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2010-10630 G (Plans)P A R K GENERAL NOTES GENERALNOTES)FORADDITIONAi L 2. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN R IS OBVIOUS THAT UNKNOWN AND /OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN, SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL NOTIFY THE CRY'S ENGINEER TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION, 4. IT SHALL BE THE CONTRACTOR'S RESPONSULTY TO CONDUCT AS OPERATIONS IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, TI-E CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND /OR REPLACEMENT OF SAID SUBSTRUCTURE, 5, TI- E.CONTRACT02 SHALL PROVIDE 72-WOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. NOT*M1 1 b. CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PER ANY WORK PERTAINING TO THE SHEET C -1.1 PR 1 1 PROJECT BETWEEN THE HOl1R5 OF 5 +00 RM. AND 730 AM ON ANY DAY NOR SATURDAY, SUNDAY, OR CITY SHEET L -1.1 1 _ RECOGNIZED HOLIDAYS AT ANY TIME EXCEPT AS APPROVED BY THE CITY. SHEET L -3,1 1 1 7. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR VEHICULAR TRAFFIC DLRNG THE PROCESS OF SHEET Lr5.1 CONSTRUCTION. SHEET L-6.1 �„ ► `- B. THE CONTRACTOR WILL COMPLY TO HPWH, APWA WATCH TRAFFIC CCNTROL HANDBOOK DURING CONSTRUCTION 1 1 9. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (800) 422 -4133. SHEET C -1.2 1 1 �P,:« M2001M : •,,, I �Il +na . a SHEET C -1.10 SHEET L -1.10 SHEET L -3.10 SHEET L -5.10 SHEET L -6.10 =;-=as i�= E d SHEET C -1.11 - SHEETL -1.11 SHEET L -3.11 SHEET L -5.11 SHEET LBA -10.1 SHEET L-6.11 SHEET LBA -10.2 MECHANICAL CODE, THE 2007 CALIFORNIA PLUMBING CODE AND THE 2007 CALIFORNIA ELECTRICAL CODE 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND SHEET L -1.2 SHEET L LOWER CONCESSION 596 S.F., UPPER RESTROOM 762 S.F. MAINTENANCE PERIOD. -3.2 ARCHITECT 012 ST12LCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY IL CONTRACTOR SHALL SECURE THE PROJECT AREA AT ALL TIMES INCLUDING THE INSTALLATION OF TEMPORARY SHEET L -5.2 .......... ..............................2 BUILDING TYPE TYPE VB, NON SPRINKLERED FENCING. THE CONSTRUCTION FENCE SHALL BE INSTALLED TO THE SATISFACTION OF THE CITYS SHEET 1x6.2 ITEMS. REPRESENTATIVE DROJECiT DIRECTORY - NORTH RESTROOM BUILDING TABULATIONS Tree Plan SHEET LBA -8.1 12. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESES PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC SHEET LBA -8.2 Sections WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN OEGO VULCAN 505 S VULCAN r- SP-1.3 AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE SHEET LBA -8.3 l� CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. TEL, (760) 943 -2210 C -0.4 All work in this building shall conform to the requirements of the 2007 SHEET C-1.3 Irrigation Plan 13. CONTRACTOR SHALL COORDINATE HIS EFFORTS AND WORK WITH OTHER CITY PROVIDED CONTRACTORS, LE. SHEET L -1.3 Grading Plan ELECTRICAL, IRRIGATION AND LANDSCAPE CONTRACTORS. LANDSCAPE ARCHITECT, ARCHITECT, FLECTRCAL ENGINEER, 14. ALL REVISIONS AND CHANGE ORDERS TO THE APPROVED LANDSCAPE ARCHTECTUAL PLANS AND SHEET L -3.3 L -5.3 Detail Sheet BEFORE PEO OEATBE TNrreo BELYCIIE 31591 CAMNO CAPIST12ANO 470 WALD 1532 EAST WARNER AVE. SA1.4 MMNCHA GS RASM BY TELEPHONE FACSIMILE TO ��CAEA0C ASHEEI AND SHEET L -6.3 1 =345.5 THE CITY LANDSCAPE SC PE INSPECTOR. MAJOR CHANGES ARE TO Ftl I R l ES BEING SENT DONE WITH TWO REVISED N TELP (949) 493 -2600 TEL, (949) 450 -1088 TEL, (714) 668 -4200 SP -3.2 CBE TO THE T WITH CITY WI NOTIFICATION GIVEN T THE E CITY LANDSCAPE P NS ECTOR. SHEET C -1.4 CONTACT ERIC CHASTAIN CONTACT, JIM MCKAl2TZ CONTACT JERRY LEONWARDT 15. THE DESIGN A A DEAR CY AND SAFETY OF EXCAVATION, ERECTION BRACING, SHORING, TEMPORARY SUPPORTS SHEET L -1.4 - . HE C ETC. IS THE SOLE RESPONSIBILITY OF AND CONTRACTOR. SS CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY TO EXECUTE THE WORK, OBSERVATION VISITS SHEET L -3.4 2. There shall be no abrupt changes in elevation along the path of travel to TO THE SITE BY THE LANDSCAPE ARCHTECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF SHEET L -5.4 this building. Ramps shall not exceed 8.33% (inspector to verify). THE ABOVE ITEMS, SHEET L -6.4 See grading plan for elevations of sidewalks along the path of travel. LADERA RANCH, CA 92694 DANA POINT, CA 92629 RANCHO SANTA MARGARITA, CA 92688 SHEET LBA-9. s EROSION CONTROL NOTES SHEET LBA-9. SHEET LBA -9. 3. All materials Installed in this building shall be a minimum Class'C' • SHEET LBA -9. I I, ECLPMENT AND WORKBRS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE 12ANY SHEET LBA -9. j SEASON, NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE OR STOCKPILED AT CONVENIENT LOCATIONS TO SHEET LBA -9. 12. 45.8 FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. SHEET C -1.8 10 LBA-3.1-r: Z EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY'S SHEET L-1.8 Skate Park- Color&Jomu gP� AUTHORIZED REPRESENTATIVE SHEET I,-3.8 • 3. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN SHEET L -5,8 Grading Plan TI-E 5 -DAY RAN PROBABILITY FORECAST EXCEEDS 408. SHEET L -6.8 j 4. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS, AND BASNS. ER 5. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE SHEET 10-1.9 1 CONCLUSION OF EACH WORKNG DAY. DRAINAGE TO BE DIRECTED TOWARD DESIL71NG FACILITIES. SHEET L1.9. 1 6. THE CONTRACTOR, SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC SHEET L -3'9 PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. SHEET L -5.9 SHEET C -1.12 CONSTRUCTION SAFETY SHEET L -6.9 10y MA-3.21 Irrigation Plan -Bid Ah. 5C i'� SP -22 - 1, ALL WORK SHALL CONFORM TO THE REOUREMEINTS Or 2007 CALFORNIA CODE, THE 2007 CALIFORNIA �P,:« M2001M : •,,, I �Il +na . a SHEET C -1.10 SHEET L -1.10 SHEET L -3.10 SHEET L -5.10 SHEET L -6.10 =;-=as i�= E d SHEET C -1.11 - SHEETL -1.11 SHEET L -3.11 SHEET L -5.11 SHEET LBA -10.1 SHEET L-6.11 SHEET LBA -10.2 MECHANICAL CODE, THE 2007 CALIFORNIA PLUMBING CODE AND THE 2007 CALIFORNIA ELECTRICAL CODE SOUTH RESTROOM / CONCESSION BUILDING TABULATIONS 2. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, LOWER CONCESSION 596 S.F., UPPER RESTROOM 762 S.F. ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE TOTAL BUILDING AREA= 1,358 S.F. ARCHITECT 012 ST12LCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY BUILDING HEIGHT STORY SAFETY PRECAUTIONS AND MtEA51_112E5 NECESSARY TO EXECUTE THE WORr, OBSERVATION VISITS TO THE SITE - .......... ..............................2 BUILDING TYPE TYPE VB, NON SPRINKLERED BY THE LANDSCAPE ARCHITECT OR ANY OF HS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ................ ........................... ITEMS. .00CUPANCY TYPE ........... ........................... TYPE B DROJECiT DIRECTORY - NORTH RESTROOM BUILDING TABULATIONS Tree Plan TOTAL BUILDING AREA = 762 S.F. -Hid Alt #SOY OWNER - CITY OF Sections BUILDING HEIGHT ............... .........................1STORY VULCAN 505 S VULCAN r- SP-1.3 BUILDING TYPE ................ ........................... TYPE VB, NON SPRINKLERED ENCINITAS, CA 920024 24 l� OCCUPANCY TYPE ............. ........................... TYPE B TEL, (760) 943 -2210 C -0.4 All work in this building shall conform to the requirements of the 2007 CONTACTS DIRECTOR OF PARK E RECREATION Irrigation Plan California Building Code, the 2007 California Mechanical Code, the 2007 Bid All # 5C Grading Plan California Plumbing Code and the 2007 California Electrical Code. LANDSCAPE ARCHITECT, ARCHITECT, FLECTRCAL ENGINEER, RUM DESIGN GROUP, INC. JIM MCKARTZ, ARCHITECT KONSORTUM I Detail Sheet General Miscellaneous Code Notes: 31591 CAMNO CAPIST12ANO 470 WALD 1532 EAST WARNER AVE. SA1.4 Skate Park- Color & Joining Plan- SAN JUAN CAPLSTRANO,CA 92675 IRVINE. CA 92618 SANTA ANA, CA 92705 - 1 =345.5 1. There shall be no hazardous materials stored and/or used within this TELP (949) 493 -2600 TEL, (949) 450 -1088 TEL, (714) 668 -4200 SP -3.2 building which will exceed the quantities listed in UBC Tables 3 -D and CONTACT ERIC CHASTAIN CONTACT, JIM MCKAl2TZ CONTACT JERRY LEONWARDT Initiation Plan inigation Plan 3 -E, unless shown noted and detailed on thsse drawings. CIVL BNGIEER, STRUCTURAL ENGINEER, IRRIGATION CON&LTANTT 0 2. There shall be no abrupt changes in elevation along the path of travel to VICE CONSULTANTS ADS CONSULTING ENGINEERS WATER CONCERN LTD 2 -0.7 this building. Ramps shall not exceed 8.33% (inspector to verify). rl CORPORATE DRIVE, SUITE 210 19 MONARCH BAY PLAZA 29829 SANTA MARGARITA PKWY.,STE. 200 See grading plan for elevations of sidewalks along the path of travel. LADERA RANCH, CA 92694 DANA POINT, CA 92629 RANCHO SANTA MARGARITA, CA 92688 G2.1 Storm Drain Plan /Profile TEL' (949) 542-7220 TEL: (949) 276 -7028 TEU (949) 635-04741 Troe Plan 3. All materials Installed in this building shall be a minimum Class'C' CONTACT RICH MOORE CONTACT MOSTAFA OLOU I CONTACT STEVE O )0i LBA-3.r6 litigation Plan Brd Mt.3 H HL 7ER6ROUND SE ICE- ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS .�"D F /Ay DEPARTMENT OF ENMRpiMENTAt HEALTH pT ahp / % I!. �'. AUTHORITY CALL UwD AND WMER QUALITY DIMSION e ' � � 37597 CeMm Cepmano f 8I I oU San Juan CepiMmntacernL87A DESIGN .�L ii/a9alA tan -/L P2, c [9491493-2690 tax Pwm J TWO WORKING DAYS GL N L2 K� �n DATE 9r 19491493ssoo prom Rj M BEFORE YOU DIA ENMRONMENTAL HE&m SPECIALIST F CA 19 CHANGEND DESCRIPTION APPROVED DATE BENCHMARK - 8CALE SPECIAL DISTRICT APPROVAL DE N i SIGN DATE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.6410 DATUM: N6VD 29 IMPROVEMENT S N ENCINITAS COMMUNITY PARK SHEET INDEX LANDSCAPE CONT. Skate Perk 1%sien (Hid Alt 1 1, A -O] Title Sheet Ni 43.0 IrdgMLon Index Map .- :SP -0,0 Skate Perk - Notes GRADING PLAN A 412 Recycled water use plan 5143.1 IvigMiw Plan : SP -01 Skate Park - Geveml &Grading Q ' A -03 Recycled wafer use Plan 8'L32 Irrigation Plan Notes 5­1 CIVIL ligation Plan .:. gp -0.2 Skate Park - Bid Alernate Plan N9 L3R Irtigatim Play GML BNGINBPJ2II40 SP -0.3 Skate Perk - Artistic Rendering 3� 425 SANTA FE DRIVE, CARDIFF -BY- THE -SEA, CA 92007 9'•4'.5 Irrigation Play 3P -LID gkate Park - Site Plan � G0.1 Tide Shat 91 L3.6 irrigation Plan ... SP-1.1 Skate Park-kdaterielsPlan- 52 G3.7 Irrigation Plan APN 260- 650 -01, 260- 183 -01 THRU 08, 260- 183 -24 THRU 33 s e -0.1.1 B1R Mitigation Notes Leg. '13L3.g Initiation Plan Bid Alt Ay LgRRY #sA SCALE: NTS '+C -0.2 Key Map/ Construction Notes 9443.9 Irrigation Plan i,, SP -1.2. Skate Park - MaterialsPlan - ': C -0.3 Sections 9:: L3.10 Imis ion Plan Grading Plan Bid Alt. # 5B Tree Plan -Hid Alt #SOY +' C-03.1 Sections 96 L3.11 (mission Plan r- SP-1.3 Skate Park - Materials Plan- 116 45.3 l� SP -3.1 C -0.4 Detail Sheet 9' 43.12 Irrigation Plan SHEET L-1.7 Bid All # 5C Grading Plan 1 V C-0.5 Detail Sheet 9 +;43.13 Irrigation Plan SA1.4 Skate Park- Color & Joining Plan- Grading Plan 1 =345.5 Tree Plan SP -3.2 C-0.6 Detail Sbeet 99 4314. 1(1(143.15 Initiation Plan inigation Plan Bid Alt #5A Grading Plan 0 10-1.5 2 -0.7 Detail Sheet _: SP-1.5 Skate Park- Color&lointg Plan- G2.1 Storm Drain Plan /Profile .SHEET Troe Plan : C -0.8 AIWA STD. Detail Sheet )0i LBA-3.r6 litigation Plan Brd Mt.3 Bid Alt. OR SHEET L -6.7 C-3.1 SHEET L-1.5 12. 45.8 C -0.9 AIWA STD. Detail Shee 10 LBA-3.1-r: Initiation Plan -Bid Alt 4A +,. SP-L6 Skate Park- Color&Jomu gP� SHEET L-3.5 Utility Plan Gl.l Grading Plan 103 LISA -3.18 litigation Plan -Bid Alt. 4B Skate Park - Grading and Bid Alt. SHEET L-5.5 -104.1 ' C -1.2 Grading Plan 102 LBA -3.19 105 LBA -3.20 Irrigation Plan -Bid AIL SA Topetlm Plan -Hid Alt 5B 1^ SP-2.1 Skate Perk- LayOStt Plan SHEET L -6.5 SHEET C -1.12 C -1.3 C Grading Plan 10y MA-3.21 Irrigation Plan -Bid Ah. 5C i'� SP -22 -Bid Ate #5A Skate Park- Layout Plan Skate Park - Sectio/Profiles -�� -1.4 Grading Plan 107 "A RW Intention Legend Tree Plan -Bid Alt. # 5A C -L5 Grading Plan 108 L42 RW lumatim Legend 1'tb L5.13 -Bid Alt, OB ir. -: SP4.2 SHEET C-1.6 -G1.6 Grading Plan 109 L -43 DW hrigeman Legend : SP -23 Skate Park - Layout Plan Tree Plan SHEET L-1.6 - Bid Alt # 5A G1.7 Grading Plan IN L4A Irrigation Pump -Bid Alt. #5C Tree Plan SHEETL 3.6 Skate Park - Sectied Profiles G1.8 Grading Plan 111 L4.5 initiation Details C -5 2 SP -2.4 Skate Park- Layout Plan Tablets Shrub -Bid Alt #SA ;:'. G1.9 Grading Plan 112 L4.6 irrigation Details C -5.3 -Bid Alt. # 5 A 130 L -63 Shrub Plan SHEET 1-5.6 SP-4.4 C -1.10 Grading Plan 113L4.7 litigationHydrozoneMap SP -2.5 Skate Park- Layout Plan Tablets Horizontal Control Play 13; L4i3 SHEET L-6.6 ' C -Lll Grading Piet ♦ -Bid Alt. #5B C-6.1 Remedial Grading Plan 112 L-6.4 Shrub Plan • =: SP4.$ I "451 Tree Plan SP-26 Skate Park - La out Plan Tablets SHEET C -113 •'CBA 71 SCALE: NTS - .0-1.12 Grading Pim 3GL13 Grading Plan it L5.2 Tree Plan -Hid Alt #SOY `- SHEET C -1.7 %:'81.14 Grading Plan 116 45.3 Tore Plm SP -3.1 Skate Palk - Grading and SHEET L-1.7 z +G1.15 Grading Plan 11 L-5.4 Tree Plan Drainage Plan - Hid Alt. #5A SHEET L-3.7 %' %G1.16 Grading Plan 1 =345.5 Tree Plan SP -3.2 Skate Park - Gradig and - SHEET L-2.15, ,! C-1 17 Grading Plan )-.9 45.6 Tree Plan Drainage Plan - Bid Alt, # 5B BID ALT#6 SHEET L-5.7 G2.1 Storm Drain Plan /Profile 1<[L -5.7 Troe Plan - SP -3.3 Skate Park - Grading and SHEET L -6.7 C-3.1 utility Plan 12. 45.8 Tree Plan Drainage Plan - Bid Alt # 5B ' +G3.2 Utility Plan 12;45.9 Tree Plan `:SP-3.4 Skate Park - Grading and -104.1 Erosion COVOI PIm -Notes )TS L -5.10 Tree Plan Drainage Plan - Bid Alt #5C SHEET C -1.12 - "C4.2 Erasion Control Plan 124 L -5.11 Tree Plan . -' SP4.l Skate Park - Sectio/Profiles -�� 3'104.3 Erosion Control Plan 125 LAM Tree Plan -Bid Alt. # 5A SHEET L -1.12 ) C4A Notes ¢ 1'tb L5.13 Tres Plan ir. -: SP4.2 Skate Park - Section/ Profiles SHEET L-3.12 . C -5.1 Erosion Control Plan Horizon 1 te Control Plan 127 45.14 Tree Plan - Bid Alt # 5A I2& G5.15 Tree Plan SP4.3 Skate Park - Sectied Profiles SHE - ET L 5.12 C -5 2 Horizontal Control Plan u :46.1 1... Shrub -Bid Alt #SA SHEET L-6.12 C -5.3 Horizontal Control Plan 130 L -63 Shrub Plan SP-4.4 Skate Profiles G5.4 Horizontal Control Play 13; L4i3 Shrub Plan lt#5Actwd -Bid Alt #SA ♦ C-6.1 Remedial Grading Plan 112 L-6.4 Shrub Plan • =: SP4.$ Skate Put -Sxeon/ProHlea SHEET C -113 •'CBA 71 Bid Alt #5A -Skew Park 133 L-6.5 Shrub Plan -Bid Alt SHEETL -113 :CBA -72 Bid AID #5B -Skate Park 134 L-6.6 Shrub Plan • ^'SP4.fi Skate Park - Sectlod Profiles - Se ♦ eCBA -73 Bid Alt #SC -Skate Pad- i35 Lfi.7 Shrub Plan -Bid Alt #SA ♦ SHEET L -313 'can -81 Bid Alt, #4A -Dog Park Or L-6.8 Shrub Plan SP4.7 Skate Park - Section Profiles ♦ SHEET L -5 13 `CRA -8.2 Bid Alt #/B -Dog Park 137 46.9 Shrub Plan - Bid Alt. # 5A �.� SHEET 1-6.13 KCBA 9.1 Bid Alt #3 - Softball Field 138 46.10 Shrub Plan % SP-4.8 Skate Park - Section/ Profiles ♦♦ And Parking Lot'A' 139 L-6.11 Shrub Plan - Bid Alt # 5B i40 L-6.12 Shrub Plan • "'SP-49 Skate Park - Section/ Profiles ♦♦ .SHEET C -1.14 LANDSCAPE 141 L -6.13 Shrub Plan -Bid Alt. #5B - : 41.0 Construction Legend &Notes 14 %L -6.14 Shrub Plan `> SP4.10 Skate Park -Seetion/ Profiles ♦ SHEETL -114 +LLI Construction Plan 143 L-6.15 Shrub Plan -Bid Alt. #5B CV SHEET L -3.14 ;'141.2 Construction Plan 14 144 L,7.0 - Planning Legend Is.= SP4.11 Skate Park - Section/ Profiles .� SHEET L -5.14 5;41.3 Construction Plan L7.1 Planting -Hid ALL #SB b W '- '.41.4 Construction Plan Nt, 1<e 47.2 Notes Planting Notes ": -': SP-4.12 Skate Park - Section Profiles SHEET L-6.14 ?:41.5 Conduction Plan - BidAlt #5C f.L -1.6 Construction Plan 147 LBA -8.1 Skate Park Planting Plan - "'SP4.13 Skate Perk - Section/ Profiles p 3" 41.7 Conduction Plan Bid Alt. #5A -Bid Alt # SC \ SHEETC -1.15 - ( =L -1.8 Construction Plan 14S LBA -8.2 Skate Park Planning Plan - � SHEET L -1.15 -' "41.9 Construction Plan Bid Alt #5H 15... SP -5.1 Skate Park- Combination Details O _ _ SHEET L 3 15 ''" 41.10 Construction Plan L4o LBA -8.3 Skate Park Construction & )'i, SP-5.2 Skate Park- Construction Details SCALE: NTS 7 PUBLIC WORKS - 6!41.11 ConsuMio Kim Plmdg Plan -Bid AIL #SC i "SP -5.3 Skate Park - Construction Details 0) SHEET L -5.15 6?GI.12 Conductor Plan 750 LBA4.1 Dog Park Construction Plan - < SP -5.4 Skate Pack - Cwahucto Details =_'41.13 Construction Play Bid Alt #4A ":: SP -5.5 Skate Perk - Conatructio Details SHEETL -6.15 cc 041.14 DOnannetinn Plan 1 {1 L3AA2 Doh Park Tree Plan- "` SP -5.6 Skate Pat - Construction Details Ca A "41.15 Construct= Plan Bid Alt #4A ;! "SP -5.7 Skate Park - Construction Details � ^4L2.1 Constmetlon Details I52 LBA -9.3 Dog Park Shrub Plan SP -5.8 Skate Pak - Construction Details O L -22 Construction Details Bid Alt. #OA •:3P -5.9 Skate Pak - Construction Dennis U] -'!42.3 Conduction Details 153 LBAAA Dog park GOPtruction Plan- SP -5.10 Skate Park - Coastrucnion Details t)"424 Construction Details Bid Alt #off '0 ](`42.5 Construction l)rtdila 734 LBA -9.5 Doh Perk Tree Plan - W ' ! L -2.6 Construction Derails Bid Alt ii4D L -2.7 Cosuctio Deleils 155 LBA -9.6 Dog Park 3hrub Plan - L -2.8 Consttuctio Details Bid Alt #4B - L -2.9 Contraction Details 156 LBA -10.1 Softball Field AM Parking Lot 'A' L -110 Construction Derails Construction Plan - Bid Alt 43 ?A 4231 Construction Details 157 LBA -10.2- Softball Field and Perking La'A' '142.12 Construction Details Pleofin6 Plan - Bid Alt. 43 L2.13 Construction Details ' L -2.14 Combination Details L -2.15 Construction Details, BID ALT iIb OJECT L -2.16 Donstruc[o Oeteda PR I 16t�Y OECif+RE THAT I AM TVE UPI- DSCAPE AQGITECT OF WORK FOR TWS PRO.ECT. THAT I 51 TE SSI Structural Details HAVE EXERCI6ED RESPON5BIE CHPRGE6 OVH2 TV£ OESx#•I OF ­DDS PROJECT AS DB`TED N 't I SECTION 6703 OF THE aL6NE65 AND PROFESSIONS CODE AND CONSISTENT TI-E DESIGN 6 CONS Wm4 : 552 Strucmml Details CI.RREM STANDARDS n SNI Structural aCALE: NTS VICINITY MAI PLANNING AND BUILDING DOTE DgIE I 11NDB26TAWJ THAT TFE CI-ECK Cr PROJECT q:IAWNGS AM SPECIFICATIONS BY TFE CRY CF SPIV a DECO AND THE SAN DIEGO COLNrtY DEPPRTM1S -ff OF BJVIRONA£NrAL FIEPLTH IS COI•FI•® TO A z L REVIEW O^LY AND DOE6 NOT REEVE ME, AS THE LANDSCAPE MCHTECT OF WORK, OF MY RESPOINSBIJTES FOR PRO.ECT DESIGN. z < C RUM DESIGN GROt.P, NC. an a 5691 CAMNO CAP6TRAN0 SPIV d1PN CAP6TRPA0. CA 926]5 p U v (949) 493 -1600 K ¢ von BYE LARRY RYAN ENGINEERING OF ENGINEERING DATI a,ncuncu eT: `NPpRKS AND RECREATION APPROVALS �.. UPERVISION OF RECD DEC APPR DATE: awnPu L-C7C NO.: 2502 EXP.1 09/3 /13 DATE b7 -1 Z Z L RE(..STRATgN IMO 2942 w U a E)OeRATxJN DATES 09-30 -2013 o 'Na DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 4TURE EXPIRE 2 IRS. AFTER ENGINEERING SERV ENCINITAS COMMUNITY PARK" TITLE SHEET PLANNING CASE N0; OA-197 NUP /DR /CUP /EIA A -0 DEPARTMENT 1 NO. 10630 -G Notes ¢ ¢ PUBLIC WORKS - 6!41.11 ConsuMio Kim Plmdg Plan -Bid AIL #SC i "SP -5.3 Skate Park - Construction Details 0) SHEET L -5.15 6?GI.12 Conductor Plan 750 LBA4.1 Dog Park Construction Plan - < SP -5.4 Skate Pack - Cwahucto Details =_'41.13 Construction Play Bid Alt #4A ":: SP -5.5 Skate Perk - Conatructio Details SHEETL -6.15 cc 041.14 DOnannetinn Plan 1 {1 L3AA2 Doh Park Tree Plan- "` SP -5.6 Skate Pat - Construction Details Ca A "41.15 Construct= Plan Bid Alt #4A ;! "SP -5.7 Skate Park - Construction Details � ^4L2.1 Constmetlon Details I52 LBA -9.3 Dog Park Shrub Plan SP -5.8 Skate Pak - Construction Details O L -22 Construction Details Bid Alt. #OA •:3P -5.9 Skate Pak - Construction Dennis U] -'!42.3 Conduction Details 153 LBAAA Dog park GOPtruction Plan- SP -5.10 Skate Park - Coastrucnion Details t)"424 Construction Details Bid Alt #off '0 ](`42.5 Construction l)rtdila 734 LBA -9.5 Doh Perk Tree Plan - W ' ! L -2.6 Construction Derails Bid Alt ii4D L -2.7 Cosuctio Deleils 155 LBA -9.6 Dog Park 3hrub Plan - L -2.8 Consttuctio Details Bid Alt #4B - L -2.9 Contraction Details 156 LBA -10.1 Softball Field AM Parking Lot 'A' L -110 Construction Derails Construction Plan - Bid Alt 43 ?A 4231 Construction Details 157 LBA -10.2- Softball Field and Perking La'A' '142.12 Construction Details Pleofin6 Plan - Bid Alt. 43 L2.13 Construction Details ' L -2.14 Combination Details L -2.15 Construction Details, BID ALT iIb OJECT L -2.16 Donstruc[o Oeteda PR I 16t�Y OECif+RE THAT I AM TVE UPI- DSCAPE AQGITECT OF WORK FOR TWS PRO.ECT. THAT I 51 TE SSI Structural Details HAVE EXERCI6ED RESPON5BIE CHPRGE6 OVH2 TV£ OESx#•I OF ­DDS PROJECT AS DB`TED N 't I SECTION 6703 OF THE aL6NE65 AND PROFESSIONS CODE AND CONSISTENT TI-E DESIGN 6 CONS Wm4 : 552 Strucmml Details CI.RREM STANDARDS n SNI Structural aCALE: NTS VICINITY MAI PLANNING AND BUILDING DOTE DgIE I 11NDB26TAWJ THAT TFE CI-ECK Cr PROJECT q:IAWNGS AM SPECIFICATIONS BY TFE CRY CF SPIV a DECO AND THE SAN DIEGO COLNrtY DEPPRTM1S -ff OF BJVIRONA£NrAL FIEPLTH IS COI•FI•® TO A z L REVIEW O^LY AND DOE6 NOT REEVE ME, AS THE LANDSCAPE MCHTECT OF WORK, OF MY RESPOINSBIJTES FOR PRO.ECT DESIGN. z < C RUM DESIGN GROt.P, NC. an a 5691 CAMNO CAP6TRAN0 SPIV d1PN CAP6TRPA0. CA 926]5 p U v (949) 493 -1600 K ¢ von BYE LARRY RYAN ENGINEERING OF ENGINEERING DATI a,ncuncu eT: `NPpRKS AND RECREATION APPROVALS �.. UPERVISION OF RECD DEC APPR DATE: awnPu L-C7C NO.: 2502 EXP.1 09/3 /13 DATE b7 -1 Z Z L RE(..STRATgN IMO 2942 w U a E)OeRATxJN DATES 09-30 -2013 o 'Na DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 4TURE EXPIRE 2 IRS. AFTER ENGINEERING SERV ENCINITAS COMMUNITY PARK" TITLE SHEET PLANNING CASE N0; OA-197 NUP /DR /CUP /EIA A -0 DEPARTMENT 1 NO. 10630 -G 4TURE EXPIRE 2 IRS. AFTER ENGINEERING SERV ENCINITAS COMMUNITY PARK" TITLE SHEET PLANNING CASE N0; OA-197 NUP /DR /CUP /EIA A -0 DEPARTMENT 1 NO. 10630 -G U a N WQ QZ Q If as WIl Qop ~Z wa pOpn aN �0 Qa a 0 o \ a Q o 8 p0 E t E 8 tr m rn o S 13 6 8 d n o In 9¢ m m m i o z J_ O an an le ^ 2 o n PARK IMPROVEMEN'T'S cililq ISEE SHEET C-0. 1 GENERAL NOTES GENERALNOTES)FORADDITIONAL I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTION OF Adel STANDARD ENCINITAS COMMUNITY PARK SHEET INDEX SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND STATE STANDARD SPECIFICATIONS, CITY OF ANAHEIM LANDSCAPE CONT. Skate Park Design ( Bid Alt.) STANDARD PLANS AND SPECIFICATIONS, UNIFORM BUILDING CODE, CURRENT EDITION, NATIONAL ELECTRICAL CODE, A -01 Title Sheet 85 L-3.0 Ingation Index Map 158 SP-0.0 Skate Park - Notes ALL SAFETY ORDERS OF THE STATE INDUSTRIAL COMMISSION, TITLE 3, RULES AND REGULATIONS OF THE 1/ C T A -02 Recycled water use plan 96 L-3.1 Irrigation Plan 1 s9 SPARE Skate Park - General & Grading NATIONAL BOARD OF FIRE UNDERWRITING, STATE OF CALIFORNIA TITLE 24, SECTION T -20 -1401 TH2OUGH T -20 -1406, GRADING N M PirAN A -03 Recycled water use plan 87 L-13 Intention Plan Notes AND TITLE 20, SECTION 1401 -1406 ENERGY REGULATIONS, AND SPECIFICATIONS. 88 v3A Irrigation Plan I(0 SP -0.2 Skate Pazk -Bid Alemate Plan 2. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND /OR CIVIL ENGINEERING 89 L3.4 Initiation Plan 161 Still Skate Park- Artistic Rendering 425 SANTA FE DRIVE CARDIFF =BY= THE =SEA CA 92007 90 1L3.5 Donations Plan GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE 91 L-3.5 Imgation Plan 162 SP -1.0 Skate Pazk - Site Plan IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE. f f 4 C -0.1 Title Shea 92 L97 Irrigation Plan 163 SP -1.1 Skate Park - Materials Plan - 3. THE CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEER TWO (2) WORKING DAYS PRIOR TO START OF 5 C -0.1.1 EIR Mitigation Notes Le . 93 1-3.8 In ti Plan Bid Alt. # 5A APN 260- 650 -01, 260- 183 -01 THRU 08, 260 - 183 -24 THRU 33 g g on 6 C -0.2 Key Map / Construction Notes 94 43.9 Ingatioa Plan 164 SP -1.2 Skate Pazk- Materials Plan - CONSTRUCTION. ] C -0.3 sections ')543.10 Irrigation Plan Hid Alt. #SB 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILT7 TO CONDUCT HIS OPERATIONS IN SUCH A MANNER SO AS TO 8 C -0.3.1 Sections 96 L-3.11 Ingadon Plan 165 SP -13 Skate Park - Materials Plan - PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR 9 C -0.4 Detail Sheet 97 L-3.13 litigation Plan Bid Alt # 5C SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND /OR REPLACEMENT OF SAID IOC -0.5 Detail Shea 98 43.13 Ingation Plan 166 SP -1A Skate Park - Color &Jointing Plan - SUBSTRUCTURE. MATAR I IIC -0.6 Detail Sheet 99 L-3.14 Irrigation Plan Hid Alt. #5A q 100 43.15 Initiation Plan 167 SP -1.5 Skate Park- Color &Jointin Plan - -' C -0.7 Detail Sheet B 5. THE CONTRACTOR SHALL PROVIDE 72 -HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. r '► SHEET C -1.5 101 LBA -3.16 Intention Plan -Bid Alt.3 Bid AI[. #5B SHEET C -1.1 ► 13 C -0.8 APWA STD. Detail sneer 102 LHA -3.17 Initiation Plan -Bid AIL 4A 6. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE 1 $HEFT L -1.5 I4 C -0.9 APWA STD. Detail Sheet 103 LBA- . 168 SP -1.6 Skate Pazk- Color &Jointing Plan - PROJECT BETWEEN THE HOURS OF 5'00 P.M. AND 730 A.M. ON ANY DAY NOR SATURDAY, BLNDAY. OR CITY SHEET L -1.1 1 15 11 Grading Plan 318 Initiation Plan -Bid Alt 4B Hid Alt. #SC SHEET L-3.5 c- B 1o4 LBAa ,19 Intention Plan -Bid Alt 5A RECOGNIZED HOLIDAYS AT ANY TIME EXCEPT AS APPROVED BY THE CITY. SHEET L-3.1 ► ► 16 C -1.2 Grading Plan 105 Lull Irrigation Plan -Bid Alt 5B 169 SP -2.1 Skate Park - Layout Plan SHEET L-5.1 1 SHEET L-5.5 17C -1.3 Grading Plan 106 LBAa.21 Irrigation Plan -lad Alt. 5C -Bid Alt. #5A 7. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR VEHICULAR TRAFFIC DURING THE PROCESS OF 1 170 SP -2.2 Skate Pazk - Layout Plan CONSTRUCTION. SHEET L-6.1 a„a,,,,.,1 1 "a "ter m "' SHEET L-6.5 18 C-1.4 Grading Plan 1o7L A RW indication Legend -Bid Alt. #5B ► 19C -LS Grading Plan 1o8 L4.2 RW Irrigation Legend 171 SP -2.3 Skate Park -Layout Plan 8. THE CONTRACTOR WILL COMPLY TO HPWH, APWA WATCH TRAFFIC CONTROL HANDBOOK DURING CONSTRUCTION. 1 ► 19C -L6 Grading Plan 109 L43 Dw Initiation Legend SHEET G1.2 ► SHEET G1.6 21 C -19 Grading g Plan 110 LHIA Irrigation Pump -Bid AB. #5C 9. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (800) 422 -4133. 1 1 SHEET L -1.6 III L4.5 Irrigation Details 172 SP -24 Skate Park - Layout Plan Tablets SHEETL -1.2 23C -L8 Grading Plan ► ♦ 112 L4.6 Irrigation Derails -Hid Alt # 5 A 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 620SION CONTROL DURING CONSTRUCTION AND SHEET L -3.6 23 C -1.9 Grading Plan ga 173 SP -2.5 Skate Park - Layout Plan Tablets MAINTENANCE PERIOD. SHEET L -3.2 ♦ SHEET 1,_5,6 24C -1.10 Grading Plan 1131,4.7 Irrigation Hydrozone Map Y SHEET L -5.2 1 ♦ 25C-1.11 Grading Plan -Bin AI[. # 5 B R CONTRACTOR SHALL SECURE THE PROJECT AREA AT ALL TIMES INCLUDING THE INSTALLATION OF TEMPORARY C SHEET L -6.6 114 L5.1 Tree Plan 174 SP -2.6 Skate Park- Layout Plan Tablets 26C -1.12 Grading Plan FENCING. THE CONSTRUCTION FENCE SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY'S SHEET L -6.2 1 -� 115 L5.2 Tree Plan -Hid Alt # 5 C REPRESENTATIVE. ♦ 27C.1 13 Grading Plan 116 L5.3 Two Plan 175 SP -3.1 Skate Park - Grading and SHEET LBA -8.1 ► ♦ SHEET _sc -1.14 GredingPlan ♦ = "b -L15 Grading Plan 118 L-5.4 Tree Plan Drainagek - Gradin AIL #SA 12 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESES PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC SHEET LBA -8.2 ♦ SHEET L -1.7 B 118 L5.5 Tree Plan 176 SP -3.2 Skate Park - Grading and WORKS CONSTRUCTION, TI-E DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 1 $�I��T L -3.7 " C -1.16 Grading Plan 119 L5.6 Tree Plan Drainage Plan -Bid Alt. # SH SHEET LBA -8.3 1 m ♦ SHEETL- 2.15, "41.17 Grading Plan msP -3s skate Park - Gmdin a AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE 120 L5.7 Tree Plan g an BID ALT #6 SHEET L -5.7 c -2.1 storm Drain Plan/ Profile Drainage Plan - Bid AIL # 5B CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. NI888re 122 L5.8 Tree Plan g SHEET C-1.3 I BN018� 4 _ - ♦ SHEET L-6.7 '.0 -3.1 Utility Plan 122[!5.9 Tree Plan 178 SP -3.4 Skate Park - Grading and 13. CONTRACTOR SHALL COORDINATE HIS EFFORTS AND WORK WITH OTHER CITY PROVIDED CONTRACTORS, I.E. SHEET L_1.3 1 C -3.2 Utility Plan 123 L5.10 Toe Plan Drainage Plan - Bid Alt. #5C ELECTRICAL, IRRIGATION AND LANDSCAPE CONTRACTORS. 1 ♦ " C4.1 Erasion Control Plan -Notes 124 L5.11 Two Plan 179 SPH.1 Skate Park- SeaioN Profiles SHEET L -3.3 . ^ ♦ ;' C4 2 Erosion Control Play -Bid Alt. # 5A SHEET 1zsLS.IZ Tree 14. ALL REVISIONS AND CHANGE ORDERS TO THE APPROVED LANDSCAPE ARCHITBEFOR PLANS AND SHEET L -5.3 �' ♦ \y 3 C4.3 Erosion Control Plan 126 L5.13 Tree Plan 1817SP4.2 Skate Park - SeaioN Profiles SPECIFICATIONS ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY BEFORE WORK MAY CONTINUE. SHEET L -1.12 C4.4 Erosion Control Plan -Hid Alt. # 5A MINOR CHANGES ARE TO BE TRANSMITTED BY TELEPHONE FACSIMILE TO THE CITY LANDSCAPE ARCHITECT AND SHEET L -6.3 1 ♦ 12] L5.14 Tree Plan / SHEET L-3.12 4 45.1 Horizontal Control Plan 129 L5.15 Tree Plan x SPH.3 Skate Park- Section/ Profiles THE CITY LANDSCAPE INSPECTOR. MAJOR CHANGES ARE TO BE DONE WITH TWO REVISED BLUELINES BEING SENT I 1 / ♦ + C -52 Horizontal Control Plan 1 ♦ SHEET L -5.12 129 LHI Shrub Plan -Hid AIL # SA TO THE CITY WITH NOTIFICATION GIVEN TO THE CITY LANDSCAPE INSPECTOR. SHEET C -1.4 1 1 / 1I C -5.3 Horizontal Control Plan 182 SP4.4 Skate Park - SeaioN Profiles 1 ♦ 130 L -02 Shrub Plan SHEET L -1.4 1 1 / r SHEET L -6.12 4.45A Horizontal Control Plan 13t L,63 Shrub Plan -Hid Alt # 5A I5. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING SHORING TEMPORARY SUPPORTS, 1 ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SS CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE 1 1 1 n' CS.1 Remedial Grading Plan 132 L..6,4 Shrub Plan 83 SPH.S Skate Pak - SeaioN Profiles SHEET L -3.4 1 � ♦ NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY SU EXECUTE THE WORK. OBSERVATION VISITS n J 1 CBA -7.1 Bid Alt. #5A -Skate Park 133 L..6.5 Shrub Plan -Hid Alt. #5A TO THE SITE BY THE LANDSCAPE ARCHITECT OQ ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF SHEET L -5.4 - - "' SHEET C -1.13 4 CBA -7.2 Bid Alt 134 L-6.6 Shrub Plan #5H - Skate Park 184 SP4.6 Skate Pazk -Sectil Profiles THE ABOVE ITEMS. SHEET L -6.4 e 1 , $HEFT L -1.13 46 CBA -7.3 Bid Alt #SC -skate Park 135 Lfi.7 Shrub Plan -Hid AI[. # SA SHEET LBA-9.1 w= "° / \ FT ♦ SHEET L-3 47 CBA -8.1 Bid Alt. #4A -Dog Park 136 L,68 Shrub Plan 185 SP4.7 Skate Pak - SeaioN Profiles 1 1 p LLB /y.,,,, ♦ 48 CBA -8.2 Bid Alt. 44B - Dog Park 137 L-6.9 Shrub Plan -Hid Alt. # 5A SHEET LBA -9.2 \ SHEET L -5.13 4`) CBA -9.1 Bid Alt. #3 - Softball Field 138 Lfi.10 Shrub Plan 86 SP4.8 Skate Pazk - SectloN Profiles EROSION CONTROL NOTES SHEET LBA -9.3 1 - F, SHEET L-6.13 And Parking Lora 139 L -0J1 Shrub Plan -Hid Alt. #5B SHEET LBA -9.4 M �� ♦ 140 L -0.12 Shrub Plan 187 SP4.9 Skate Pazk - SeaioN Profiles I. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SHEET LBA -9.5 1 \ \ LANDSCAPE 142 Lb.13 Shrub Plan -Hid Alt. # 5B T ♦ SHEET G1.14 L1.0 Construction Legend & Notes 142 LPSN Shrub Plan 198 SP4.10 Skate Pazk - Sectil Profiles SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ES WE OR STOCKPILED T. CONVENIENT LOCATIONS TO SHEET LBA -9.6 X�/ B FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. SHEET C -1 •$ a ®: 1 ♦ SHEET L -1.14 LL1 Construction Plan 143 L-0.15 Shrub Plan -Bite AR # SB ,♦ ♦ SHEET L -3.14 "_L1.2 Construction Plan 144 L7.0 Planting Legend SPH.11 Skate Pazk- B°ClioN Profllea 2. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY'S SHEET L -1.8 � 53 L1.3 Construction Plan 145 L7.1 Planting Details -Bid Alt. #SH AUTHORIZED REPRESENTATIVE. SHEET L_3.$ ` ___ ___ SHEET L-5.14 54 L1.4 Construction Plan 146 L7.2 Planting Notes SP-4.12 Skate Park -Sectil Profiles s 55 L1.5 Construction Plan - Bid Alt. # 5C 3. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE N PLACE AT THE END OF EACH WORKING DAY WHEN SHEET L -5.$ 1 SHEET L -6.14 191 SP4.13 Skate Pak - SeaioN Profiles THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 408. 3 a d S6 L1.6 Construction Plan 147 LHA -8.1 Skate ParkPlantingPlan - SHEETL -6.8 °s �1 57L13 Construction Plan Bid Alt. #5A - Bianm. #sc 4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS, AND BASINS. SHEET 61.15 58L-IS Construction Plan 148 LBA -8.2 Skate Park Planting Plan - SHEET C -1.9 SHEET C -1.10 SHEET C -1.11 a 1 so Lt.9 Construction Plan Bid Alt. #SH 192 SP -5.1 Skate Pazk- Construction Details 5. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE ..a.nx SHEET Lr1.15 193 SP -5.2 Skate Park - Construction Details SHEET L -1.9 SHEET L -1.10 SHEET L -1.11 5 L - SO L-1.10 Construction Plan 149 LBA -8.3 Skate Park Construction & CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DESILTING FACILITIES. t SHEET L-3.15 61 L1.11 Construction Plan Planting Plan -Bid Alt. #5C 194 SP -5.3 Skate Park- Construction Details SHEET L -3.9 SHEET L -3.10 SHEET L -3.11 SHEET L -5.15 g 195 SP-5.4 skate Park - construction Details b. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS ND PREVENT PUBLIC 61 L1.12 Construction Plan 15(1 LBA -9.1 Do Park Cimuniefion Plan - PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. SHEET L-5.9 SHEET L -5.10 SHEET L -5.11 SHEET LBA -10.1 63 L133 Construction Plan Bid Alt. #4A 196 SP -5.5 Skate Park - Construction Details SHEET L-6.9 SHEETL -6.10 SHEETL -6.11 SHEET LBA -10.2 SHEET L-6.15 64L1.14 Construction Plan 151 LBA -91 Dog Park Tree Plan- 197 SP -5.6 Skate Pazk- Construction Details CONSTRUCTION SAFETY LOCATION MAP SCALE: NTS 65 L1.15 Construction Plan Hid Alt. #4A 198 SP -5.7 Skate Park- Construction Details 66 L2.1 Construction Details 152 LBA -93 Dog Park Shrub Plan - 199 SP -5.8 Skate Park - Construction Details 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 2007 CALIFORNIA CODE, THE 2007 CALIFORNIA 67L2.2 Construction Dennis Bid Alt. #OA 200SP -5.9 Skate Park- Construction Details MECHANICAL CODE, THE 2007 CALIFORNIA PLUMBING CODE AND THE 2007 CALIFORNIA ELECTRICAL CODE SOUTH RESTROOM / CONCESSION BUILDING TABULATIONS 68 L23 Construction Details 153 LHA -9.4 Dog Park Construction Plan - ' -111 SP -5.10 Skate Park - Construction Details 2. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, LOWER CONCESSION 596 S.F., UPPER RESTROOM 762 S.F. 691!2.4 Construction Details Hid Alt. #4H ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE TOTAL BUILDING AREA = 1,358 S.F. AS 70 L2.5 Construction Details 154 LBA -9.5 Dog Park Tree Plan - g 5 ARCHITECT OR STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY BUILDING HEIGHT .......... ..............................2 STORY S 71 L Bid Alt. #4B 2.6 Construction Details 155 LHA -9.6 Dog Park Shrub Plan - SAFETY PRECAUTIONS AND MEASURES NECESSARY UL EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BUILDING TYPE ................ ........................... TYPE VB, NON SPRINKLERED C S '3 L2.7 Construction Details Bid AI[. WlB BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE OCCUPANCY TYPE ........... ........................... TYPE B a 73 L2.8 Construction Derails 156 LBA -10.1 Softball Field And Parkin Lot 'A' ITEMS. T 74L2.9 Construction Details Parking N Construction Plan -Bid AIL #3 n E,B 75 L2.10 Construction Details 157 LHA -102 Softball Field and Parking Lot 'A' NORTH BUILDING AREA z: 762 TABULATIONS 0 2 ❑ 76 L2.11 Construction Derails PROJECT DIRECTORY TOTAL BUILDING AREA =762 S.F. S. F. O n S ]]L2.12 Construction Details Planting Plan - Bid Alt, #3 OWNER' BUILDING HEIGHT .......... ..............................1 -STORY , 78 L2.13 Construction Details CITY OF ENCINITAS BUILDING TYPE ................ ........................... TYPE VB, NON SPRINKLERED '?j D 79 L2.14 Construction Details 505 S. VULCAN AVE. OCCUPANCY TYPE ......... ............................... TYPE B m 80[2,15 Construction Details, BID ALT #6 ENCINITAS, CA 92024 1 81 Lz.16 Construction Details TEL' (760) 943 -2210 All work in this building shall conform to the requirements of the 2007 PR�JEGT I tiex ®r DECLARE THAT I AM THE IaNDECARE ARCHITECT OF WORK FOR THIS PROJECT THAT 1 CONTACTS' DIRECTOR OF PARK E RECREATION California Building Code, the 2007 California Mechanical Code, the 2007 d S 82 SSl Structural Details HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THE PROJECT AS DEFINED IN California Plumbing Code and the 2007 California Electrical Code. m K SANTA FE DR. SITE X3 SS2 Structural Details SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH LANDSCAPE ARCHITECT; ARCHITECT' ELECTRICAL ENGINEER: O 84SN1 Structural Notes CURRENT STANDARDS. General Miscellaneous Code Notes: N RJM DESIGN GROUP, INC. JIM MICKARTZ, ARCHITECT 1532 EA T W v [EGO AND THE THAT THE O CHECK COUNTY OF PROJECT DRAWINGS AND MENTAL HEAL SPECIFICATIONS Sr Tt-N INS OF SAN 31591 JUAN ANNO CAPSTRANO 470 E, CA SA EAST WARNER AVE. �, 40T DIEGO 4Op RE 54N DECO COUNTY E W. A 741! LA DSCAPNMEMAL CT OF IS CONFINED TO A SAN JUAN CAPISTRANO,CA 92675 IRVINE, CA 92618 SANTA ANA, CA 92705 1. There shall be no hazardous materials stored and /or used within this p e REVEW ONLY AND DOES NOT Re.EV>= W. As TILE LANDSCAPE ARCHITECT oP WORK of Mr TEL (949) 493 -2600 TEL (949) 450 -1088 TEL' (714) 668 -4200 building which will exceed the quantities listed In UBC Tables 3-D and RE5 OPEADLITE5 FOR MO'ECT DESIGN' CONTACT' ERIC CHASTAN CONTACT; JIM MICKARTZ CONTACT' JERRY LEONHARDT 3-E, unless shown noted and detailed on these drawings. v� DR. RLM DESIGN GROUP, NO m 5l CAMINO CAPISTRANO CIVIL ENGINEER' STRUCTURAL ENGINEER' IRRIGATION CONSULTANT' 2. There shall be no abrupt changes in elevation along the path of travel to SAN JUAN CAPISTRANO, CA 92675 VICE CONSULTANTS ADS CONSULTING ENGINEERS WATER CONCERN LTD this building. Ramps shall not exceed 8.33% (inspector to verify). FAS-BUILT PLANS AND A 19x9) 493 -2600 9 P rlfy). OF ENGINEERING III CORPORATE DRIVE, SUITE 210 19 MONARCH BAY PLAZA 29829 SANTA MARGARITA PKW7..STE. 200 See grading plan for elevations of sidewalks along the path of travel. RT SHALL BE KEPT en LARRY RTAN DATE F074 LADERA RANCH, CA 92694 DANA POINT, CA 92629 RANCHO SANTA MARGARITA, CA 92688 SCALEj:�NTTS� ILABLE ON SITE REGISTRATION tp; zsoz TEL CONTACT; 542-7220 Pick TEL' TAC 276-7028 TEL CONTACT, 635-0474 3. All materials installed in this building shall be a minimum Class'C' VICINITY MAP EXPRATION DATE 09 -30 -2015 CONTACT' RICH MOORS CONTACT' MOSTAFA OLOUMI CONTACT' STEVE HOHL LINDERSROUND SERVICE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS e PUBLIC WORKS PLANNING AND BUILDING ENGINEERING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT I�1 //� [,5� DEPARTMENT 01 ENNRONMENTAL HEALTH SDWD W10 -15 AUIHUKIIY l}`® V / \Y. Y� . LAND AND WATER DUALITY DINSIgJ Sant Juan Capistrano CA Or San Juan6sedimm�o,CA92676 DESIGN 8I Wm .RJMdeslgngroup.mm GRGIIP 42J 19 49149 32fi901ax TWO WORKING DAYS GLENN LEEKS DATE SIGN DATE 19491193 -2600 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE SIGN DATE BEFORE YOU DIG ENnRONMENTAL HExLTH SPECIALIST SIGNATURE EXPIRE 2 YES. AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Desle � 7D BY: 1 DRAWN STAFF cHECKE E eY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPRsgo LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: - `�u�LY _ ENCINITAS COMMUNITY PARK 10630 =G .A. NO.. 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LAIlIKY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE TITLE SHEET A -01 SHEET 1 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA s a e a 0 0 a Y r m 0 0 a as Qn o tz i a E m< � o is z m zz � o a rc n v n RECYCLED WATER SYSTEM (PUBLIC) ENCINITAS COMMUNITY PARK 425 SANTA FE DRIVE, CARDIFF BY THE SEA, CALIFORNIA DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS AND COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO BY N ry Cfl LEGEND RM 4" RECYCLED WATER IRRIGATION METER BP BOOSTER PUMP DM DOMESTIC WATER METER ® RP BACKFLOW PREVENTOR — a+ RECYCLED WATER LINE PER CIVIL PLAN IRRIGATION LEGEND- DOMESTIC USE AREAS POTABLE WATER LINE PER CIVIL PLAN F L-4.4 W FIRE HYDRANT Q RECYCLED WATER SIGN LOCATION ® DRINKING FOUNTAIN NOTE: TEST STATION TO BE INSTALLED ON ALL STAND ALONE DRINKING FOUNTAINS, SAN DIEGUITO WATER DISTRICT TO APPROVE PRIOR TO INSTALLATION. REFER TO DETAIL ON SHEET 14.3 (D DOMESTIC WATER QUICK COUPLERS FOR INFIELD BRICK DUST WASHDOWN © POTENTIAL EATING AREA (PICNIC TABLE PAD) PRESSURE SUPPLY LINE DOMESTIC WATER IRRIGATION PRESSURE SUPPLY LINE (FOR QUICK COUPLERS AT BASEBALL INFIELD BRICK DUST) RECYCLED WATER USE AREA DOMESTIC WATER USE AREA THERE ARE NO EXISTING WELLS ON THE PROJECT SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION PLANS -3.00 - 3.15 IRRIGATION LEGEND- RECYCLED USE AREAS L 4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L 4.3 IRRIGATION PUMP AND FILTER DETAILS L-4.4 IRRIGATION DETAILS L- 4.5 -4.6 HYDROZONE MAP AND CALCULATIONS L-43 UNOER5ROUNO 5ERVIGE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS G°F , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ALL: DEPARTMENT OF ENVIRONMENTAL HEALTH AUTHORITY G /"1LL: LAND AND WATER QUALITY DIVISION +� 31591 Camino Capistrano �, San Juan Capistrano, CA 92675 DESIGN f w .RJMdesigngroupwm MORDUP � V GLENN LEEKS sa < [9491493-2690 tax Rj TWO WORKING DAYS ENVIRONMENTAL HEALTH SPECIALIST SIGN DATE 9lF r `tF��' [9491493-2600 phone SIGN DATE SIGN DATE DIHEVIHUX713F ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN BY: DRAwNSTAFF !CHECKED Y: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPROV&P LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: �vaai � ``.�u,gx7� ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 EA KY P. AN, L.L.A. EXP.: 09 30 13 DATE DATE RECYCLED WATER USE PLAN A -02 SHEET 2 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a 0 0 a Y i m O a Qu o� � a E i r G �o �a z N z o ¢ n o� SAN DIEGUITO WATER INSPECTION PROCEDURES THE CONTRACTOR SHALL NOT PROCEED WITH ANY SUBSEQUENT PHASE OF WORK UNTIL THE PREVIOUS PHASE HAS BEEN INSPECTED AND APPROVED BY THE INSPECTOR. INSPECTION SHALL BE MADE ON A CONTINUOUS BASIS AND SHALL SPECIFICALLY INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING INTERVALS OF WORK: A) RECEPTION OF ALL MATERIALS TO WORK SITE PRIOR TO ANY INSTALLATION. B) TRENCH EXCAVATION AND BEDDING PRIOR TO PLACEMENT OF THE PIPE FITTINGS OR STRUCTURES. C) PLACING OF PIPE, FITTINGS AND STRUCTURES. D) PLACING OF BACKFILL AND COMPACTION ANDIOR CONSOLIDATION OF BACKFILL WITHIN THE PIPE ZONE. E) PLACING THE REMAINDER OF BACKFILL AND PERFORMING NECESSARY BACKFILL, COMPACTION, AND TESTING AS REQUIRED HEREIN. F) TESTING AND INSPECTION AFTER ALL COMPACTION AND BACKFILL REQUIREMENTS ARE ACHIEVED AND PRIOR TO PAVING. FINAL INSPECTION: FOLLOWING THE COMPLETION OF ALL CONSTRUCTION WORK AND THE SUBMITTAL AND APPROVAL OF RECORD DRAWINGS, THE CONTRACTOR SHALL REQUEST FINAL INSPECTION OF THE WORK. THIS REQUEST SHALL INCLUDE THE SCHEDULING OF OPERATIONAL TESTING. SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION PLANS L3.00 -3.15 IRRIGATION LEGEND- RECYCLED USE AREAS L 4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L 4.3 IRRIGATION PUMP AND FILTER DETAILS L 4.4 IRRIGATION DETAILS L 4.5 -4.6 HYDROZONE MAP AND CALCULATIONS L 4.7 RECYCLED WATER SYSTEM (PUBLIC) ENCINITAS COMMUNITY PARK 425 SANTA FE DRIVE, CARDIFF BY THE SEA, CALIFORNIA SAN DIEGUITO WATER DISTRICT RECYCLED WATER NOTES 1) ALL WORK SHALL BE DONE INACCORDANCE WITH THE "RULES AND REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE SAN DIEGUITO WATER DISTRICT." 2) DRINKING FOUNTAINS AND DESIGNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, EFC. 3) BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUNOFF, OVER -SPRAY AND MISTING. 4) HOSE BIBS ARE STRICTLY PROHIBITED UNLESS DESIGNED AND OPERATED INA MANNER ACCEPTABLE TO THE DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 5) ON -SITE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED. 6) NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE DISTRICT. 7) ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER DISTRICT RULES AND REGULATIONS. 8) HOURS FOR IRRIGATION WITH RECYCLED WATER ME FROM 10:00 P.M. TO N A.M. THE HOURS FOR IRRIGATION Min DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. 9) BURIAL OF ALL WIRING AND PIPING SHALL BE PER DISTRICT RULES AND REGULATIONS. 10) NON - DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11) IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER - SPRAYING ON SIDEWALKS, STREETS AND NON- DESIGNATED USE AREAS. 12) RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER DISTRICT RULES AND REGULATIONS. 13) ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AMA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14) ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING 'NON-POTABLE OR RECYCLED WATER", COLOR-CODED PURPLE AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER DISTRICT RULES AND REGULATIONS. 15) ON NEW ON-SITE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16) CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17) IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES AND REGULATIONS. 18) DEVELOPERICONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 19) THE REQUIRED CROSSCONNECTION INSPECTION SHALL BE DONE BY EITHER THE DISTRICT ANDIOR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20) THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER 'DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21) AN ON -SITE WATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOWI CROSS CONNECTION PROTECTION, THE DISTRICT RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT MIKEWELLS AT 760833 -2747 NAME PHONE NUMBER AFTER HOURS CONTACT MIKE WELLS AT 760-8154888 NAME PHONE NUMBER 22) ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23) CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24) EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. 25) A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREA IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8 -112 "x11 "SIZED SIGN. COLOR PURPLE BACKGROUND WITH BLACK LETTERING: GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6 DO AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON -SITE. NOSYSTEMSHALLAT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN -OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC GIVEN THE HIGH TURNOVER RATE T EMPLOYEES O THE DAILY B SASE INDUSTRY, IT IS LANDSCAPE CONTRACTOR INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON -SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BYTHE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3 -X 4', PURPLE IN COLOR, WITH THE WORDS "WARNING - RECYCLED WATER- DO NOT DRINK' IMPRINTED ON ONE SIDE, AND 'NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE -WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE -WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 9. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS 'RECYCLED WATER USED FOR IRRIGATION IN ENGLISH AND SPANISH, WITH BLACK LETTERS V HIGH DNA PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 18" X 12' SIZE 0.032 ALUMINUM SIGNS PURCHASED FROM SAN DIEGUITO WATER DISTRICT uCKGROUND wni m Lc i TERING RECYCLED WATER SIGN NO SCALE N Cfl M UN to KOUI selavice ALERT SAN ELIJO JOINT POWERS V�*cog� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �//��yI AUTHORITYC✓ / \ L Imo.: y 31591 Camim Capislano sir San JuanCapislano,CA92675 u u ww A MeesigNQP.Mun GROUP [949] 493- 2690 /ax TKO KORKINS DAYS SIGN DATE INN] 4932600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED APP�§ D:.H/yy� LOCATION: SEE SHEET C -0.1 (HORIZONTAL DATE: � � i�1cr4"°Y _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA v P. AN, L.L.A. EXP.: 09/30/13 DnrE DATE RECYCLED WATER USE PLAN A -03 SHEET 3 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBUC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACIUTY. UTILITY NOTE Moll 11111 11 1 11 0: iiR[ HI. IFk91I*: T 11 \:1aI.mEll,0111P.I11gdH:T011.0 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WNH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL REPQEr PREPARED BY GEOPACIFICA. INC. DATED JULY 13, 2010 AND UPDATE(S) DATED 2011, SEPT. 8. 2011, AND SEPT. 15, 2011 PROJECT# "HALL PROPERTY" SHALL BE CONSIDERED AS A RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 5. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 7. GRADING AND EQUIPMENT OPERATION SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 10630 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN 1. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 11. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 16. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTIUTY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760) - 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 D. TELEPHONE - SBC BELL - (760) - 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL EROSION CONTROL [SEE SHEET C -4.11 [SEE SHEET CA.11 STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBUC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR THE TURFAANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 1. INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. 2. INSTALL 4 BRONZE COMMERCIAL FIRE HYDRANT(S) AT LOCATION(S) INDICATED. MINIMUM GPM SHALL BE 2500 GPM. INSTALLATION SHALL BE AS PER SAN DIEGUITO WATER DISTRICT SPECIFICATIONS. 3. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: (1) ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY APPROPRIATE DEPARTMENT OR AGENCY; (2) FIRE AND /OR ACCESS ROADS SHALL HAVE THE FOLLOWING AS A MINIMUM; THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; OR, PROVIDE A LETTER FROM A LICENSED CIVIL ENGINEER THAT STATES OTHER ROAD SURFACE WILL SUPPORT WEIGHT OF FIRE APPARATUS (75,000 LBS.) AND IS CONSIDERED AN ALL- WEATHER SURFACE FOR TEMPORARY USE NOT TO EXCEED 60 DAYS AND (3) ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPUCABLE WATER DISTRICT. 4. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED IMPROVED WIDTH OF NOT LESS THAN 24 FEET; CURB LINE TO CURB UNE, AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. ACCESS ROADS SHALL BE ALL WEATHER SURFACE AND DESIGNED TO SUPPORT IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. 5. GRADE: THE GRADIENT FOR A FIRE APPARATUS ROADWAY SHALL NOT EXCEED 20% GRADES EXCEEDING 15% (INCLINE OR DECLINE) SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE INSTALLATION OF FIRE SPRINKLER SYSTEMS AND /OR SURFACE OF PORTLAND CEMENT CONCRETE (PCC), WNH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION/LENGTH OF TRAVEL AND GRADE. THE ANGLE OF DEPARTURE AND APPROACH OF FIRE ACCESS ROADS SHALL NOT EXCEED SEVEN DEGREES (12 PERCENT). 6. ALL GATES OR OTHER DEVICES, WHICH COULD OBSTRUCT FIRE ACCESS ROADWAYS OR HINDER EMERGENCY OPERATIONS ARE PROHIBITED UNLESS THEY MEET FIRE DEPT. STANDARDS PROVIDE APPROVED EMERGENCY KEY OPERATED SWITCHES THAT OVERRIDE COMMAND FUNCTIONS AND OPEN GATE(S). ACCESS GATES LEADING TO FOUR (4) OR MORE RESIDENCES OR LOTS AND GATES ACCESSING ALL OTHER OCCUPANCIES SHALL ALSO BE EQUIPPED WITH APPROVED TRAFFIC STROBE SENSOR(S), WHICH WILL OPEN THE GATE ON APPROACH OF EMERGENCY VEHICLES. GATES SHALL HAVE BATTERY BACK -UP OR MANUAL MEANS OF DISCONNECT IN CASE OF POWER FAILURE. KNOX KEY - OPERATED SWITCHES SHALL BE THE DUAL SWITCH TYPE WITH COVERS PROVIDED TO ALSO PROVIDE ACCESS BY LAW ENFOREMCENT PERSONNEL. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON- DUSTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES MICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS GVEN BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTIUTIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION MEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. B. ALL COPPER TUBING USED FOR AIR RELEASE, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. EARTHWORK DATA DRAWING SHEET INDEX STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2-FEET H : 1 -FOOT V SHEET C -0.1 MAXIMUM VERTICAL DEPTH OF CUT = 15-FEE Y SHEET C -0.1.1 MAXIMUM VERTICAL DEPTH OF FILL = 14-FEET SHEET C -0.2 CUT = 164.100 C.Y. FILL = 164.100 C.Y. SHEET C -0.3 TO C -0.3.1 EXPORT = 0 C.Y. SHEETS C -0.4 TO C -0.7 REMEDIAL = 46,000 C.Y. (2-FOOT REMOVAL AND RECOMPACTION UNDER AND 5-FEET OUTSIDE OF SHEETS C -0.8 TO C -0.9 BUILDING AREAS - INCLUDED IN CUT/FILL YARDAGE) SHEETS C -1.1 TO C -1.17 SOIL RE -USE REMEDIATION = 70000± C.Y. (REMOVAL AND RECOMPACTION) - ESTIMATED SHEET C -2.1 SHEETS C -3.1 TO C -3.2 KEY MAP /CONSTRUCTION NOTES SHEETS C -4.1 TO C -4.4 SHEETS C -5.1 TO C -5.4 SECTIONS SHEET C -6.1 SHEET CBA -7.1 DETAILS SHEET CBA -7.2 SHEET CBA -7.3 APWA STD. DETAIL SHEETS SHEET CBA -8.1 SHEET CBA -8.2 PRECISE GRADING PLANS SHEET CBA -9.1 OWNER CITY OF ENCINITAS 505 S. VIILCAN AVENUE ENCINITAS, CA 92024 PH: 760 -633 -2600 6911X_01110=IR APNS: 260 - 650- 01 -00, 260 - 181- 37 -00, 260 - 181- 56 -00, 260 - 181- 59 -00, 260 - 181 -91 1HRU 96 260 - 181 -63 THRU 64, 260 - 181 -71 1HRU 74 LEGAL DESCRIPTION PORTIONS OF THE NORTHWEST QUARTER AND THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 4 WEST SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF SANTA FE DRIVE BEING NORTH 89459'47° EAST AS SHOWN ON RECORD OF SURVEY 15762. W, P Is 00 N N.T.S. O I, JAMES E KNOWLTON. A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS RCE NO EXP. DATE JOB iT GEOPACIFICA, INC. 3060 INDUSTRY, SUITE 105 OCEANSIDE, CA 92054 PH: 760- 721 -5488 6YC \Iq,llga[Hyq:[H I.Igq:ZH i': LH:1:1 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 'J ' "" wk� 4 D9 SIGNATURE: DATE; 12 / / RICHARD A. MOORE SDWD W10 -150 BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY DEH Control #iW 3201 CITY IN GOOD WORKING ORDER. UNDERGROUND SERVICE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS WxuEC =11ar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G A o V x uErvT a w Rarvuwru nEUm AUTHORITY . +EWE A �oogfa CINL l-"lL L . LAND AND WAIIR WAlltt pN9W o e' ENBNEERNO 8 I L� 9 LAND ..��yy ++�� NT�31 -13 - � SURVEYNO 04/09/12 THO WORKING DAYS GLENN LEEKS DATE SIGN °TWIT Ill CORPORATE DR., /210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU Die ENnRMUENTAL HEALTH S ECIAUST @ °��' LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: : OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE OF OR IN CON IF 6 DATE: 04/09/12 - HORIZONTAL � ud?I7 _ ENCINITAS COMMUNITY PARK 10630 -G FE & AC OR IN SV OR 6 IM SrWTA (� +,+ FE & MACWNINON AXE. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE TITLE SHEET C -0.1 SHEET 4 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA v m U U z ao � M a� °arc Jv� omp N sx n �oo U CU aN ZCECC 0S m J w ¢ ��aw NICE CONSULTANTS 111 CORPORATE DR., SUITE 210 LADERA RANCH, CA 92694 TITLE SHEET PH: 949- 542 -7220 EIR MITIGATION NOTES/LEGEND RCE 23971 KEY MAP /CONSTRUCTION NOTES RCE EXPIRES DECEMBER 31, 2011 SECTIONS DETAILS APWA STD. DETAIL SHEETS PRECISE GRADING PLANS STORM DRAIN PLAN/PROFILE (54°) UTILITY PLAN IMPERVIOUS AREA EROSION CONTROL PLAN HORIZONTAL CONTROL PLAN IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,392,600 SQ.FT. (PRE - EXISTING CONDITION W /GREENHOUSES) REMEDIAL GRADING PLAN IMPERVIOUS AREA AFTER CONSTRUCTION: 500.950 SQ.R. BID ALT. 15A - SKATE PARK INCREASE IN IMPERVIOUS AREA: (891,650) SOFT. (NET DECREASE) BID ALT. 45B - SKATE PARK BID ALT. 15C - SKATE PARK BID ALT. 14A - DOG PARK BID ALT. 14B - DOG PARK BID ALT. Y3 - SOFTBALL FIELD AND PARKING LOT 'A' SDWD W10 -150 BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY DEH Control #iW 3201 CITY IN GOOD WORKING ORDER. UNDERGROUND SERVICE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS WxuEC =11ar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G A o V x uErvT a w Rarvuwru nEUm AUTHORITY . +EWE A �oogfa CINL l-"lL L . LAND AND WAIIR WAlltt pN9W o e' ENBNEERNO 8 I L� 9 LAND ..��yy ++�� NT�31 -13 - � SURVEYNO 04/09/12 THO WORKING DAYS GLENN LEEKS DATE SIGN °TWIT Ill CORPORATE DR., /210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU Die ENnRMUENTAL HEALTH S ECIAUST @ °��' LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: : OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE OF OR IN CON IF 6 DATE: 04/09/12 - HORIZONTAL � ud?I7 _ ENCINITAS COMMUNITY PARK 10630 -G FE & AC OR IN SV OR 6 IM SrWTA (� +,+ FE & MACWNINON AXE. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE TITLE SHEET C -0.1 SHEET 4 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA v m U U z ao � M a� °arc Jv� omp N sx n �oo U CU aN ZCECC 0S m J w ¢ ��aw MITIGATION MEASURE AIR CUALITY -1: GRADING, EXCAVATION, AND ONSITE SOIL TRANSPORT ACTIVITIES COULD POTENTIALLY EXPOSE CONSTRUCTION WORKERS AND LOCAL RESIDENTS TO HAZARDOUS SUBSTANCES THROUGH THE INHALATION OF CONTAMINATED SOIL IN THE FORM OF FUGITIVE DUST. DUE TO THE POTENTIAL OF RELEASING HAZARDOUS CHEMICALS FROM THE SOIL DURING CONSTRUCTION ACTIMTY, THE FOLLOWING MITIGATION MEASURES ARE REQUIRED TO BE INCLUDED ON GRADING PLANS TO PREVENT THIS FROM OCCURRING: A. MINIMIZE LAND DISTURBANCE TO ACTIVE CONSTRUCTION AREAS AND STABIUZE EXPOSED SOIL IN ANY AREA NOT CURRENTLY UNDER ACTIVE CONSTRUCTION THAT HAS BEEN DISTURBED THROUGH USE OF HYDROSEEDING, SOIL STABILIZERS, OR SIMILAR METHOD. B. MINIMIZE ONSITE STORAGE OF SOIL; CONTAMINATED SOIL SHALL BE DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. C. STABILIZE THE SURFACE OF SOIL STOCKPILES IF NOT REMOVED IMMEDIATELY; MEN TEMPORARY STOCKPILING IS NECESSARY, COVER THE STOCKPILE WITH PLASTIC SHEETING OR TARPS. D. USE WATERING TRUCKS OR CHEMICAL SOIL STABILIZERS TO CONTROL FUGITIVE DUST; WATERING /STABIUZATION SHALL BE SUFFICIENT TO PREVENT VISIBLE DUST PLUMES FROM OCCURRING. E. SUSPEND GRADING AND EARTH MOVING WHEN WIND GUSTS EXCEED 25 MPH UNLESS THE SOIL IS WET ENOUGH TO PREVENT DUST PLUMES. F. MINIMIZE THE FREE DROP HEIGHT OF EXCAVATED SOIL DURING BATCH -DROP OPERATIONS (I.E., EARTHWORK WITH FRONT -END LOADER OR BACKHOE) SO THAT THE GENERATION OF DUST IS LIMITED TO THE TRUCK BED. G. INSTALL GRAVEL BEDS AND WHEEL SHAKERS IN ALL DIRT CONSTRUCTION ACCESS ROADS TO REMOVE SOIL FROM TIRES OF VEHICLES EXITING THE PROJECT SITE; GRAVEL BEDS SHALL BE DESIGNED TO EXTEND 5 FEET BEYOND THE WIDTH OF THE ROADWAY WITH A MINIMUM LENGTH OF 20 FEET. WHEEL SHAKERS SHALL BE INSTALLED AT BOTH ENDS OF GRAVEL BEDS AND WILL EXTEND THE FULL WIDTH OF THE ROADWAY. H. SWEEP AND RINSE PAVED STREETS AT LEAST TWICE PER DAY OR MORE OFTEN WHEN THERE IS EVIDENCE OF DIRT THAT HAS BEEN CARRIED ON TO THE ROADWAY. I. REVEGETATE DISTURBED LAND AS SOON AS FEASIBLE; REVEGETATION SHALL INCLUDE VEHICULAR PATHS CREATED DURING CONSTRUCTION TO AVOID FUTURE OFF -ROAD VEHICULAR ACTIVITIES. J. INSTALL PROJECT LANDSCAPING AS SOON AS CONSTRUCTION IN AN AREA IS COMPLETE TO MINIMIZE EXPOSED SOILS. MITIGATION MEASURE BIOLOGY -1 EROSION OF THE PROJECT SITE DURING CONSTRUCTION AND POST - CONSTRUCTION PHASES SHALL BE CONTROLLED THROUGH THE USE OF BMPS BMPS SHALL BE OUTLINED IN A SWPPP PRODUCED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION ACTIVITY ONSITE. BMPS SHALL BE ESTABUSHED TO PROTECT FILL MATERIAL FROM ENTERING THE RIPARIAN SCRUB HABITAT THAT EXISTS DIRECTLY ADJACENT TO THE PROJECT SITE. EXAMPLES OF BMPS THAT MAY BE IMPLEMENTED INCLUDE, BUT ARE NOT LIMITED TO, SEDIMENT CONTROL MEASURES SUCH AS SILT FENCES, FIBER ROLLS, CHECK DAMS, AND /OR SAND BAG BARRIERS; EROSION CONTROL MEASURES INCLUDING HYDRAUUC MULCH, HYDROSEEDING, EROSION CONTROL BLANKETS, OR SIMILAR TREATMENTS; AND PERMANENT MEASURES SUCH AS A VEGETATED DETENTION BASIN, DRY STREAMBED, AND INFILTRATION STRIPS. FURTHER DETAIL CONCERNING MITIGATION MEASURES TO CONTROL POTENTIAL EROSION AND RUNOFF IS DISCUSSED IN SECTION 3.7, HYDROLOGY AND WATER QUAUTY (MITIGATION MEASURE HYDROLOGY -1). MITIGATION MEASURE BIOLOGY -2 MITIGATION MEASURE BIOLOGY -2 SHALL BE INCLUDED ON THE GRADING PLANS. THE BREEDING/NESTING SEASON FOR RAPTORS IS FEBRUARY 1 THROUGH AUGUST 30. IF CONSTRUCTION ACTVTES TAKE PLACE OUTSIDE OF THE BREEDINGMESTING SEASON, NO ADDITIONAL MEASURES WILL BE REWIRED. IF CONSTRUCTION IS PLANNED OR DESIRED DURING THE BREEDING SEASON, RAPTOR NEST SURVEYS SHALL BE CONDUCTED WITHIN IN A WEEK PRIOR TO TREE CUTTING OR GRADING NEAR MATURE TREES TO ENSURE THAT ACTIVE NESTS ARE NOT PRESENT. A QUAUFlED BIOLOGIST SHALL CONDUCT THE SURVEYS AND PREPARE A SURVEY REPORT. IF NO RAPTOR NESTS ARE DISCOVERED IN THE TREES TO BE REMOVED, NO FURTHER MITIGATION WILL BE REQUIRED. IF ANY ACTIVE RAPTOR NESTS ARE DISCOVERED DURING PRE - CONSTRUCTION SURVEYS, THE BIOLOGIST SHALL MARK ALL OCCUPIED TREES AND DEUNEATE A 50 -FOOT BUFFER AREA AROUND EACH OCCUPIED TREE. A 50 -FOOT BUFFER IS CONSIDERED SUFFICIENT BECAUSE OF THE ADJACENT URBAN DEVELOPMENT. NO CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN THE 50 -FOOT BUFFER UNTIL THE YOUNG HAVE FLEDGED, AS DETERMINED BY A QUALIFIED BIOLOGIST. TIMING: MITIGATION MEASURE BIOUOGY-2 SHALL BE INCLUDED ON GRADING PLANS PRIOR TO GRADING PERMIT ISSUANCE. SURVEYS SHALL BE COMPLETED NO MORE THAN 1 WEEK PRIOR TO TREE CUTTING OR GRADING WITHIN 50 FEET OF MATURE TREES, IF CONSTRUCTION IS PLANNED OR DESIRED DURING THE BREEDING SEASON (FEBRUARY 1 THROUGH AUGUST 30) MITIGATION MEASURE BIOLOGY -3 SHALL BE IMPLEMENTED AND INCLUDED ON GRADING PLANS. THE BREEDINGMESTING SEASON IS FEBRUARY 1 THROUGH AUGUST 30. IF CONSTRUCTION IS PLANNED OR DESIRED DURING THE BREEDING SEASON WITHIN 50 FEET OF THE RIPARIAN AREA, PRE - CONSTRUCTION SURVEYS FOR SENSITIVE MIGRATORY BIRDS SHALL OCCUR 1 WEEK PRIOR TO THE BEGINNING OF CONSTRUCTION. IF SENSITIVE RIPARIAN BIRD SPECIES ARE FOUND TO BE PRESENT, A BIOLOGICAL MONITOR SHOULD VISIT THE SITE ONCE A WEEK DURING THE BREEDING/NESTING SEASON TO DETERMINE IF THE SPECIES ARE BEING ADVERSELY AFFECTED BY THE CONSTRUCTION ACTIVITIES. IF THE MONITOR FINDS ADVERSE IMPACTS, CONSTRUCTION ACTIVITY SHALL CEASE WITHIN 50 FEET OF THE RIPARIAN AREA UNTIL NESTING IS COMPLETE. POTENTIAL LOCATIONS WERE CONSTRUCTION MAY BE WITHIN 50 FEET OF THE RIPARIAN AREA INCLUDE THE SOUTHEAST CORNER OF THE DOG PARK AND ALONG THE WESTERN BOUNDARY, NORTHEAST OF BACH STREET AS SHOWN IN FIGURE 3.9 -1. IF CONSTRUCTION ACTIVITIES WITHIN 50 FEET OF THE RIPARIAN AREA TAKE PLACE OUTSIDE OF THE BREEDINGMESTING SEASON, NO ADDITIONAL MEASURES WILL BE REQUIRED. MITIGATION MEASURE HAZARDOUS MATERIALS -3 THE CONSTRUCTION CONTRACTOR SHALL PREPARE AN EMERGENCY ACTION PLAN BASED ON THE POTENTIAL FOR UNKNOWN BURIED HAZARDOUS OBJECTS /FEATURES (I.E., USTS, PIPELINES) TO BE LOCATED ON THE PROJECT SITE. THE EMERGENCY ACTION PLAN SHALL ADDRESS THE PROCEDURES AND RESPONSE ACTIONS THAT MUST OCCUR IMMEDIATELY IF A POTENTIALLY HAZARDOUS FEATURE IS ENCOUNTERED BELOW GROUND DURING CONSTRUCTION ACTIVITIES. SPECIFIC SAFETY PROCEDURES AND ACTIONS SHALL BE BASED ON THE TYPE OF HAZARDOUS FEATURE SHALL BE INCLUDED IN THE PLAN, INCLUDING SPILL RESPONSE ACTIONS SUCH AS IMMEDIATE CONTAINMENT PROCEDURES AND EMERGENCY NOTIFICATIONS SHOULD AN IMPACT CAUSE A POTENTIALLY HAZARDOUS MATERIALS RELEASE. THE PLAN SHALL INCLUDE CONTACT INFORMATION FOR TI CITY PROJECT MANAGER, EFPD, AND DEH CONTACT PERSON WHO WOULD BE NOTIFIED IMMEDIATELY IN THE EVENT THAT A HAZARDOUS OBJECT /FEATURE WAS DISCOVERED ONSITE DURING CONSTRUCTION ACTIVITIES. MITIGATION MEASURE CULTURAL -1 TO ENSURE THAT NO UNRECORDED HISTORIC OR PREHISTORIC RESOURCES ARE IMPACTED BY GRADING AND CONSTRUCTION ACTIVITIES, A QUAUFlED ARCHAEOLOGIST MEETING THE SECRETARY OF THE INTERIOR'S PROFESSIONAL QUAUFICATION STANDARDS SHALL BE REQUIRED TO CONDUCT FIELD VISITS DURING PERIODS MEN GROUND- DISTURBING ACTIVITIES ARE SCHEDULED TO OCCUR. IN THE EVENT THAT A POTENTIAL FEATURE OR INTACT ARCHAEOLOGICAL DEPOSIT IS ENCOUNTERED DURING DEVELOPMENT, WORK SHALL BE HALTED IN THAT AREA, AND THE RESOURCE ASSESSED FOR SIGNIFICANCE. IF SIGNIFICANT RESOURCES ARE IDENTIFIED, A DATA RECOVERY PLAN SHALL BE IMPLEMENTED BY A QUALIFIED ARCHAEOLOGIST. THE PURPOSE OF THE DATA RECOVERY PLAN IS TO IDENTIFY THE STEPS FOR EXCAVATING THE SITE AND ANALYZING THE COLLECTED DATA, THEREBY MITIGATING IMPACTS TO THE SITE. THE DATA RECOVERY PLAN SHALL INCLUDE, BUT IS NOT UMIIED TO DETAILS REGARDING RECOVERY TECHNIQUES; ANY NEED FOR SPECIAL STUDIES; RESEARCH QUESTIONS AND DATA NEEDS; ANY SPECIFIC PROCEDURES FOR COLLECTING, DOCUMENTING, AND PROCESSING MATERIAL; PROCEDURES FOR CATALOGING AND ANALYZING MATERIAL RECOVERED; AND PROCEDURE FOR THE CURATION OF ANY RECOVERED ARTIFACTS. ONCE THE SITE HAS BEEN EXCAVATED ACCORDING TO THE PLAN, THE SITE WOULD BE CONSIDERED MITIGATED TO A LEVEL LESS THAN SIGNIFICANT. TO MINIMIZE POLLUTANT LOADS IN RUNOFF GENERATED FROM THE PROPOSED PARK, THE FOLLOWING MEASURES SHALL BE REQUIRED: A. HAZARDOUS MATERIALS SHALL BE PLACED IN APPROVED CABINETS, SHEDS, OR SIMILAR B. TRASH STORAGE AREAS SHALL BE PAVED WITH AN IMPERVIOUS SURFACE, DESIGNED NOT TO ALLOW RUNON FROM ADJACENT AREAS AND SCREENED OR WALLED TO PREVENT OFFSITE TRANSPORT. ALL TRASH CONTAINERS SHALL HAVE ATTACHED UDS THAT EXCLUDE RAIN OR BE COVERED BY A ROOF OR AWNING TO MINIMIZE EXPOSURE TO DIRECT PRECIPITATION. C. RUNOFF FROM PARKING AREAS SHALL BE DIRECTED INTO GRAVEL FILTRATION STRIPS ADJACENT TO THE DOWNSTREAM SIDE OF EACH PARKING LOT. THE FILTRATION STRIPS SHALL HAVE A MINIMUM TRAVEL TIME OF 5 MINUTES, REWIRING 100 TO 200 FEET BASED ON THE FINAL GRADE TO MAXIMIZE INFILTRATION. FILTRATION STRIPS SHALL ACCEPT STORM WATER IN A SHEET FLOW STATE TO MAXIMIZE INFILTRATION AND AVOID SHORT - CIRCUITING. DISCHARGE OR OVERFLOW FROM PARKING LOT FILTRATION STRIPS SHALL NOT CAUSE CONCENTRATED FLOW'S INTO SURROUNDING GRASSY FIELDS. D. THE RESULTING SHEET FLOWS SHALL BE DIRECTED INTO ROCK -UNED CHANNELS TO REDUCE VELOCITIES AND ALLOW THE REMAINING PARTICLES TO SETTLE OUT PRIOR TO RELEASING WATERS INTO ROSSINI CREEK. E. CONCRETE STAMPING, OR THE EQUIVALENT, OF ALL STORM WATER CONVEYANCE SYSTEM INLETS AND CATCH BASINS WITHIN THE PROJECT WITH PROHIBITIVE LANGUAGE (E.G., "NO DUMPING - I LIVE DOWNSTREAM ") SHALL BE IMPLEMENTED. SIGNS SHALL BE POSTED WITH PROHIBITIVE LANGUAGE AND /OR GRAPHIC ICONS PROHIBITING ILLEGAL DUMPING AT PUBLIC ACCESS POINTS ALONG CHANNELS AND DRAINAGES WITHIN THE PROJECT SITE. F. THE DOG PARK SHALL BE DESIGNED TO DIRECT RUNOFF FROM THE DOG -USE AREA INTO BIOFILTRATION AREAS TO MAXIMIZE INFILTRATION. UNDULATIONS IN GRASSY AREAS SHALL BE INCORPORATED TO REDUCE DOG PARK RUNOFF AND PROMOTE ONSITE RETENTION OF POTENTIAL RUNOFF. G. THE DOG PARK SHALL INCLUDE WASTE STATIONS (INCLUDING WASTE BAGS AND WASTE RECEPTACLES) AND INFORMATION REQUIRING DOG OWNERS AND PARK PATRONS TO IMMEDIATELY PICK UP AND PROPERLY DISPOSE OF DOG WASTE. H. THE OPERATIONS AND MAINTENANCE PROGRAM FOR THE PARK SHALL INCLUDE DAILY CLEANUP OF DOG WASTE AND STOCKING OF WASTE STATIONS THAT ARE FULLY CONTAINED. MITIGATION MEASURE PALEONTOLOGY -1: THE FOLLOWING MEASURES SHALL BE INCLUDED ON PROJECT GRADING PLANS TO AVOID POTENTIAL DIRECT IMPACTS TO PALEONTOLOGICAL RESOURCES: A. A QUAUFlED PALEONTOLOGIST SHALL BE AT THE PRE - CONSTRUCTION MEETING TO CONSULT WITH THE GRADING AND EXCAVATION CONTRACTORS CONCERNING EXCAVATION SCHEDULES, PALEONTOLOGICAL FIELD TECHNIQUES, AND SAFETY ISSUES. A QUAUFlED PALEONTOLOGIST IS DEFINED AS AN INDIVIDUAL WITH AN MS OR PHD IN PALEONTOLOGY OR GEOLOGY THAT IS FAMIUAR WITH PALEONTOLOGICAL PROCEDURES AND TECHNIQUES, WHO IS KNOWLEDGEABLE IN THE GEOLOGY AND PALEONTOLOGY OF SAN DIEGO COUNTY, AND WHO HAS WORKED AS A PALEONTOLOGICAL MITIGATION PROJECT SUPERVISOR IN THE COUNTY FOR AT LEAST 1 YEAR. B. IF UNWEATHERED STRATA WITHIN THE BAY POINT FORMATION ARE EXPOSED, WORK SHALL HALT IMMEDIATELY, AND A QUAUFlED PALEONTOLOGIST SHALL BE CALLED TO INSPECT THE EXPOSURES. IF UNWEATHERED STRATA ARE EXPOSED, THE OUAUFIED PALEONTOLOGIST SHALL IDENTIFY A MONITORING PLAN, WHICH SHALL INCLUDE, AT A MINIMUM, A PALEONTOLOGICAL MONITOR ONSITE ON A PART -TIME BASIS TO INSPECT THE EXPOSURES FOR CONTAINED FOSSILS. A PALEONTOLOGICAL MONITOR IS DEFINED AS AN INDIVIDUAL WHO HAS EXPERIENCE IN THE COLLECTION AND SALVAGE OF FOSSIL MATERIALS. ALL MONITORING WORK SHALL BE DIRECTED BY A QUALIFIED PALEONTOLOGIST. C. IF FOSSILS ARE DISCOVERED, THE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL RECOVER THE FOSSILS. IN MOST CASES THIS FOSSIL SALVAGE CAN BE COMPLETED IN A SHORT PERIOD OF TIME. HOWEVER, SOME FOSSIL SPECIMENS (SUCH AS A COMPLETE LARGE MAMMAL SKELETON) MAY REQUIRE AN EXTENDED SALVAGE PERIOD. IN THESE INSTANCES THE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL BE ALLOWED TO TEMPORARILY DIRECT, DIVERT, OR HALT GRADING TO ALLOW RECOVERY OF FOSSIL REMAINS IN A TIMELY MANNER. BECAUSE OF THE POTENTIAL FOR THE RECOVERING OF SMALL FOSSIL REMAINS, SUCH AS ISOLATED MAMMAL TEETH, IT MAY BE NECESSARY TO SET UP A SCREEN- WASHING OPERATION ON THE SITE. IF RESOURCES ARE DISCOVERED AND THE ABOVE SALVAGE ACTIVITIES ARE EXECUTED, THE FOLLOWING MEASURES SHALL ALSO BE IMPLEMENTED: • FOSSIL REMAINS COLLECTED DURING MONITORING AND SALVAGE SHALL BE CLEANED, REPAIRED, SORTED, AND CATALOGED AS PART OF THE MITIGATION PROGRAM. • PREPARED FOSSILS, ALONG WITH COPIES OF ALL PERTINENT FIELD NOTES, PHOTOS, AND MAPS, SHALL BE DEPOSITED (AS A DONATION) IN A SCIENTIFIC INSTITUTION NTH PERMANENT PALEONTOLOGICAL COLLECTIONS SUCH AS THE SAN DIEGO NATURAL HISTORY MUSEUM. DONATION OF THE FOSSILS SHOULD BE ACCOMPANIED BY FINANCIAL SUPPORT FOR INITIAL SPECIMEN STORAGE. • A FINAL SUMMARY REPORT SHALL BE COMPLETED THAT OUTUNES THE RESULTS OF THE MITIGATION PROGRAM. THIS REPORT SHALL INCLUDE DISCUSSIONS OF THE METHODS USED, STRATIGRAPHIC SECTION(S) EXPOSED, FOSSILS COLLECTED, AND SIGNIFICANCE OF RECOVERED FOSSILS. NOTE TO CONTRACTOR: CONTRACTOR SHALL ACT TO FACIUTATE COMPUANCE NTH ALL OF THE EIR MEASURES. ELIJO JOINT POWERS LEGEND [GRADING PLANS) - - - PROPERTY LINE 180 EXISTING CONTOUR 1-1-870 PROPOSED CONTOUR )180.39 EXISTING SPOT ELEVATION ENC EXISTING FIELD SURVEY ELEVATION 180.39 NG - - FLOW UNE -12"W- - EXISTING UTIUTY LINE (TYPE AND SIZE AS NOTED) GRADING/PERMIT UNITS • MATCHUNE JOIN - - JOIN LINE 3' -0" V- GUTTER CURB AND GUTTER CURB AND GUTTER W/BLOCK OUTS CURB ONLY Y Y Y SLOPE - X X X - EXISTING FENCE V -DITCH IN LANDSCAPE ----- 43 --- C- DRAIN INLET CENTERLINE --- - - - - -- SUBDRAIN D PAVEMENT RIP RAP O EXIST. MH, TYPE AS NOTED ON PLANS D4 EXIST. GAS/WATER VAVLE EXIST. TRAFFIC SIGNAL W/ STREET LIGHT (AS NOTED ON PLAN) EXIST. STREET UGHT ❑ EXIST. UTIUTY BOX -� EXIST. TRAFFIC SIGN (TYPE AS NOTED ON PLAN) EXIST. FIRE HYDRANT EXIST. TREE t EXIST. POWER /TEL. POLE EXIST. GUY WIRE H EXIST. SIGN - X -X -X- EXIST. FENCE EXIST. CHAIN UNK FENCE ® EXIST. BLOCK WALL _ - -- GB -_ GRADE BREAK 2_0% DIRECTION OF FLOW x-311 LIMIT UNE AND "STOP° PAVEMENT MARKINGS a "STOP" SIGN OR H.C. ACCESS SIGNS - SEE HORIZONTAL CONTROL SHEETS C -5 al "FIRE LANE" OR "ADA PARKING° SIGN SEE HORIZONTAL CONTROL SHEETS C -5 TREES TO BE SAVED ® ACCESSIBLE PARKING SYMBOL ■ TRUNCATED DOMES PEDESTRIAN CROSSING 1 �L BID ALTERNATE LINE all "NO DUMPING - I LIVE DOWNSTREAM" SIGN - SEE DETAIL 4/C -0.5 AND C -1.X SHEETS LEGEND [LANDSCAPE /ARCHITECTURAL PLANS) HARDSCAPE (SEE LANDSCAPE PLANS DETAILS 2 & 4. SHEET L -2.1) u MI O-® 0>�O� 39 im I�I u �w k L - - -- 6 -- ED qw tL= P/A DG (SEE LANDSCAPE PLANS DETAIL 2, SHEET L -2.3) INTERLOCKING PAVERS (SEE LANDSCAPE PLANS DETAIL 6, SHEET L -2.1) GRASS PAVERS (SEE LANDSCAPE PLANS DETAIL 4, SHEET L -2.12) INFIELD MIX (SEE LANDSCAPE PLANS SHEET L -1.9 AND SPECIFICATIONS) CONC. BAND, SEATWALL AND INTERLOCKING PAVERS (SEE LANDSCAPE PLANS DETAIL 5, SHEET L -2.1, DETAIL 6, SHEET L -21 AND DETAIL 2, SHEET L -2.6) CONIC. CHECKER BOARD HARDSCAPE (SEE LANDSCAPE PUNS DETAIL 3, SHEET L -2.16) BOULDER (SEE LANDSCAPE PLANS DETAIL 2, SHEET L -28) CONC. STAIRS AND CIEEKWALL (SEE LANDSCAPE PLANS DETAIL 2, SHEET L -25) WALL AND PLANTER (SEE LANDSCAPE PLANS SHEET L -1.1 AND SS1 AND SS2) WALL AND PILASTER (SEE LANDSCAPE PLANS DETAIL 1 AND 2, SHEET L -2.10 AND SSI AND SS2) TREE WELL WIN CONC. BAND (SEE LANDSCAPE PLANS DETAIL 5, SHEET L -21) UGHIING (SEE LANDSCAPE PLANS DETAIL 3, SHEET L -2.12) UGHTNG (SEE LANDSCAPE PLANS DETAIL 3, SHEET L -2.12) PARKING UGHTING (SEE LANDSCAPE PLANS DETAIL 3, SHEET L -2.12) PED. UGHTING (SEE LANDSCAPE PLANS DETAIL 3, SHEET L -212) PULL BOX FOR FUTURE SPORTS FIELD LIGHTING (IF APPROVED) PARKING UGHTING (SEE LANDSCAPE PLANS DETAIL 3, SHEET L -212) PICNIC PAD (SEE LANDSCAPE PUNS DETAIL 3 AND 4, SHEET L -213) GONC. PAVING 0 BIO -SWALE (SEE LANDSCAPE PUNS DETAIL 2, SHEET L -2.12) MOWCJRB (SEE LANDSCAPE PUNS DETAIL 3, SHEET L-2.1) CONC. BAND (SEE LANDSCAPE PUNS DETAIL 5, SHEET L -2.1) PILASTER WIN KIOSK (SEE LANDSCAPE PLANS DETAIL 1, SHEET L -2.11) DUG OUT (SEE LANDSCAPE PLANS DETAIL 1, SHEET L -24) ABBREVIATIONS BLDG. BUILDING C.A.B. CRUSHED AGGREGATE BASE C.B. CATCH BASIN CA CHAIN UNK C&G CURB & GUTTER CAL CENTERUNE C.O. CLEANOUT CONIC. CONCRETE DWY. DRIVEWAY ELEC. ELECTRIC E.P. EDGE OF PAVEMENT F. F. FINISHED FLOOR F.H. FIRE HYDRANT F.L FLOWUNE F.S. FINISHED SURFACE G.B. GRADE BREAK H.C. HANDICAP H.P. HIGH POINT INV. INVERT IRR. IRRIGATION L.P. LOW POINT M.H. MANHOLE P/A PLANTER AREA P.O.C. POINT OF CONNECTION P.P. POWER POLE PROP. PROPOSED R.D. ROOF DRAIN R.O.W. RIGHT OF WAY S. SOUTH S.D. STORM DRAIN ST. STREET T.C. TOP OF CURB TEL TELEPHONE T.F. TOP OF FOOTING T.G. TOP OF GRATE TMH TOP OF MANHOLE T.W. TOP OF WALL S.S. SANITARY SEWER SDRSD SAN DIEGO REGIONAL STANDARD DRAWING W WATER W. WEST W.M. WATER METER W.V. WATER VALVE TERRACE SEATING AT BALIFIELD (SEE LANDSCAPE PLANS SHEETS L -1.9 AND L -1.10) 8' TO 20' HIGH FENCE AT BALLFIELDS (SEE LANDSCAPE PLANS DETAIL 1, SHEET L -2.2 AND DETAIL 1, SHEET L -23) DOG PARK FENCE WIN GATE (SEE LANDSCAPE PUNS DETAIL 3, SHEET L -2.6) FENCE WITH GATE (SEE LANDSCAPE PUNS DETAILS 1 & 2, SHEET L -2.2) DOG PARK FENCE WIN MOWCURB (SEE LANDSCAPE PLANS DETAIL 3, SHEET L -2.1 AND DETAIL 3, SHEET L -2.6) DUGOUT FENCE (SEE LANDSCAPE PLANS DETAIL I, SHEET L -2.4) PITCHING MOUND (SEE LANDSCAPE PLANS SHEET L -1.9) HOME PLATE (SEE LANDSCAPE PLANS SHEET L -1.9) BASES AND PATH (SEE LANDSCAPE PLANS SHEET L -1.9) DRINKING FOUNTAIN (SEE LANDSCAPE PUNS DETAIL 3, SHEET L -2.3) PET DRINKING FOUNTAIN (SEE LANDSCAPE PUNS DETAIL 2, SHEET L -2.14) DOGIPOT PET STATION (SEE LANDSCAPE PLANS SHEET L -1.4) GONC. BENCH PAD NTH LIGHT, BENCH AND TRASH CAN (SEE LANDSCAPE PLANS DETAIL I, SHEET L -2.13) CONC. BENCH PAD NTH BENCH AND TRASH CAN (SEE LANDSCAPE PLANS DETAIL 1, SHEET L -2.13) ACCESSIBLE GONG. BENCH AND TRASH CANS (SEE LANDSCAPE PUNS DETAIL 2, SHEET L -2.13) BIKE RACK (SEE SITE FURNISHING SCHEDULE D8 ON SHEET L -1.0) PLANTER WALL (SEE LANDSCAPE PLANS DETAIL 2, SHEET L -2.9) FUTURE WIND TURBINE MAILBOXES (SEE LANDSCAPE PLANS SHEET L -1.3) PARKING BCLARD (SEE LANDSCAPE PLANS DETAIL 4, SHEET L -2.10) PUBLIC WORKS I PLANNING AND BUILDING I ENGINEERING NOTE TO CONTRACTOR: SPECIFIC DETAIL AND SHEET NO. REFERENCES MADE HEREON TO OTHER CONSULTANTS SHEETS ARE FOR REFERENCE ONLY AND SUBJECT TO CHANGE. CONTRACTOR SHALL REFER TO FINAL SIGNED CITY DRAWINGS FOR CORRECT DETAIL REFERENCE. ENCINITAS FIRE DEPARTMENT GALL' HUII'1VKIIT Qa r "� CML ENDNEERNO 8 I LAND SURVEYND 04/09/12 THO WORKING DAYS SIGN 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO ENDED:APPR LOCATION: AT ENONTAS CiS Sa CH TOP 6 DATE: 04/09/12 - HORIZONTAL ud?IX _ ENCINITAS COMMUNITY PARK 10630 -G MIDDLE AC OR IN AN OCi 6 IM SrWTA FE &M�MIOJ AVE R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE E.I.R. MITIGATION NOTES /LEGEND C -0.1.1 SHEET 5 OF 201 PLANNING CASE NO: 04 -197 MUP/DR/CDP/EIA m m U x z ao � M n °arc Jv� omp .4 � o Foote U aN Zo�'o zo�mE w ..¢ =S -3.0 -_� - -- h� OFFSITE STREET PLANS^ SEE SEPARATE � (DRAWING NO. 10630 -I) rtnn I LLD Uf- r C n1 � j� T FUTURE 1 TEEN CENTER/ PARKING, LOT "E" G -G S -4.0 -� a' SANTA FE col z SEE SEPARATE OFFSITE STREET PLANS \ n \ \\ \ \\ r I (DRAWING NO. 10630 -1) PARKING LOT'D' \\ II SANTA FE PLAZA 1 \ \\ \\ \ \`\\� nd \ \ FUT\U \RE �\\ AQUATICS \ \ CENTER CA5 PARKING LOT'C' C-1.2 SKATE \ E PARK •• O ® '[BIQ. Vi \ \\ ALT. #5 C -1.3 ® C -1.7 C -1.16 0 CA4 0 0 SECTION LOCATION �f (TYP.) 1 V -1 L q �� yi DOG PARK \\ [BID ALT. #4] It Ip 111 II f I I� I� KEY MAP SCALE: 1" =150' ,/A PHITHEATER C -1.12 eo I I o I j,C -1.10 L` IeIms 1�••�o C -1.11 PARKING STALL COUNT QUANTITY ® PARKING LOT "A" (BID ALT.) ACCESSIBLE 2 STALLS TOTAL 54 STALLS PARKING LOT "B" 2 STALLS 107 STALLS PARKING LOT "C" 4 STALLS 56 STALLS PARKING LOT "D" 6 STALLS 122 STALLS PARKING LOT mE* 10 STALLS 80 STALLS TOTAL 24 STALLS 419 STALLS 0 S\ \\ C D° C -1.13 NOTICE TO THE CONTRACTOR THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND NOTIFY CITY IMMEDIATELY OF ANY PERCEIVED DISCREPANCIES. Vw L \\ Q PARKING LOT'B' \ \\ SOFTBALL FIELD BID ALT. #31 C -1.14 S J ELIJO JOINT POWERS PARKING LOT'A' [BID ALT. #31 \\\ \' \ \\ \ \III II C -1.17 r r 1 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY ® GENERAL CONSTRUCTION NOTES 12 EA 1 CONSTRUCT MIN. 4" AC /8" CLASS II BASE (DRIVES) - VERIFY NTH SOILS ENGINEER 112,800 SF 0 CONSTRUCT MIN. 12" CLASS II BASE (DRIVE) - VERIFY WITH SOILS ENGINEER 79,000 SF 1B CONSTRUCT MIN, 12" CLASS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER 57,100 SF 2 CONSTRUCT 6" CURB ONLY PER SDRSD G -1 8,350 LF ® CONSTRUCT 12" WIDE 4" THICK P.C.C. STRIP ADJACENT TO CURB 1,130 LF 4 SKIPPED - la SKIPPED - 3 CONSTRUCT 6" CURB & GUTTER PER SDRSD G -2, TYPE G 3,670 LF 4 CONSTRUCT 3' -0" V- GUTTER PER DETAIL 3, SHEET C -0.4 1,095 LF 5 CONSTRUCT 1' -6" U- GUTTER PER DETAIL 10, SHEET C -0.4 50 LF 6 CONSTRUCT 6" PCC /6" AB - VERIFY DEPTH AND REINF. WITH SOILS ENGINEER 785 SF 7 SAWWT AND REMOVE EXISTING CURB & GUTTER /CURB /SIDEWALK/PCC /AC LS 8 CONSTRUCT FULL-DEPTH DEEPUFT AC PAVEMENT PER DETAIL 11 SHEET C -0.4 130 LF 9 CONSTRUCT ALLEY APPROACH PER SDRSD G -17, W--3V, R =25', R =15' (MOD. PER PLAN) 1 EA 10 CONSTRUCT CURB RAMP PER SDRSD NO. G -27 THRU G -32 AND DETAIL 2, SHEET C -0.4 - TYPE PER PLAN - MODIFIED BY INSTALLING A 3'x4' TRUNCATED DOME 711E AT ALL RAMPS 27 EA 11 CONSTRUCT SPECIAL PAVEMENT AND BANDING PER LANDSCAPE PLAN DETAILS 5 & 6, SHEET L -21 - ® CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 - ® CONSTRUCT MOWSTRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -2.1 - 14 CONSTRUCT DG PATH WTH HEADERS PER LANDSCAPE PLAN DETAIL 2 SHEET L -2.3 - Q PROTECT IN PLACE LS 16 CONSTRUCT H.C. ACCESS SIGNS SDRSD M28A & M280 - SEE LA. PLANS FOR VAN 23 EA 1© CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 AND DETAIL 1, SHEET C-5.1 LS 17A CONSTRUCT 5 -FOOT MDE ACCESS STRIPING PER SDRSD M -27A - 4 -INCH WIDE BLUE STRIPS W/DIAGONAL STRIPES O 3 -FOOT O.C. 3 EA 18 ADJUST UTILITY TO GRADE LS 19 CONSTRUCT PARKING STRIPING PER CITY STD. K9 OF THE CITY OFFSTREET PARKING DESIGN MANUAL AND DETAIL 1, SHEET C -5.1 LS 19A INSTALL "STOP" SIGN ON POLE PER CALTRANS MUTCD R1 -1 SECTION 2B.04 & .06 16 EA 19B INSTALL THERMOPLASTIC LIMIT UNE AND "SNP" PAVEMENT MARKINGS PER MUTCD SECTION 38.16 8 EA 19C INSTALL THERMOPLASTIC TYPE IV(R) ARROW PER MUTCD SECTION 38.19 1 EA 19D CONSTRUCT FIRE LANE SIGNAGE PER DETAIL 1, SHEET C -5.4 50 EA 19E CONSTRUCT ADA PARKING SIGNAGE PER DETAIL 1, SHEET C -5.4 2 EA 19F INSTALL THERMOPLASTIC THROUGH LANE ARROW PER MUTCD SECTION 3B.21 0 EA 19G CONSTRUCT FIRE LANE RED CURB PER DETAIL 1, SHEET C -5.4 2,475 LF ® CONSTRUCT 3' -0" P.C.C. V -DITCH PER DETAIL 5, SHEET C -0.5 1,185 LF 20 CONSTRUCT SIDEWALK PER SDRSD G-7 650 SF © CONSTRUCT CURB AND GUTTER W/BLOCK OUT PER DETAIL 6, SHEET C -0.4 1,600 LF ® RELOCATE EXISTING UTIUTY - BY SDG&E - ® SKIPPED - ® REMOVE EXISTING STRUCTURE LS ® REMOVE EXISTING FENCE/WALL - INCLUDING FOOTING - VERIFY TIMING WITH CITY LS © REMOVE EXISTING LANDSCAPING AS NECESSARY LS ® CONSTRUCT PARKWAY CULVERT PER APWA STD. PLAN NO. 151 -2, S PER PLAN - MOD. ELEVS. PER PLAN 12 EA ® CONSTRUCT DRIVEWAY APPROACH PER SDRSD G -14A, W=12' 1 EA 29A CONSTRUCT 6" ROLLED CURB & GUTTER PER SDRSD G -4, TYPE B 16 LF 29B CONSTRUCT ROLLED CURB TO GUTTER TRANSITION 20 LF 29C CONSTRUCT GRASS -PAVE PER LANDSCAPE PLANS DETAIL 4, SHEET L -2.12 (OR APPROVED EQUAL) 225 SF STORM DRAIN CONSTRUCTION NOTES ® SKIPPED - 31 CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 6,800 LF ® CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 2,580 LF ® CONSTRUCT 12" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 2,420 LF ® CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 11 EA ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 73 EA 35A CONSTRUCT CATCH BASIN PER SDRSD D -8, TYPE G, SINGLE G -1 3 EA 35B CONSTRUCT THERMOPLASTIC "NO DUMPING - I UVE DOWNSTREAM" - ON A POLE TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 4, SHEET C -0.5 15 EA 35C CONSTRUCT PLAY AREA SUBDRAIN PER DETAIL 7, SHEET C -0.7 40 LF ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 128 EA CONSTRUCT CURB INLET PER SDRSD D -2, L PER PLAN A 37A CONSTRUCT THERMOPLASTIC "NO DUMPING - I UVE DOWNSTREAM" - STENCIL TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 2, SHEET C -0.5 55 EA ® INSTALL DRAINAGE STRUCTURE GATE PER SDRSD D -15 AT BOTTOM OF WALL - MODIFY SIZE AS REQUIRED TO FILL AREA BETWEEN WALL AND EXIST. V -DITCH 1 EA ®9 CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321 -2 5 EA ® CONSTRUCT RIP -RAP PER DETAIL 5, SHEET C -0.4 3,125 SF 41 CONNECT SUBDRAIN TO STORM DRAIN a Lk ® CONSTRUCT JUNCRON STRUCTURE PER APWA STD. PLAN NO. 332 -2 25 EA 42A CONSTRUCT JUNCRON STRUCTURE PER APWA STD. PLAN N0. 331 -3 EA ® CONSTRUCT INLET AT 3' -0" V -DITCH PER DETAIL 7, SHEET C -0.5 1 EA ® CONSTRUCT 4" PERF. DRAIN AT BACKSTOP PER DETAIL 3, SHEET C -0.5 570 LF ® CONNECT TO EXSTING P.C.C. CHANNEL THROUGH CHANNEL WALL 2 EA ® CONSTRUCT 18" HANCOR SURE -LOK HOPE STORM DRAIN PIPE, OR EQUAL, BEDDING PER SDRSO 0 -60 2,540 LF 4 CONSTRUCT 24" HANCOR SURE -LOK HOPI. STORM DRAIN PIT. OR EQUAL, BEDDING PER SORSD D -60 450 LF 1 2L CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY ® CONSTRUCT HEADWALL WITH 1RASHRACK PER DETAIL 8, SHEET C -0.5 12 EA ® CONSTRUCT HEADWALL WITH MANIFOLD PER DETAIL 2, SHEET C -0.6 1 EA ® NOT USED - 51 CONSTRUCT 54" R.C.P. (D -2000) STORM DRAIN, BEDDING PER MANUFACT. SPECS. 366 LF ® CONSTRUCT MANHOLE PER APWA SID. PLAN NO. 320 -2 2 EA ® CONSTRUCT MANHOLE PER APWA SID. PLAN NO. 320 -2 - MODIFIED PER DETAIL 3, SHEET C -0.6 1 EA 4 REMOVE EXIST. 54" C.I.P. STORM DRAIN AND APPURTENANCES 384 LF la NOT USED - 19 CONSTRUCT HEADWALL PER DETAIL 4, SHEET C -0.6 3 EA 9 CONSTRUCT 10" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 145 LF 9 CONSTRUCT SUBDRAIN PER DETAIL 4, SHEET C -0.4 480 LF CONSTRUCT PIPE COLLAR PER SDRSD NO. D -62 1 EA WATER QUALITY CONSTRUCTION NOTES ® CONSTRUCT BIORETENTION SYSTEM PER DETAIL 2, SHEET C -0.7 14,000 SF © CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET C -0.7 24,000 SF ® CONSTRUCT BIORETENTION PLANTER STRIPS PER DETAIL 4, SHEET C -0.7 6,280 SF ® CONSTRUCT BIORETENTION FACIUTY PER DETAIL 5, SHEET C -0.7 1,500 SF ® NOT USED - ® INSTALL STORMCEPTOR MODEL NO. STC 4800 PER MANUFACTURER'S SPECS - SEE DETAIL 1, SHEET C -0.6 (OR APPROVED EQUAL) 1 EA WATER CONSTRUCTION NOTES 71 INSTALL END CAP & BLOWOFF, CUT & PLUG PER WAS WP -04. SALVAGE & RETURN EXIST. 12 GV TO WATER DISTRICT. 1 EA © ABANDON EXIST. WATER UNE LS CONSTRUCT 1" PVC, SCH. 40 WATER UNE, BEDDING PER WAS WP -02 555 LF CONSTRUCT 2" PVC, SCH. 40 WATER UNE, BEDDING PER WAS WP -02 (RECLAIMED) 695 LF CONSTRUCT 1/2" PVC, SCH. 40 WATER UNE, BEDDING PER WAS WP -02 980 LF 75A CAP & PLUG FOR FUTURE CONNECTION 4 EA CONNECT TO BUILDING WATER REMOVE DUST. WATER UNE/FIRE HYDRANT 1,960 LF CONSTRUCT 1 -1/2" PVC, SCH. 40 WATER UNE, BEDDING PER WAS WP -02 (RECLAIMED) 2 LF CONSTRUCT 2" PVC, SCH. 40 WATER LINE, BEDDING PER WAS W -02 320 LF 0 PROVIDE PVC SLEEVE FOR WATER UNE IN LANDSCAPE AREAS 390 LF SEWER CONSTRUCTION NOTES 81 CONSTRUCT 4" PVC (SDR 35) SEWER LINE, BACKFILL PER SDRSD SP -2 710 LF CONSTRUCT 6" PVC (SDR 35) SEWER UNE, BACKFILL PER SDRSD SP -2 1,240 LF ® CONSTRUCT SEWER CLEANOUT PER SDRSO SC -1 29 EA 4 CONNECT TO EXIST. SEWER 1 EA CONNECT TO BUILDING SEWER 2 EA ® CONNECT TO SEWER LATERAL 2 EA ® CONSTRUCT BLANKET PROTECTION FOR PIPES PER SDRSD SP -3 60 LF ® INSTALL BACKWATER VALVE (CLEAN CHECK, INC OR APP'D EQUAL ^) W/VALVE ACCESS BOX 2 EA ® CUT AND CAP EXIST. PUMP STATION & APPURTENANCES 1 EA ® REMOVE EXIST. FORCE MAIN 1,110 LF CAP & PLUG FOR FUTURE CONNECTION 2 EA ® CONSTRUCT 8" PVC (SDR 35) SEWER UNE 69 LF ® REMOVE EXISTING MANHOLE 1 EA ® CONSTRUCT SEWER MANHOLE PER SDRSD SM -01 1 EA EROSION CONTROL NOTES 10 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS PER DETAIL ON SHEET C -4.1 (SE -8) LS 101 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS AROUND STORM DRAIN CATCH BASIN & INSTALL RLTER MEMBRANE PER CALTRANS CONST. BMP HANDBOOK (SE -10) & DETAIL SHEET C -4.1 LS 102 CONSTRUCT GRAVEL BAG CHECK DAM PER DETAIL ON SHEET C -4.1 (SE -4 OR SE -10) LS 103 CONSTRUCT SILT FENCE PER CBMP HANDBOOK DETAIL (SE -1) LS 104 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER Cl MP HANDBOOK DETAIL DETAIL (TC -1) AND SHEET C -4.1 LS BID ALTERNATES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY BID ALTERNATE 1 - PARKING LOT PAVING DELETE FROM BASE BID 1 CONSTRUCT MIN. 12" CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER 79,000 SF 1B CONSTRUCT MIN. 12" CLASS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER 57,100 SF ADD TO BASE BID 1 CONSTRUCT MIN. 4" AC/8" CLASS II BASE (DRIVES) - VERIFY MTH SOILS ENGINEER 79,000 SF 1B CONSTRUCT MIN. 4" AC /8" CLASS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER 57,100 SF la CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 AND DETAIL 2, SHEET C -51 LS 19 CONSTRUCT PARKING STRIPING PER CITY SM. K9 OF THE CITY OFFSTREET PARKING DESIGN MANUAL AND DETAIL 2, SHEET C -5.1 LS 9 INSTALL THERMOPLASTIC UNIT LINE AND "STOP" PAVEMENT MARKINGS PER MUTCD SECTION 3B.16 8 EA 9 INSTALL THERMOPLASTIC THROUGH LANE ARROW PER MUTCD SECTION 3B.21 46 EA BID ALTERNATES S. 4 AND 6 - SEE SHEETS CBA -7.1 TO CBA -9.1 PUBLIC WORKS I PLANNING AND BUILDING I ENGINEERING FAN ENCINITAS FIRE DEPARTMENT GALL' XUIFIVKIIT �cN. - °09"o r "� CIVIL o e' ENGINEERING 8 I 9 LAND 31 -13 - • SURVEYING 04/09/12 THO HORKIN6 DAYS SIGN 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'•°°" LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE L3EFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. MAM DESCRIPTION N: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aoo6o IN nEVnnoNS AT coNcessloN/RESmoaN Bloc os /oe /IZ LocnnoN: ATDLE OF S IN 9a R F I c>= DATE: 04/09/12 - ENCINITAS COMMUNITY PARK 10630 -G MOUE 6 OR IN SW GR 6 IM SANTA HORIZONTAL � /�/ �,+ qA� �I N•� _ FE &MAMMON ANE \J� 3 `1 YVC..- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE KEY MAP /CONSTRUCTION NOTES C -0.2 SHEET 6 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA W, P 40 v m m U z ao � M v� omp °Oa �', .4 � o CU Q N Zo�'o o�mE w ..¢ ��aw VARIES •� - CURB VARIES -- TO & TO 3:1 UTTER TO 55 CURB & TO :1 CATCH BASIN GUTTER 4 "x12" BLOCK -OUT AND STORM DRAIN ® 10' O.C. WHERE PER PLAN ex12" BLOCK -OUT SHOWN ON PLAN D 10' O.C. WHERE SECTION A -A SHOWN ON PLAN NOT TO SCALE C.L. FEN 15 PROP. 6' WALL le - SEE STRUCT. PLANS R/W DETAIL 1 /SS2 AND LANDSCAPE 20' 3' PLANS DETAIL 2/L -2.10 WARWICK GL FEN 1 (PUBLIC) 1 I .L FENCE E yx I I X - -TT -T" <✓,zF.Y� <./<. PROP. RECL WATER UNE 3 P PROTECT IN PLACE 1RAF SECTION B -B NOT TO SCALE 3° MIN. FACE OF WALL TO P.L MASONRY WALL P� LJ WARWICK (PUBLIC) i PROPOSTED PLANTER AREA - SEE LANDSCAPE PLANS 3" MIN. FACE OF WALL TO P.L PROP. 6' WALL - SEE STRUCT. PLANS DETAIL 2 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -2.10 SECTION E -E NOT TO SCALE 18" MIN. FACE OF WALL TO P.L PROP. 6' WALL i - SEE STRUCT. PLANS .L WOOD FENCE DETAIL 2 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -2.10 6 ASON 3' _..._ AA -... TO NOTE TO CONTRACTOR: 1. ALL PROPOSED WALLS SHALL HAVE A 6 -FOOT MAXIMUM EXPOSED HEIGHT. 2. TW ELEVATION ON PLAN IS MEASURED TO TOP OF a CAP AS SHOWN ON LANDSCAPE PLANS - DETAIL 2, L -2.10 AND S51 AND SS2. 3. WALL TO BE 8 "x6 °x16° SPLIT FACE BLOCK WITH 10 "x4 AV CONC. CAP. - SEE DETAIL 2, L -2.10 AND SS1 AND SS2. 4. ALL FREESTANDING AND RETAINING WALLS MUST BE TREATED WITH A GRAFFITI- RESISTANT COATING - SEE DETAIL 2, L -210. 5. SEE LANDSCAPE PLANS SHEETS L -2.10 AND L -2.11 AND SS1 AND SS2 FOR FINISH INFO. ON WALLS. PROP. 6' WALL - SEE STRUCT. PLANS DETAIL 2 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -210 VARIES NOT TO SCALE S 11' TO 15 VARIES VARIES 2.5' 2.2' TO 5' 3.3' TO 4.5' 1.5 NTH T THE PROPOSED WALLS AND FOOTINGS TO BE CONSTRUCTED. ' WALL N FL PER TO NOTIFY CITY IMMEDIATELY IF ANY DISCREPANCIES TOP OF GRATE - SEE ' OCCUR P PLAN (TG) PER PLAN °: PLANS DETAIL 2/L -2.10 m rco GENERAL CONSTRUCTION NOTES C.L. FENCqg O Oj C o FG PER PLAN Q2 C CONSTRUCT 6" CURB ONLY PER SDRSD G -1 RWRB & X 7 7Q S SANWCUUAND REMOVE EXISTING R x I 1 1© C CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 X PROTECT IN PLACE VARIES •� - CURB VARIES -- TO & TO 3:1 UTTER TO 55 CURB & TO :1 CATCH BASIN GUTTER 4 "x12" BLOCK -OUT AND STORM DRAIN ® 10' O.C. WHERE PER PLAN ex12" BLOCK -OUT SHOWN ON PLAN D 10' O.C. WHERE SECTION A -A SHOWN ON PLAN NOT TO SCALE C.L. FEN 15 PROP. 6' WALL le - SEE STRUCT. PLANS R/W DETAIL 1 /SS2 AND LANDSCAPE 20' 3' PLANS DETAIL 2/L -2.10 WARWICK GL FEN 1 (PUBLIC) 1 I .L FENCE E yx I I X - -TT -T" <✓,zF.Y� <./<. PROP. RECL WATER UNE 3 P PROTECT IN PLACE 1RAF SECTION B -B NOT TO SCALE 3° MIN. FACE OF WALL TO P.L MASONRY WALL P� LJ WARWICK (PUBLIC) i PROPOSTED PLANTER AREA - SEE LANDSCAPE PLANS 3" MIN. FACE OF WALL TO P.L PROP. 6' WALL - SEE STRUCT. PLANS DETAIL 2 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -2.10 SECTION E -E NOT TO SCALE 18" MIN. FACE OF WALL TO P.L PROP. 6' WALL i - SEE STRUCT. PLANS .L WOOD FENCE DETAIL 2 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -2.10 6 ASON 3' _..._ AA -... TO NOTE TO CONTRACTOR: 1. ALL PROPOSED WALLS SHALL HAVE A 6 -FOOT MAXIMUM EXPOSED HEIGHT. 2. TW ELEVATION ON PLAN IS MEASURED TO TOP OF a CAP AS SHOWN ON LANDSCAPE PLANS - DETAIL 2, L -2.10 AND S51 AND SS2. 3. WALL TO BE 8 "x6 °x16° SPLIT FACE BLOCK WITH 10 "x4 AV CONC. CAP. - SEE DETAIL 2, L -2.10 AND SS1 AND SS2. 4. ALL FREESTANDING AND RETAINING WALLS MUST BE TREATED WITH A GRAFFITI- RESISTANT COATING - SEE DETAIL 2, L -210. 5. SEE LANDSCAPE PLANS SHEETS L -2.10 AND L -2.11 AND SS1 AND SS2 FOR FINISH INFO. ON WALLS. PROP. 6' WALL - SEE STRUCT. PLANS DETAIL 2 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -210 SECTION C -C T NOTE TO CONTRACTOR: NOT TO SCALE S SUPPORTS OF EXISTING WALLS/FENCES TO BE PROTECTED IN PLACE IS UNKNOWN. THE CONTRACTOR IS TO VERIFY AS A FIRST ITEM OF WORK THAT T THE EXISTING UNDERGROUND STRUCTURES WILL NOT INTERFERE NTH T THE PROPOSED WALLS AND FOOTINGS TO BE CONSTRUCTED. ' WALL N CONTRACTOR T TO NOTIFY CITY IMMEDIATELY IF ANY DISCREPANCIES - SEE ' OCCUR P PRIOR TO CONSTRUCTION OF PROPOSED WALLS DETAIL 1 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -2.10 GENERAL CONSTRUCTION NOTES C.L. FENCqg O Oj C CONSTRUCT MIN. 4" AC /B" CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER Q2 C CONSTRUCT 6" CURB ONLY PER SDRSD G -1 RWRB & X 7 7Q S SANWCUUAND REMOVE EXISTING R x I 1 1© C CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 X PROTECT IN PLACE r ® ® C CONSTRUCT 3' -0" P.C.C. V -DITCH PER DETAIL 5, SHEET C -0.5 ® C CONSTRUCT CURB AND GUTTER W/BLOCK OUT PER DETAIL 6, SHEET C -0.4 J L ® ® R REMOVE EXISTING STRUCTURE ® R REMOVE EXISTING FENCE /WALL - INCLUDING FOOTING - VERIFY TIMING WITH CITY ® R PROP. RECL CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 WATER UNE PROTECT IN PLACE SECTION D -D ® CONSTRUCT SUBDRAIN PER DETAIL 4, SHEET C -0.4 NOT TO SCALE RGrtouND SERVICE ALERT SAN ELIJO JOINT POWERS GALL: HUInVK11T THO WORKING DAYS SIGN rpq "W"ppe+` BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: AT ENONTAS CiS S1 ON TOP OF MIDDLE OF OR IN BIN CR OF INT SWTA HORIZONTAL - FE & MACONIOtl AVE. RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 T TO DAriIGI LJ SECTION F -F NOT TO SCALE 3" MIN. FACE OF WALL NOTE TO CONTRACTOR: THE CONTRACTOR, AS PART OF THE BASE BID, SHALL IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, BE RESPONSIBLE FOR COORDINATING WITH THE HOMEOWNERS THE SETUP OF THE TEMPORARY 6 -FOOT CHAIN LINK CONSTRUCTION FENCE. IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 6 -FOOT CHAIN UNK CONSTRUCTION FENCE WILL FULLY JOIN WITH THE HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL TIMES DURING CONSTRUCTION TO PROVIDE A FULLY ENCLOSED YARD FOR THE HOMEOWNER. IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, EXTEND (IN KIND MATERIAL AND CONSTRUCTION) THE EXISTING SIDE YARD FENCE OF EACH ADJOINING HOMEOWNER AND ATTACH SAID FENCE SECURELY TO THE NEW WALL PRIOR TO JOB COMPLETION. PROP. 6' WALL - SEE STRUCT. PLANS DETAIL 2 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -2.10 SECTION G -G NOT TO SCALE I II = DIRT__ 3' TO C.L. FENC 1 PROP. 6' WALL - SEE SSRUCT. PLANS < DETAIL 1 /SS2 AND X E LANDSCAPE PLANS DETAIL 2/L -210 SECTION H -H NOT TO SCALE 3" MIN. FACE OF WALL PROP. 6' WALL TO P'L - SEE STRUCT. PLANS DETAIL 2 /SS2 AND LANDSCAPE I PLANS DETAIL 2/L -2.10 PAVERS i MASONRY WALL POOL DECK F L SECTION 1 -1 NOT TO SCALE 61 NOTE TO CONTRACTOR: THE LOCATION AND EXTENT OF THE UNDERGROUND STRUCTURAL SUPPORTS OF EXISTING WALLS/FENCES TO BE PROTECTED IN PLACE IS UNKNOWN. THE CONTRACTOR IS TO VERIFY AS A FIRST ITEM OF WORK THAT THE EXISTING UNDERGROUND STRUCTURES WALL NOT INTERFERE WITH THE PROPOSED WALLS AND FOOTINGS TO BE CONSTRUCTED. CONTRACTOR TO NOTIFY CITY IMMEDIATELY IF ANY DISCREPANCIES OCCUR PRIOR TO CONSTRUCTION OF PROPOSED WALLS. 3" MIN. FACE OF WALL PROP. 6' WALL TO P.L. - SEE STRUCT. PLANS DETAIL 2/SS2 AND LANDSCAPE PLANS DETAIL 2/L -210 3" MIN. FACE OF WALL PROP. 6' WALL TO P.L. - SEE STRUCT. PLANS DETAIL 2/SS2 AND LANDSCAPE PLANS DETAIL 2/L -2.10 EXIST. GRADE 3:1 MAX. SLOPE) SECTION J -J NOT TO SCALE �K I 2S SECTION K -K NOT TO SCALE 30 -FOOT WADE ACCESS EASEMENT PER INST. 67- 88336. 86337 & 86338 © OO SECTION L -L NOT TO SCALE 3" MIN. FACE OF WALL EXIST. GRADE 7LE 6't SEE LAND! a E SOMERSET (PRIVATE) TOP OF GRATE (TG) PER PLAN PROP. 6' WALL - SEE STRUCT. PLANS DETAIL 2 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -2.10 SECTION M -M NOT TO SCALE SECTION N -N NOT TO SCALE N NOTE. 6 -FOOT MIN. HEIGHT FOR WALL ALONG EASTERLY EDGE OF DOG PARK IS MEASURED FROM WESTERLY SIDE (FOR DOG PARK ONLY). NOSE EASTERLY WALL OF DOG PARK TO BE A SOUND WITH WALL WISH A SURFACE WEIGHT OF AT LEAST 4 POUNDS PER SQUARE FOOT WITH NO GAPS BETWEEN GROUND AND TOP OF WALL PROP. 6' WALL W/RETAINING - SEE STRUCT. PLANS DETAIL 3 /SS2 AND LANDSCAPE PLANS DETAIL 2/L -2.10 PROVIDE 4" OUTLET FG PER PLAN N o wo a� r 10:1 y� CATCH BASIN AND STORM DRAIN SECTION 0 -0 NOT TO SCALE EXIST. 30" & 6" WAT. ABANDONED 0 BE REM& D AS REVD BY CONTRACTOR EXIST. 16° WAT. EXIST. 3" GAS 0 BE REMOVED AS RE0'D BY SAN DIEGUITO WAT. DIST. ABANDONED BY GAS CO. *VERIFY WITH WATER DIST. EXIST. 12° RECL. WAT. O BE REMOVED AS REO' TO BE REMOVED AND RELOCATED PRIOR TO START OF WORK BY CONTRACTOR PER DRAWING SERA RW-1 TO RW -5 AND SHEET C -3.2 m Log a� E10111ME 1110 MIKE Now Tk =1k a . : . . E42101 p a. U L ZmA D AS 5 SECTION AT INVERT LOCATIONS FOR EXISTING UTIUTIES HAVE NOT BEEN POTHOLED AND ARE THEREFORE ONLY ESTIMATES VINE POCKET (EXCEPT FOR SEWER WHERE UPSTREAM AND DOWNSTREAM MANHOLES HAVE BEEN DIPPED). SECTION P -P SCALE: 1" =20' PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CIVIL ENGINEERING LAND ` SURVEVNG 04/09/12 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECO ENDED:APPR DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 -G R.C.E. NO.: C -23971 4/09/12 04/09/12 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE SECTIONS C -0.3 SHEET 7 OF 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA D 0 v m N m U x U z ao � M n oNc omp a 0 .4 C o Fo0U CU 6 - o x Z� o�mE U�mJ w ..¢ U72 >�aw m Log a� E10111ME 1110 MIKE Now Tk =1k a . : . . E42101 p a. U L ZmA D AS 5 SECTION AT INVERT LOCATIONS FOR EXISTING UTIUTIES HAVE NOT BEEN POTHOLED AND ARE THEREFORE ONLY ESTIMATES VINE POCKET (EXCEPT FOR SEWER WHERE UPSTREAM AND DOWNSTREAM MANHOLES HAVE BEEN DIPPED). SECTION P -P SCALE: 1" =20' PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CIVIL ENGINEERING LAND ` SURVEVNG 04/09/12 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECO ENDED:APPR DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 -G R.C.E. NO.: C -23971 4/09/12 04/09/12 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE SECTIONS C -0.3 SHEET 7 OF 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA D 0 v m N m U x U z ao � M n oNc omp a 0 .4 C o Fo0U CU 6 - o x Z� o�mE U�mJ w ..¢ U72 >�aw D AS 5 SECTION AT INVERT LOCATIONS FOR EXISTING UTIUTIES HAVE NOT BEEN POTHOLED AND ARE THEREFORE ONLY ESTIMATES VINE POCKET (EXCEPT FOR SEWER WHERE UPSTREAM AND DOWNSTREAM MANHOLES HAVE BEEN DIPPED). SECTION P -P SCALE: 1" =20' PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CIVIL ENGINEERING LAND ` SURVEVNG 04/09/12 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECO ENDED:APPR DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 -G R.C.E. NO.: C -23971 4/09/12 04/09/12 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE SECTIONS C -0.3 SHEET 7 OF 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA D 0 v m N m U x U z ao � M n oNc omp a 0 .4 C o Fo0U CU 6 - o x Z� o�mE U�mJ w ..¢ U72 >�aw EXIST. -- _ R.Q.W. >�.3 JOIN EXIST. {\� �A 1 EXIST. RAMP — — EXIST. SLOPE NOTE TO CONTRACTOR: SLOPES ARE TO BE BLENDED, ROUNDED AND CONTOURED PER ENCINITAS GRADING SECTION 01 -01 ORDINANCE AND TO THE SATISFACTION OF NOT TO SCALE THE CITY ENGINEERING INSPECTOR. SECTION 02 -02 NOT To SCALE EXIST. GRADE SECTION 04 -04 NOT TO SCALE EXIST. GRADE / _ j— NAIL NOTE TO CONTRACTOR: SLOPES ARE TO BE BLENDED, ROUNDED AND CONTOURED PER ENCINITAS GRADING ORDINANCE AND TO THE SATISFACTION OF THE CITY ENGINEERING INSPECTOR. SECTION 03 -03 NOT TO SCALE \ EXIST. FVVY. EXIST. SLOPE NOTE TO CONTRACTOR: 1. ALL PROPOSED WALLS SHALL HAVE A 6 -FOOT MAXIMUM EXPOSED HEIGHT EXCEPT FOR DOG PARK. 6 -FOOT MIN. HEIGHT FOR WALL ALONG EASTERLY EDGE OF DOG PARK IS MEASURED FROM WESTERLY SIDE (FOR DOG PARK ONLY). 2. TW ELEVATION ON PLAN IS MEASURED TO TOP OF 4" CAP AS SHOWN ON LANDSCAPE PLANS - DETAIL 2, L -2.10 AND SS1 AND SS2. 3. WALL TO BE 8 "x6 "x16" SPLIT FACE BLOCK WITH 10 "WA6" CONC. CAP. - SEE DETAIL 2, L -2.10 AND SS1 AND SS2. 4. ALL FREESTANDING AND RETAINING WALLS MUST BE TREATED WITH A GRAFFITI- RESISTANT COATING - SEE DETAIL 2, L -2.10. 5. SEE LANDSCAPE PLANS SHEETS L -2.10 AND L -2.11 AND SS1 AND SS2 FOR FINISH INFO. ON WALLS. 3" MIN. FACE OF WALL PROP. 6' WALL W/RETAINING TO P.L - SEE STRUCT. PLANS DETAIL 3 /SS2 AND LANDSCAPE PLANS DETAIL 1/L -2.10 EXIST. GRADE HANDRAIL - STRUCT. PLANS DETAIL 8, SECTION R -R NOT TO SCALE NOTE: 6 -FOOT MIN. HEIGHT FOR WALL ALONG EASTERLY EDGE OF DOG PARK IS MEASURED FROM WESTERLY SIDE (FOR DOG PARK ONLY). EXIST. V -DITCH =J 1-� - PROTECT IN PLACE w PROVIDE 4" OUTLET FINISH GRADE IF BID ALT. 7 IS NOT STEP WALL WHENEVER SECTION 05 -05 NOT TO SCALE EXIST. R.Q.W. II L EXIST. FVVY. SECTION 06 -06 NOT TO SCALE STEP WALL WHENEVER TYPICAL WALL SECTION SHOWING WALL HEIGHT STEPS NOT TO SCALE DOG PARK ONLY unoeKar4wno s KVIce r ItKT SAN ELIJO JOINT POWERS pxurc =9lar,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CooALL AUTHORITY +E "� x °oogf% CML o e ENGINE LAND 8 I 9 LAND .�y�+� �31 -13 - CONSULTANTS SURVEYNO �y�,e 04/09/12 TWO WORKINS DAYS SIGN clva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu�°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE OF OR IN NC ON F 16 DATE: 04/09/12 - HORIZOnTAL � uxAZ7 _ ENCINITAS COMMUNITY PARK 10630 -G MIDDLE AC OR IN SIN RR 6 IM SANTA (� ��,+,+ qA� V FE & MACXN4CN AXE. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE SECTIONS C -0.3.1 SHEET 8 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA W, Is v m N m a U U Z ao � M aN r � N � V v omp °Oa �', .w o U aN Zo�'o o�mE w ..¢ U � 2 � ��aw ° PROP. 6' MAX. WALL W/RETAINING PROP. SWALE - SEE STRUCT. PLANS GENERAL CONSTRUCTION NOTES DETAIL 8 /SS2 AND LANDSCAPE Q1 CONSTRUCT MIN. 4" AC /8" CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER 'Sj PLANS DETAIL 2/L -2.11 CONSTRUCT MIN. 12" CLASS II BASE (DRIVE) - VERIFY WITH SOILS ENGINEER Q2 CONSTRUCT 6" CURB ONLY PER SDRSD G -1 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 PROVIDE 4" OUTLET ® CONSTRUCT SUBDRAIN PER DETAIL 4, SHEET C -0.4 ON 10' CENTERS SECTION S -S NOT TO SCALE STEP WALL WHENEVER SECTION 05 -05 NOT TO SCALE EXIST. R.Q.W. II L EXIST. FVVY. SECTION 06 -06 NOT TO SCALE STEP WALL WHENEVER TYPICAL WALL SECTION SHOWING WALL HEIGHT STEPS NOT TO SCALE DOG PARK ONLY unoeKar4wno s KVIce r ItKT SAN ELIJO JOINT POWERS pxurc =9lar,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CooALL AUTHORITY +E "� x °oogf% CML o e ENGINE LAND 8 I 9 LAND .�y�+� �31 -13 - CONSULTANTS SURVEYNO �y�,e 04/09/12 TWO WORKINS DAYS SIGN clva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu�°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE OF OR IN NC ON F 16 DATE: 04/09/12 - HORIZOnTAL � uxAZ7 _ ENCINITAS COMMUNITY PARK 10630 -G MIDDLE AC OR IN SIN RR 6 IM SANTA (� ��,+,+ qA� V FE & MACXN4CN AXE. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE SECTIONS C -0.3.1 SHEET 8 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA W, Is v m N m a U U Z ao � M aN r � N � V v omp °Oa �', .w o U aN Zo�'o o�mE w ..¢ U � 2 � ��aw PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA 0 81 x U Z ao � M Q N ^ � N � v� omp UFoote U aN Zo�'o o�mE w ..¢ U � 2 m ��aw NOTE TO CONTRACTOR: NOTES: - USE TYPE II CEMENT ALL CONC. MTW'ORK AND VISIBLE DRAINAGE - 90% COMPACTED SUBGRADE STRUCTURES TO BE FINISHED AND COLORED 3' -O" - CONCRETE STRENGTH = 2,500 psi CONSISTENTLY PER SPECIFICATIONS. 1' -6" 6" BLK PVC ATRIUM GRATE TG PER PLAN CURB & GUTTER VERIFY COLOR AND FINISH WITH LANDSCAPE PER SDRSD G -2, TYPE G / 1/2° R\ 31/2" NDS OR EQUAL ARCHITECT PRIOR TO CONSTRUCTION. R �; 1/2 FLOW FLOW 6x6 -10/10 W.W.M. 6" 16" -° U° 4, —� \ /i, / / /� /VA/ /�AA��VA��AAiAAA/ W/12-INCHES OVERLAP - a • _ m< - \� �VA�VAAVAA /A�A V�f�A� . \ ��/ /, /� /F 12" / ° °° FILL SLOPE AC AB ° \ \\� ��� `°• ° - • 4" PVC _ ° �� / \� \� EXTENSION USE ELBOW FOR _ _ ____ _________ _____ \� ;I I "I " /\ /\ / / / p /�j�j�j / i ALL END DRAIN CONDITIONS n "' 1 �������� STORM DRAIN SIZE d d d - ° 6" 6° �� & TYPE PER PLAN _ / m 4 - - . • P 12" - --- - - - - -- / ° ° LFL I \\\\ 3 "x12" BLOCK -OUT ®10 O.C. %/� 3 "x12" BLOCK -OUT NOTE TO CONTRACTOR: NOTE TO CONTRACTOR: � \ I WHERE SHOWN ON PLAN 8 10' O.C. WHERE SHOWN ON PLAN S1DE SLOPE OF GUTTERS DIRECTLY IN FRONT OF CURB ALL LONG. FATWORK AND VISIBLE DRAINAGE Lj 6x6 -10/10 W.W.M. RAMPS SHALL BE LESS THAN 5% CROSS -SLOPE (E.G. STRUCTURES TO BE FINISHED AND COLORED FL PER W /12- INCHES OVERLAP 7/8" HIKE) AND CONSTRUCTED WITH NO UP. CONSISTENTLY PER SPECIFICATIONS. NOTE: PLAN VERIFY COLOR AND FINISH WITH LANDSCAPE SECTION ELEVATION ARCHITECT PRIOR TO CONSTRUCTION. USE FIAT GRATE IN TURF AREAS. 121 OP OF SLOPE BERM 1 SCALE: ATRIUM DRAIN SCALE: V 6 6" CURB & GUTTER W /BLOCK OUT $KTBE` 3 3' -0" V- GUTTER SCALE: N.T.B. N.T.B. ILT.B. PER PLAN GRIND AND OVERLAY SAWCUT FOR SMOOTH TRANSITION 1' MIN. TOP OF GROUT o TO SATISFACTION OF OR AS RED. (FINISH GRADE) 1. CURB RAMPS SHALL BE CONSTRUCTED WHERE A PEDESTRIAN WAY CROSSES A CURB CITY INSPECTOR TO DRAIN a OR AT EACH CORNER OF A STREET INTERSECTION, PER SECTION 1127B.5.1. EXISTING STREET 2. CURB RAMPS ARE GREATER THAN OR EQUAL TO 48" WIDE WITH A SLOPE OF LESS THAN OR EQUAL TO 1:12 , PER SECTIONS 112 AND THE - LIP ED 455.3. B RAM LONER END OF EACH CURB RAMP SHALL HAVE A 1/2" LIP BEVELED 45', PER PROPOSED V -DITCH \ / O n SECTION 1127B.5.5. _� /CURB /CURB ffi GUTTER 3. THE LANDING AT THE TOP OF THE CURB SHALL BE LEVEL AND GREATER THAN OR EQUAL TO 48" DEPTH FOR THE ENTIRE WIDTH OF THE CURB RAMP. SECTION ci 1127B.5.4. a AC PAVEMENT 4. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED (C2 -AR -4000) v v �v v LID, PER SECTION 11278.5.3. FULL DEPTH a MATCH EXIST. RIP -RAP SHALL CONSIST OF ROCK 75g MIN., 350# MAX. EACH PIECE, WITH LESS THAN 5. THE SURFACE OF ALL CURB RAMPS AND THE FLARED SIDES ARE TO BE SUP . AC + AB DEPTH 25% BY WEIGHT OVER 200. ALL RIP -RAP SHALL BE PLACED TO FORM A ROUGH RESISTANT, AND CONTRASTING FROM THE ADJACENT SIDEWALK FINISH, PER SECTION (6" PC /6" CLASS II BASE MIN.) UNEVEN SURFACE NTH PORTIONS EXTENDING 4° TO 6" ABOVE TOP OF ADJACENT 11278.5.5. GRADE. RIP -RAP APRON SHALL BE CONSTRUCTED IN A WORKMANLIKE MANNER AND COMPLETED TO THE SATISFACTION OF THE INSPECTOR. STONE SHALL MEET 6. ALL CURB RAMPS HAVE A GROOVED BORDER 12" WIDE AT THE LEVEL SURFACE OF REQUIREMENTS FOR QUARRYSTONE IN SEC. 200 -1.6 OF "GREEN BOOK." GROUT SHALL THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3/4" O.K.., PER EXIST. STREET BE 1 PART CEMENT TO 3 PARTS SAND. SECTION 1127B.5.6 11 DEEP LIFT SC A. 8 5 GROUTED RIP -RAP $`T... 2 CURB RAMP NOTES SCALE: N.T.B. N.T.B. N.T.B. NOTE TO CONTRACTOR: ALL GONG. FLATWORK AND VISIBLE DRAINAGE STRUCTURES TO BE FINISHED AND COLORED CONSISTENTLY PER SPECIFICATIONS. VERIFY COLOR AND FINISH NTH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. z FILTER FABRIC TYPAR MODEL NO. 3301, ;i 6" 180 6" OR APPROVED EQUAL SLOPE 1/4" PER FOOT 1 -1/2" 1/2- R / \/ \/ iv d 3/4" MAX. AGGREGATE - 1/2" R \ / \\ 1/2" R 4 - \ / \, NOT LESS THAN 1.5 SQUARE FEET PER UNEAR FOOT e A °a' / n` ° \�� 12" \ \ \ NONE. / \ \ //\\ \ / \ / \ / \ / \ \ / \ / \ \ / \ \� SHALL LOCATE / / / / / / / 4" P.V.C. PERFORATED PIPE, SUBDRA NSO AS NDICAIED ON IN SCH 40. (PERFORATED GRADING SHEETS AND OUTLET AS HOLES AT THE BOTTOM) INDICATED. PROVIDE 4" OUTLETS THROUGH WALL IF NO ADJACENT STORM DRAIN IS AVAILABLE TO TIE -INTO. 10 1' -6" U- GUTTER SCALE` 7 4 SUBDRAIN SCALE: 1 N.T.B. KT.6. UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS pxurc =a�ar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY o x CIVIL CONSTRUCTION NOTES m �T9 ENGINEERING LAND 81 I V1T>- `31 -13 SURVEYING , /,,1_, t_ � � \\..00�jjii (� j(� 04/09/12 TWO WORKING DAYS SEE SHEET C-0.2 cwa rpq �ppe+` 711 CORPg2ATE DR., /210 PHONE: 949 -542 -7220 SIGN SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DIG LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: : OC 0019 LOCATION: ATDUE CF CI QiS IR 1� 6 FE & AC OR IN SV RR 6 IM SrWFA FMffi WOONTY ATE. HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: 04/09/12 (� ��,+,+ �X,,,jC.li.. `1 T'VCe.— R.C.E. NO.: C -23971 RECDRECO E APPR - � ud?I7 _ ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 SHEET 9 OF 201 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE DETAIL SHEET C -0.4 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA 0 81 x U Z ao � M Q N ^ � N � v� omp UFoote U aN Zo�'o o�mE w ..¢ U � 2 m ��aw NOTES: 1. TRASH RACKS SHALL BE CONSTRUCTED PATH RECTANGULAR SMOOTH STEEL TUBE PATH A MIN. 1 -INCH BY 0.5 -INCH BY }-INCH CROSS SECTION. THE TUBE STEEL SHALL BE A36 AND SHALL MEET THE ASTM A500 GRADE B REQUIREMENTS. 2. THE HEADWALL CONNECTION PLATES SHALL BE -INCH X 6 -INCH PLATE AND SHALL BE A36 STEEL THE HEADWALL CONNECTION BOLTS SHALL BE INCH RED HEAD WEDGE ANCHOR BOLTS AND SHALL BE DRIVEN TO A MIN. DEPTH OF 4- INCHES. 3. ALL TRASH RACK COMPONENTS SHALL HAVE A CORROSION PROTECTIVE FINISH. 4. ALL WELDS SHALL BE I-INCH WELDS. 5. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION. Wg. -A G1A FACE OF HEADWALL \ CONNECTION PLATE W AT LEAST ONE LOCKA TRASH RACK INSTALL 12"x12" "NO DUMPING - I UVE DOWNSTREAM" STENCIL (SEE ON 37A) WHERE SHOWN ON PLAN 2 -0" PIPF c 2 -0" PFR PI AN X N 6 ¢ J( 3 Ez TOP PL HEADWALL �w Ru b m PER PLAN VARIES MIN. m WASHED SIUCA CONNECTION PLATE MAX WITH HINGE f I 2% 20 MAX TO ALLOW TRASH SAND, CONT. ADJACENT CURB CK TO SWING OPEN ©PVC FABRICATED REDUCING WYE OR 6" MIN. Wg. -A G1A FACE OF HEADWALL \ CONNECTION PLATE W AT LEAST ONE LOCKA TRASH RACK INSTALL 12"x12" "NO DUMPING - I UVE DOWNSTREAM" STENCIL (SEE ON 37A) WHERE SHOWN ON PLAN 2 -0" PIPF c 2 -0" PFR PI AN RIP -RAP PER PLAN I c I iv ELEVATION PER PLAN PROVIDE WELDED TABS ON GRATES 3- M. G ELEV. r 7 1 X -0" INLET AT V -DITCH NOTE: GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE OPENINGS LESS THAN 1/2' WIDE IN DIRECTION OF TRAVEL PRE -CAST CONCRETE BOX - BROOKS PRODUCTS 1212, 1818, 2424, 3636 OR APP'D EQ. 1/2" MAX. SLOT DRAINAGE PIPE SIZE & TYPE PER PLAN z N iv a 1 5" 12° TOP PL HEADWALL o 2% MIN 21 0 PER PLAN VARIES MIN. w WASHED SIUCA X MAX f I 2% 20 MAX SAND, CONT. ADJACENT CURB RIP -RAP PER PLAN I c I iv ELEVATION PER PLAN PROVIDE WELDED TABS ON GRATES 3- M. G ELEV. r 7 1 X -0" INLET AT V -DITCH NOTE: GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE OPENINGS LESS THAN 1/2' WIDE IN DIRECTION OF TRAVEL PRE -CAST CONCRETE BOX - BROOKS PRODUCTS 1212, 1818, 2424, 3636 OR APP'D EQ. 1/2" MAX. SLOT DRAINAGE PIPE SIZE & TYPE PER PLAN CAST IRON GRATE W/ FRAME (TRAFFIC LOADING TYPE) PROVIDE WELDED TABS ON GRATES USE DOME GRATES IN PLANTING AREAS PLAN (FLAT TYPE) 6" 24' k 6' 5° 18° 1 5" 12° k 4' 2% MIN 21 0 I VARIES MIN. � WASHED SIUCA X MAX 0 2% 20 MAX SAND, CONT. ADJACENT CURB FINISH GRADE ©PVC FABRICATED REDUCING WYE OR 0 BRICK DUST POST WITH HEAVY DUN X L FABRICATED WYE (WHERE OCCURS) 0 o SLEEVE AND POST GAP. 2 IN FITTING OR APPROVED EQUAL 1 W/ SCREW TOP OR FIL WITH (2) BOLTS AND 2 APPROVED EQUAL, 7O COMPACTED SUBGRADE CAST IRON GRATE W/ FRAME (TRAFFIC LOADING TYPE) PROVIDE WELDED TABS ON GRATES USE DOME GRATES IN PLANTING AREAS PLAN (FLAT TYPE) 6" 24' k 6' 5° 18° 1 5" 12° k 4' 2% MIN 21 0 I VARIES MIN. � WASHED SIUCA X MAX 0 2% 20 MAX o � FOR 12 PIPE FOR 8° PIPE FOR 4 ", 6" PIPE TOP OF GRATE (TG) PER PLAN U � �5 xu Q POURED -IN -PLACE DRAINAGE PIPE CONCRETE BOTTOM SPECIFICATIONS: - SIZE AND TYPE PER PLAN SLOPE TO DRAIN NOTE TO CONTRACTOR: ALL CONIC. MTWORK AND VISIBLE DRAINAGE 1) CONCRETE: F� = 2500 p.s.i., TYPE V STORM DRAIN MAINLINE STRUCTURES TO BE FINISHED AND COLORED 2) STEEL: ASTM A615, Gr40 - 512E AND TYPE PER PLAN CONSISTENTLY PER SPECIFICATIONS. VERIFY COLOR AND FINISH WITH LANDSCAPE INV PER NOTE: USE 2500 PSI CONCRETE ARCHITECT PRIOR TO CONSTRUCTION. 3) POUR FOOTING AGAINST UNDISTURBED OR PLAN COMPACTED SOIL ELEVATION 8 CONCRETE HEADWALL W /TRASHRACK SNCALE' 6 CATCH BASIN & GRATE .T.B. UNDERGROUND SERVICE ALERT I SAN ELIJO JOINT POWERS pOFE49 VARIES I LCUCHIM 2 " -3° LAYER OF 2% MIN 21 0 1 -6' VARIES MIN. 2" X 2" SQUARE WASHED SIUCA X MAX 0 2% 20 MAX SAND, CONT. ADJACENT CURB FINISH GRADE ©PVC FABRICATED REDUCING WYE OR 0 BRICK DUST POST WITH HEAVY DUN X FABRICATED WYE (WHERE OCCURS) 0 o SLEEVE AND POST GAP. 2 ADS /0474AG CLEANOUT FITTING OR APPROVED EQUAL 1 W/ SCREW TOP OR FIL WITH (2) BOLTS AND 2 APPROVED EQUAL, 7O COMPACTED SUBGRADE 0 WASFERS AT LOCATIONS INSTALL ±r ABOVE 1 <d o AS DEPICTED. MOUNT FINISH GRADE O UP- STREAM 0 0 SIGNS V4/ 1/4 VIA. X 2" LAS BOLTS. 6ALV. O3 6" PVC PIPE OR O DOWN-STREAM O FINISH GRADE APPROVED EQUAL 10 REDUCER (WHERE REQUIRED) PROP. GRADE ® PIPE SIZE PER PLAN 3 X ® POURED IN PLACE CONCRETE FOOTING AS O PVC FABRICATED 5 DIMENSIONED. SLOPE TO V FITTING OR APPROVED \� DRAIN AS INDICATED EQUAL 3 4" N.D.S. PERFORATED DRAIN LINE \ �/ v. 3 OR APPROVED EQUAL 3 10 da 6X6 -10/10 W.W.M. SEE SOILS REPORT FOR SLOPE AT 1% MIN., CONNECT INSTALL 12'x12' "NO DUMPING - TO SOLID DRAIN LINE y 4 SUBGRADE TO BE I LIVE DOWNSTREAM" AS INDICATED PER PLAN. i 12'x12' GONT. 3/4" APPROVED BY STENCIL (SEE ON 37A) 50' O.C. GRAVEL SUMP SOILS ENGINEER O PROVIDE FABRICATED 9 B 9 L TYPAR LANDSCAPE ALUMINUM SIGN PANEL NOTE TO CONTRACTOR: FABRIC N0. 3301. / WITH D65 SHEETING FOR "NO DUMPING - I LIVE OR APPROVED EQUAL ) ALL CONIC. MTWORK AND VISIBLE DRAINAGE COMPACTED BACKFlLL PER SOILS SPECIFICATIONS CONTINUOUS WRAP STRUCTURES TO BE FINISHED AND COLORED AROUND GRAVEL CONSISTENTLY PER SPECIFICATIONS. SUMP. INSTALL PER VERIFY COLOR AND FINISH WITH LANDSCAPE MANUF. SPEC. ARCHITECT PRIOR TO CONSTRUCTION. 51 X -0" P.C.C. V -DITCH NOTES: OCONTRACTOR TO STAKEOUT PROPOSED LOCATION OF SIONA6E IN FIELD FOR REVIEW AND APPROVAL BY GIN PRIOR TO INSTALLATION. © PROVIDE SCALED SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. SUPPUER WESTERN HIGHWAY PRODUCTS, INC. P.O. BOX 7 10650 FERN AVE. STANTON, CA 90680 PH 714 - 761 -4811 TYPE: SPECIAL THERMOPLASTIC MARKING WHITE ON BLUE OR BLUE ON WHITE TEXT: "NO DUMPING - I UVE DOWNSTREAM" PATH BONE -FISH STORM DRAIN MARKINGS SIZE: 18' X 18' NOTE: FINAL DESIGN AND LOCATION TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION. 3 4" PERF. DRAIN AT BACKSTOP I 0 N. SUPPLIER WESTERN HIGHWAY PRODUCTS, INC P.O. BOX 7 10650 FERN AVE. STANTON, CA 90680 PH 714 -761 -4811 TYPE: SPECIAL THERMOPLASTIC MARKING WHITE ON BLUE OR BLUE ON WHITE TEXT: 'NO DUMPING - I LIVE DOWNSTREAM" WNH BONE -FISH STORM DRAIN MARKINGS SIZE: 12° X 12° NOTE FINAL DESIGN TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION. 2 STORM DRAIN STENCIL INLINE WYE END OF LINE 45 -den BEND 4 "NO DUMPING - I LIVE DOWNSREAM" SIGN ON POLEJ 1 I STORM DRAIN CLEANOUT SCALE: N.T.B. PUBLIC WORKS PLANNING AND BUILDING I ENGINEERING I I ENCINITAS FIRE DEPARTMENT GALL: HUII'1VK11T Qa r "� CIVIL ENGINEERING 8 I CONSTRUCTION NOTES LAND , SURVEYNO � /1, \\..�ii E_ j(� 04/09/12 SEE SHEET C-0.2 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 TWO WORKING DAYS SIGN SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESORPTION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE CF OS INS 9Q ON 1� 6 DATE: 04/09/12 - HORIZONTAL � uxA17 _ ENCINITAS COMMUNITY PARK 10630 -G MODE AC OR IN SV RR 6 IM SrWEA (� �/,+B qA� V FE. OON'TY AVE �X,,,jC.li.. `1 xVCe.— R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE DETAIL SHEET C -0.5 SHEETIDOF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D v m m x z ao � M n � � c v� omp °x "', .4 � o FooO CU aryl"Wll �o�'o zZ w ¢ I LCUCHIM 0 O 2" X 2" SQUARE LEGEND 0 GALVANIZED UNISTRUT Oj FINISH GRADE ©PVC FABRICATED REDUCING WYE OR 0 POST WITH HEAVY DUN FABRICATED WYE (WHERE OCCURS) 0 o SLEEVE AND POST GAP. 2 ADS /0474AG CLEANOUT FITTING OR APPROVED EQUAL SIGNS TO BE MOUNTED W/ SCREW TOP OR o WITH (2) BOLTS AND 2 APPROVED EQUAL, 7O COMPACTED SUBGRADE 0 WASFERS AT LOCATIONS INSTALL ±r ABOVE 1 o AS DEPICTED. MOUNT FINISH GRADE O UP- STREAM 0 0 SIGNS V4/ 1/4 VIA. X 2" LAS BOLTS. 6ALV. O3 6" PVC PIPE OR O DOWN-STREAM O FINISH GRADE APPROVED EQUAL 10 REDUCER (WHERE REQUIRED) ® PIPE SIZE PER PLAN 3 X ® POURED IN PLACE CONCRETE FOOTING AS O PVC FABRICATED 5 DIMENSIONED. SLOPE TO V FITTING OR APPROVED \� DRAIN AS INDICATED EQUAL 3 �/ q O COMPACTED SUBGRADE, 3 10 I SEE SOILS REPORT FOR ADDITIONAL INFORMATION 4 5 4 4 i O PROVIDE FABRICATED 9 B 9 L ALUMINUM SIGN PANEL / WITH D65 SHEETING FOR "NO DUMPING - I LIVE ) DOWNSTREAM" SIGN INLINE WYE END OF LINE 45 -den BEND 4 "NO DUMPING - I LIVE DOWNSREAM" SIGN ON POLEJ 1 I STORM DRAIN CLEANOUT SCALE: N.T.B. PUBLIC WORKS PLANNING AND BUILDING I ENGINEERING I I ENCINITAS FIRE DEPARTMENT GALL: HUII'1VK11T Qa r "� CIVIL ENGINEERING 8 I CONSTRUCTION NOTES LAND , SURVEYNO � /1, \\..�ii E_ j(� 04/09/12 SEE SHEET C-0.2 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 TWO WORKING DAYS SIGN SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESORPTION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE CF OS INS 9Q ON 1� 6 DATE: 04/09/12 - HORIZONTAL � uxA17 _ ENCINITAS COMMUNITY PARK 10630 -G MODE AC OR IN SV RR 6 IM SrWEA (� �/,+B qA� V FE. OON'TY AVE �X,,,jC.li.. `1 xVCe.— R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE DETAIL SHEET C -0.5 SHEETIDOF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D v m m x z ao � M n � � c v� omp °x "', .4 � o FooO CU aryl"Wll �o�'o zZ w ¢ PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA Is U Z ao � M Q N r � N � omp N sx n � o Foo0 CU Q N on ZMmE C)m� w 2 ¢ SPECIFICATIONS: 1) CONCRETE: F� = 2500 p.v., TYPE V NOTE TO CONTRACTOR: 2) STEEL: ASTM A615, Gr40 ALL CONIC. FLATWORK AND VISIBLE DRAINAGE 3) POUR FOOTING AGAINST UNDISTURBED OR STRUCTURES TO BE FINISHED AND COLORED CONSISTENTLY PER SPECIFICATIONS. PROP. GRADE COMPACTED SOIL VERIFY COLOR AND FINISH WITH LANDSCAPE 6° P.C.C. W /#3 ®18 "° E.W. ARCHITECT PRIOR TO CONSTRUCTION. 1' -6• PIPE 0 1' -6" I RN ' BIORETEN110N FACILITY PER PLAN w + \ a- a R >w a STC 4800 Precast Concrete Stormceptor oR APPROVED EouAl (4800 U.S. Gallon Capacity) STORM DRAIN PIPE SEE PLAN FOR SIZE ,I PIPE INVERT Stormceptor SLOPE HEADWALL AT 2:1 - PER PLAN Frame and Cover SECTION TRASH RACK - PER DETAIL 8, SHEET C -0.5 ELEVATION 32910 Grade Adjusters To 1 Suit Finished Grade 6110 Oil 10 "0 Orifice 4 CONCRETE HEADWALL (DOG PARK) SCALE: RT.S. $ m Pod Plate 24 "0 outlet Pipe 72 "0 m ,- APWA STD. 320 -2 MANHOLE - 4- Varies - MODIFY FLOOR AS SHOWN Stormceptor INVERT OF EXIST. 54" Insert = INVERT OF 1D" PVC + 10° (0.83) Inlet Weir Outlet ° _ ___ EXIST. 54° — — — — - -- - - -''' - C.I.P. STORM DRAIN �— — 21" Inlet Outlet � 11 a Ii 11 I' II °a � -- 10 "0 PROP. 10" Orifice PVC STORM DRAIN SLOPE FLOOR OF MANHOLE Plate TO INVERT ELEVATION OF 10" PVC < 9 Access opening STORM DRAIN LINE ° 6 "0 Oil "0 (See note #2) INVERT ELEVATION OF 10• PVC Drop Tee 24 Drop Port STORM DRAIN UNE - SEE SHEET C -2.1 Inlet Pipe Outlet Pipe SECTION 90" Plan View Min, 3 MANHOLE W /10" BOTTOM OUTLET SST SE: 120 110 Ao„ a NOTE TO CONTRACTOR: PROP. GRADE - 3:1 MAX. ALL GONG. FATWORK AND VISIBLE DRAINAGE 14-0• STRUCTURES TO BE FINISHED AND COLORED 6• P.C.C. W /#3 0 18•° E.W. CONSISTENTLY PER SPECIFICATIONS. s. a VERIFY COLOR AND FINISH WITH LANDSCAPE 12" a e ARCHITECT PRIOR TO CONSTRUCTION. - a a ° SPECIFICATIONS: SLOPE HEADWALL 10 PVC CAP END OF AT 1:1 - PIPE (MANIFOLD) 10" PVC PIPE 10° PVC PIPE PER PLAN Section Thru Chamber 1) CONCRETE: Pc = 2500 p.s.i., TYPE V - PVC CAP END OF PIPE (MANIFOLD) 10° PVC PIPE 2) STEEL: ASTM A615, Gr40 w 3) POUR FOOTING AGAINST UNDISTURBED OR -- -10° �� \ COMPACTED SOIL - I �; Notes: ,T 2' 1• 1• 1• 2• 1' r 1• r 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet where Applicable. 3 -4 2. The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port. L 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, BIORETEN III SYSTEM 8 -4° PVC PIPES #54983315#5725760,#57531151#5849181,#60687659#6371690. PER PLAN 10° PVC PIPE PER PLAN 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. SECTION CONNECT 4• PVC PIPE ELEVATION RIP -RAP TO 10" PVC PIPE PER PLAN 8-4• PVC PIPES AS SHOWN - 8 PLACES 2 CONCRETE HEADWALL W /MANIFOLD SCALE` 1 PRE -CAST STORMCEPTOR SCALE: N.T.S. KT.S. UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS pxurc =a�ar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL: AUTHORITY e�'E "" �ooyf% CIVIL CONSTRUCTION NOTES o e m �T9 ENGINEERING LAND 8 I V77�31 -13 SURVEYNO , /1_, r_ CONSULTANTS � \\..00�jjii (� jr� 04/09/12 TWO WORKING DAYS SEE SHEET C-0.2 cwa rpiy �ppM` 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 SIGN SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL 17= CHECKED BY: =TEC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RA RAM 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: EN LOCATION: AT DUE OF OR IN ON F 16 FE & AC O2 IN SIN RR 6 IM SrW1A FE. OONTY HORIZONTAL +,+ DATE: 04/09/12 R.C.E. NO.: C -23971 - � ud?I1 _ ENCINITAS COMMUNITY PARK 10630 -G OF RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 SHEET11 OF 201 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE DETAIL SHEET C -0.6 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA Is U Z ao � M Q N r � N � omp N sx n � o Foo0 CU Q N on ZMmE C)m� w 2 ¢ LEGEN12L ❑1 RESIDENT SURFACING ❑2 4" CONCRETE BASE, SLOPE CONCRETE 1% MIN. TO DRAIN. REINF. W /g3 REBAR 0 18' O.C. 31 ADJACENT PAVING ® 90% COMPACTED SUBGRADE 5❑ 6" NOS TRENCH DRAIN W/ FLUSH GRATE, OR APPROVED EQUAL CONNECT TO DRAINAGE SYSTEM. 6" CURB & GUTTER W/BLOCKOUT PER DETAIL 6. SHEET C -0.4 NOTE TO CONTRACTOR: TREES IN PLANTER STRIP AREA ARE TO BE FIELD SPOTTED SO THEY DO NOT INTERFERE PATH PROPOSED STORM DRAIN - SEE LANDSCAPE PLANTING PLANS. Q 3 i� la rn 9 c� 6' CURB & GUTTER W /BI PER DETAIL 6, SHEE 2" TO 3" HARDWOOD MULCH 24" MIN. 'ENGINEERED SOIL' * SEE NOTE BELOW 2" - 3/8" GRAVEL 12" - 3/4' CRUSHED ROCK ** DRAINAGE PIPE (WHERE IT OCCURS IN SECTION) BEDDING FOR PIPE TO BE 3/4" CRUSHED ROCK * BIORETENTION "ENGINEERED SOIL• LAYER SHALL BE MINIMUM 24" DEEP •SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF If BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCUATIONS. TYPICALLY THE SURFACE AREA OF THE BIP RETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING INTO IT. SEE ALSO SECTION A -A ON SHEET C -0.3 7 1 PLAY AREA SUBDRAIN $CALE: 6 4 BIORETENTION PLANTER STRIPS (PARKING LOT) SCALE: N.T.B. N.T.B. 5 RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE 6" PIPE HEADER 0 O% SLOPE - 9FF SHFFT C -1 4 STORM TORN DRAIN SYSTEM I - SEE SHEET C -1.4 4" PERFORATED PVC PIPE PLACE PIPE PATH DEEP ROOTED, DENSE DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL It FG (SEE PLAN) 24" MIN. "ENGINEERED SOIL" * wr mnw RFi nw a IV a - INV (SEE PLAN) - -157.5 FG (SEE PLAN) 3/4" CRUSHED ROCK ** * BIORETENTION "ENGINEERED SOIL° LAYER SHALL BE MINIMUM 24' DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF If BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABIUTY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCUATIONS. TYPICALLY THE SURFACE AREA OF THE BIP RETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING INTO IT. BIORETENTION FACILITY (DOG PARK) ZOUND SERVICE ALERT ISAN ELIJO JOINT POWERS 3 * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO UNIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERNSE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. CALE: N.T.& PROP. SIDEWALK (TYP.) STORMWATER TREATMENT 10' O.C. TYR ii?•i?• iiiiiii��i+�i?iiiii4 +, I a� � � Y 2 CALTRANS BIORETENTION SYSTEM I'N VEGETATED SWALE '""T.6. `°`I 1 K PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL: FAU II'1V KI1Y Qa 41 CML ENONEERNB 8 I CONSTRUCTION NOTES L^NG SURVEYNB � ,,1_\\�_ 11111111 j( 04/09/12 SEE SHEET C-0.2 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 TWO WORKING DAYS SIGN SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DIO LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE OF OR IN NC ON F 16 DATE: 04/09/12 - HORIZONTAL � ud?IT _ ENCINITAS COMMUNITY PARK 10630 -G MDUE AC IN IN SIN RR 6 IM SANTA (� �,+ qA� V FE &M*O9NHOJ AVE �X,,,JC.Ii.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE DETAIL SHEET C -0.7 SHEET120F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA I 00 N C) v m N U 2 U Z ao � M aN n � � c omR o N sx n a� .4 � o Foote CU aN won O�mE o�mJ w < E 8 W�02L��w INLET INLET = TYPE 2 TYPE 1 I LL SECTION A _ 1 INLET TYPE 2 m' 3 BAP 150 es mBm) °L F V'1 NN DETAIL OF ANCHOR 9RB M6 ANCHOR L R POINT M POINT N PLAN SECTION INLET TYPE 1 P POINT 0 S INCHES Iv Limo mm) IY Im la Irmo mm) usC MM srAxD.ViS SPECIRCAnonS FOR PUBLIC NORKS C STRUCnW TC GRAGE LINE p5 2r XNE S/1 Y 150 Y 3W SHOVM ON PRC£ILE ROUNDED TO 42. 105] CF WPB w OXIM B W7� 5V' 1350 EP Y6 �TW F IRS IF NS ( OSO 72- (INS) 31,N' (IS) B =t(3mm) 2" STETE 45" 1125 mm K 1- I/Y,113/b'(6451d5) A w m l POINT P PONT a LLVANn SEEL MAL POINT M POINT N PROFILE & S INCHES J em SONG IY Im Y sw usC MM srAxD.ViS SPECIRCAnonS FOR PUBLIC NORKS C STRUCnW w 2r XNE T 3w Y 150 Y 3W M. " ROUNDED TO 42. 105] 6' To w OXIM 5 (IN) 5V' 1350 EP Y6 W' MEMO F IRS IF NS ( OSO 72- (INS) 31,N' (IS) MIN D I F "IZm s¢L WI NIBI usC MM srAxD.ViS SPECIRCAnonS FOR PUBLIC NORKS C STRUCnW 151 -2 MMINLE° EDGE C£ CONCRETE ms - rr ONE mml MB M-R USSZ F P25 mm x 50 m ROUNDED TO 900 mm PIPE SEAT t "m OTQM; USE 3 BINGO . mm•) 165 mm Iz �mmIVFE5 E BARS d. 1flm m S = or(I mm).1N0 LLSS (I ;Y 42" 3' (75 mm) CC B =t(3mm) 2" STETE 45" 1125 mm K 1- I/Y,113/b'(6451d5) A w m l 0KINCM) ME BA LLVANn SEEL MAL 8" R -ID OF SPUR & /8(�ITEN), E BARSA _ SECTi5p I OmmN A -A )ARS a -4-(Ia GUSE wC MM 54" �aT+ 9" WI SRFL MINE. SEE NOTE 2 E {If SPRING LINE QIm) C 5 f -e IBM¢ MIT ISMwwL -ESDO N ME BAR 450 mm) D BARS 240 ELEVAnON 4, D (gM00 mTm) LONG 3- (75 mm) CC, APPLIES AT 'MIEN Dz I GRADE POINTS. T IS POINT SEE NOTE 9 SEE NOTE 4 SECTION flN5 B -B m 69" (125 mm N 25 mm) (14 m) LONG 3" (75 mm) GC SEAT E BARS 72" CONTINUOUS. ADDITIONAL m F $ D2 F mm) OC WfTIl1N R -R 11 MIN F D I F PARKWAY DRAIN STANDARD PLR! 151 -2 SHEETI OF 2 usC MM srAxD.ViS SPECIRCAnonS FOR PUBLIC NORKS C STRUCnW F D I F OP ➢ORAL OUTSIDE 24' (610 mm) usE MM s7AnD WU wECIBCAHUNS FOE PUBUC wpENS CAnsTRUCnon 151 -2 EDGES TO BE EDGE C£ CONCRETE MANHOLE F P25 mm x 50 m ROUNDED TO 900 mm PIPE SEAT t 3' -0' 90E 165 mm �3" (75 mm) R E BARS D BARS 180 TE BARS 42" 3' (75 mm) CC 7 l 2" STETE 45" 1125 mm 7 3/4- 14. P 1 0KINCM) ME BA 1200 mm 8" R -ID OF SPUR C }C /8(�ITEN), E BARSA 51" 1275 mm 8 1/2" J BARS (975 mm) LONG. 54" D BARS 9" 230 SEE NOTE 2 57" SPRING LINE QIm) C f -e mm -ESDO N ME BAR 450 mm) D BARS 240 ELEVAnON 4, D (gM00 mTm) LONG 3- (75 mm) CC, APPLIES AT 'MIEN Dz I GRADE POINTS. T IS POINT SEE NOTE 9 SEE NOTE 4 SECTION 3-#4 S NO J BARS 4'-8' B -B ET GRADE 69" (125 mm N 25 mm) (14 m) LONG 3" (75 mm) GC SEAT 275 BARS 72" CONTINUOUS. ADDITIONAL DETAIL "N" F mm D2 F mm) OC /3 or W NOM) 11 TIE BARS 300 TO INSIDE(EDGE (RINGS AND COVER NOT SHOWN) ROUND 12 PLAN OF MANHOLE, SEE NOTE 2 (SEE NOTE 1) 90" (SHAFT nor SHOWN) 1/4" 335 STREET GRADE H BAR' 5' NSO E SECTION C -C e F MANHOLE PIPE -TO -PIPE MAIN LINE ID =36" 900 mm OR LARGER 24' (610 mm) usE MM s7AnD WU wECIBCAHUNS FOE PUBUC wpENS CAnsTRUCnon 151 -2 PARKWAY Sat MANHOLE F P25 mm x 50 m PER SPP 900 mm PIPE SEAT t 3' -0' 90E 165 mm BARS E BARS 7" 180 TE BARS 42" 1050 mm 7 l 2" STETE 45" 1125 mm 7 3/4- 14. 195 BAR im 48" 1200 mm 8" f 5'(125 mm SPECIFIED 51" 1275 mm 8 1/2" J BARS ROUND EDGTO 54" D BARS 9" 230 Y (75 57" SPRING LINE QIm) C f -e mm INLET 450 mm) 9 1/2" 240 ELEVAnON WAYS TO APPLIES AT 'MIEN Dz I GRADE POINTS. T IS POINT (1500 mm SEE NOTE 4 SECTION A -A H BAR' 5' NSO E SECTION C -C e F MANHOLE PIPE -TO -PIPE MAIN LINE ID =36" 900 mm OR LARGER PIPE SEAT LEVEL, usE MM s7AnD WU wECIBCAHUNS FOE PUBUC wpENS CAnsTRUCnon 151 -2 PARKWAY SEE NOTE 8 I A -A F 12'-10 1/2" (867 mm) SHEET 2 OF 2 900 mm 6 1/2" 8 1/2" (217 mm) 165 mm 39" E BARS 7" 180 mm 42" 1050 mm 7 l 2" 190 mm 45" 1125 mm 7 3/4- 14. 195 mm 48" 1200 mm 8" 205 75 mm SPECIFIED 51" 1275 mm 8 1/2" 16, 215 mm 54" D BARS 9" 230 mm WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER IS 57" 1425 mm P Y -4' f -e mm P 1500 mm 9 1/2" 240 mm 700 m 1575 mm 10" 255 GRADE POINTS. 66" SEE NOTE 4 10 SECTION B -B ET GRADE 69" (125 mm N 25 mm) 10 SEAT 275 BARS 72" EE TABLE 11° VARIABLE mm E BARS 78" /3 or W NOM) 11 TIE BARS 300 J BARS 84" ROUND 12 EDGES 320 TO Y 90" (75 mm) R 13 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION WORKS CONSTRUCTOR MANHOLE PIPE -TO -PIPE MAIN LINE ID =36" 900 mm OR LARGER SARD PLAN 320 -2 usE MM s7AnD WU wECIBCAHUNS FOE PUBUC wpENS CAnsTRUCnon NOTES 1. FLOOR OF BOX SHALL BE TROWELED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R /W, INLET TYPE 1 BEANS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TWE 2), THE 24" (600 mm) EXTENSION BEYOND THE R/W LINE IS NOT REWIRED WHEN BACK OF WALK IS 24* (600 mm) OR MORE FROM THE R/W LINE: HOWEVER. THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT 4. TOP OF INUET STRUCTURE (TYPE I & 2) SHALL BE FLUSH WTi ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL SNO 5/8" x 6 -3/8' NTH A Y HEAD (16 x 160 mm. 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT NOD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL MRS FACE AT POINT M AND O. CURB FACE IS B + 5" (125 mm) AT POINT N AND P. 7. THE 3' (75 mm) LEG OF THE 5/8' (16 mm) DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. & SLOPE = 2OR STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTOR PLAIN FOR F 151 -2 PARKWAY DRAIN I A -A F 12'-10 1/2" (867 mm) SHEET 2 OF 2 TABLE OF VALUES FOR M (SEE NOTE 1) TABLE OF VALUES FOR F MAX D2 MAX I MIN I A -A F 12'-10 1/2" (867 mm) 36" 900 mm 6 1/2" 8 1/2" (217 mm) 165 mm 39" 975 mm 7" 180 mm 42" 1050 mm 7 l 2" 190 mm 45" 1125 mm 7 3/4- 14. 195 mm 48" 1200 mm 8" 205 mm SPECIFIED 51" 1275 mm 8 1/2" 16, 215 mm 54" 1350 mm 9" 230 mm WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER IS 57" 1425 mm 9 1/4" 18. 235 mm 60 1500 mm 9 1/2" 240 mm 63" 1575 mm 10" 255 mm 66" 1650 mm 10 1/4" 260 mm 69" 1725 mm 10 3/4" 275 mm 72" 1800 mm 11° 280 mm 78" 1950 mm 11 3/4" 300 mm 84" 2100 mm 12 1/2" 320 mm 90" 2250 mm 13 1/4" 335 mm 96" 2400 mm 14" 355 mm 102" 2550 mm 15 1/2- 395 mm 108" 2700 mm 16" 405 mm 114" 120" (2850 mm) 3000 mm 16 17" 1/2" 430 (420 mm mm) 126" 3150 mm 17" 430 mm 132" 3300 mm 17 1 2" 445 mm 138" 3450 mm 17 1 2" 445 mm 144" 3600 mmR 18" 455 mm TABLE OF VALUES FOR M (SEE NOTE 1) STANDARD PLAIN PAVED STREET UNPAVED STREET SECTION MAX MIN MAX I MIN I A -A 1 12'-10 1/2" (867 mm) S -6" (1060 mm) C -C 11 282 mm 8 1/2" (217 mm) 16" (410 mm) 115 " (380 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAIN MANHOLE PIPE -TO -PIPE 320 -2 MAIN LINE ID = 36" 900 mm OR LARGER SHEET 2 OR 4 NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2' -10 1/2" (867 mm) FOR PAVED STREETS OR V -6" (1060 mm) FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTOR C -C AND DETAIL "N ". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 48" (1200 mm) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2, 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 48- (1200 mm) OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTERLINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2=96" (2400 mm) OR LESS, L -5' -6' (1.7 m), P -5' (130 mm) B. D2 OVER 96" (2400 mm), L =6' -0° (1.8 m), P =8' (210 mm) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 6" 150 mm OC. 4, STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO AS11M A 615M, GRADE 300 (ASTM A 615, GRADE 40). AND SHALL TERMINATE 1 1/2° (40 mm) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTON JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 8, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON SHEET 2. 9. D BARS SHALL BE TO JA4 ( /13M)(( FOR D 2°39' (975 mm) OR LESS. #5 (p16M) FOR D2- 90' (2250 mm) OR OVER2100 mm) INCLUSIVE AND 46 (B19M) FOR 10. CENTERLINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15° (375 OCT) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" (600 mm) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 36" (900 mm) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 36" (900 mm) TO 42' (1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33' (825 mm) OR LESS SPPWC 321 SHALL BE USED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE PIPE -TO -PIPE 320 -2 MAIN LINE ID = 36" 900 mm OR LARGER SHEET 3 OF 4 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR 320 -2 EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE SHEET 4 OF 4 UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTERLINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 30' (750 mm). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 16, WHERE A PRESSURE MANHOLE SHAFT - VWTH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 18. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36" (914 mm) WITHOUT REDUCER 630 24' (610 mm) MANHOLE FRAME AND COMER 633 36" (914 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE PIPE -TO -PIPE 320 -2 MAIN LINE ID = 36" 900 mm OR LARGER SHEET 4 OF 4 under <ar'rwno s SOVICe A-er<T SAN ELIJO JOINT POWERS WxeTE = :15 PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL AUTHORITY +W "D A °GDq CARL o e ENGINE LAND 8 I (�T 9 LAND ..+�yy ++�� NTL31 -13 - CONSULTANTS SURVEYND 04/09/12 TWO WORKIN5 DAYS SIGN °1M11 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 'TLr cJEMp°W LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: AT ENONTAS QiS U4 1� 6 DATE: 04/09/12 - HORIZONrAL ud?I7 _ ENCINITAS COMMUNITY PARK 10630 -G MIDDLE 6 OR IN SIN RR 6 IM SrWrA �/,+� qA� V RE & M�NIOtl AXE 3 `11'�CW.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE APWA STD.DETAIL SHEET C -0.8 SHEET13OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA W, 0 m m m Q U U Z ao � M QN QN� J V v omp Psx n 4 m 0 0 FCC N H DO ^ 1 Q N Oeo Zno E w ¢ U : o- w ��aw (sxnrr NOT sHOwn) STREET CONCRETE RINGS PER SPPWC 326 Imo. ■ F (2W VIG P50 mm) ROD mm) GRADE OPTIONAL BOTTOM SEE NOTE 5 SECTION B -B TvArEO smccrs F oUNPAVED STREET SEXTON MIN NA% MIN mm -6 S.W, mm c -c y 2M mm 91/2 1 ]17 m1m7) 6' (NO mm S (m0 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION MANHOLE PIPE -TO -PIPE (ONE OR BOTH srANDU+D ELM MAIN LINE IDS 33" (825 FREE) OR SMALLER) 321 -2 usE min srnnonflo sPECVlcnnorvs FoR Pu9uc waRrcs corvsmucnory SHIFT I OF 3 REINNFORCEDE MONOLITHIC ARCH, SEE NOTE 2 r4 SEE NOTE 1 H H T 80 mm (]' MIN LLI B 4 LATERAL/ CONNECTOR PIPE T GGBARS m N l (i13M60 150 mm) OC E Z1 p EDGEE A m z •L 0 3'Gfl H a w n 75 mm) O Oc TIE Baas - E AND F BARS r03' (/16M 0 75 mm) 0L. E SEE NOTE 6 STATION CONNECTOR POINT TABLE OF CEEN TIXt PIPE Y MIN SEE NOTE 3 VALUES FOR T l(60 mm> STATION POINT B T LATERAL SEE NOTE 3 12' TOM mm S NSI mm PLAN 15- (375 mm) r NX mml it tam mm row mm) 9' (525 mm) S NX mm) �? p 24' (6W mm) 51/Y (Im mm) SPUR q(IOMM O 450 mm) A (675 mm) 5 1/2' (IQ mm) 6C nE BAR 30°(750 mm) 6' OW mm REINFORCING STEEL BARS N O 111 M_ 625 mm 61 170 mm 33- (813M ® I50 mm) 36' (900 mm) 6 1 mm) 3° W mm ul 39 m r (I O m mm) E SPRING ROUND $ 5 'm mm' -s F nE BARS EDGES M( (q 6M) EL R BASS T B o3I t(S 1" mg10C) UNDISNRBED CONCRETE CRADLE. EARTH N H 450- C -2G00 (265- C -14). F SEE NOTE 9 SECTION Z -Z SECTION M -M STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION JUNCTION STRUCTURE -PIPE TO PIPE 6 6TANDMO PLAN usE rem sinnoazo w6aDCnnons core Pu9uc wazrcs consmucnon MANHOLE E m SHAFT PER '(225 m 9 E 4 a SPPWC 324 16' (f00 mm) FOR 2r - R PAVED STREETS , 10 m E ]' -0' (9W mm) 0' -2' (850 mm) 5 YR mm STREETS FOR UN- 1..E T , I✓A mm T r PAKD STREETS v y IiSmm '25 mn') 5'x2° (125 mm x 50 mm) PIPE SEAT E T '15 _ -6 If2G m ROUND EDGES 125 mm ROUND EDGES ' 15 MLET ELEVATIOry SECTION C -C APPLIES AT THIS POINT SECTION A -A STATION LINE 3' -0' (900 mm) 8' (200 mm) F (2W VIG P50 mm) ROD mm) GRADE OPTIONAL BOTTOM SEE NOTE 5 SECTION B -B TvArEO smccrs F oUNPAVED STREET SEXTON MIN NA% MIN mm -6 S.W, mm c -c y 2M mm 91/2 1 ]17 m1m7) 6' (NO mm S (m0 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION MANHOLE PIPE -TO -PIPE (ONE OR BOTH srANDU+D ELM MAIN LINE IDS 33" (825 FREE) OR SMALLER) 321 -2 usE min srnnonflo sPECVlcnnorvs FoR Pu9uc waRrcs corvsmucnory SHIFT I OF 3 REINNFORCEDE MONOLITHIC ARCH, SEE NOTE 2 r4 SEE NOTE 1 H H T 80 mm (]' MIN LLI B 4 LATERAL/ CONNECTOR PIPE T GGBARS m N l (i13M60 150 mm) OC E Z1 p EDGEE A m z •L 0 3'Gfl H a w n 75 mm) O Oc TIE Baas - E AND F BARS r03' (/16M 0 75 mm) 0L. E SEE NOTE 6 STATION CONNECTOR POINT TABLE OF CEEN TIXt PIPE Y MIN SEE NOTE 3 VALUES FOR T l(60 mm> STATION POINT B T LATERAL SEE NOTE 3 12' TOM mm S NSI mm PLAN 15- (375 mm) r NX mml it tam mm row mm) 9' (525 mm) S NX mm) �? p 24' (6W mm) 51/Y (Im mm) SPUR q(IOMM O 450 mm) A (675 mm) 5 1/2' (IQ mm) 6C nE BAR 30°(750 mm) 6' OW mm REINFORCING STEEL BARS N O 111 M_ 625 mm 61 170 mm 33- (813M ® I50 mm) 36' (900 mm) 6 1 mm) 3° W mm ul 39 m r (I O m mm) E SPRING ROUND $ 5 'm mm' -s F nE BARS EDGES M( (q 6M) EL R BASS T B o3I t(S 1" mg10C) UNDISNRBED CONCRETE CRADLE. EARTH N H 450- C -2G00 (265- C -14). F SEE NOTE 9 SECTION Z -Z SECTION M -M STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION JUNCTION STRUCTURE -PIPE TO PIPE 6 6TANDMO PLAN usE rem sinnoazo w6aDCnnons core Pu9uc wazrcs consmucnon THAN 6" (200 mm). 10. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15" (375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" (600 mm) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION siM1oM0 PUry MANHOLE PIPE -TO -PIPE ONE OR BOTH 321 -2 MAIN LINE IDS 33" 825 mm OR SMALLER NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 24" (600 mm). B SHALL NOT EXCEED 0.75 D OR 39" (975 mm). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN. 0 SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER As FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERAL STATIONS SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTERLINE. 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PLANS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PLANS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45'. B IS LESS THAN OR EQUAL TO 24" (600 mm) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 0.5 D: OTHERWISE, SPPWC 340 SHALL RE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. TILE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9, THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 12" 300 mm ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. ) IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40. (ASTM A 615M, GRADE 300), AND BE PLACED 1 1/2" (40 mm) CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE NTH J =7D /12 + 6" (150 mm). 11. FLOOR OF THE SPUR SHALL BE STEEL - TROWELED TO THE SPRING LINE OF THE SPUR. SHEET 2 OF STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION siarvOARD Pux JUNCTION STRUCTURE -PIPE TO PIPE 331 -3 INLET ID?24' 600 mm OR OD>1 2 MAIN LINE ID 4 LATERAL /CCNNECTIXt PIPE G MAIN LINE RLP 4 MAIN VNE RCP (I00 mm) Ci CONC, PIPE. RCP OR CS' �pa$ -CLASS C � 1/2' IS mm MX. MORTAR 1* � SEE NOTE 4 IN J B INLET "T PIP BA, 5' BACKFILL N1TH SEE NOTE 8 A 45' 450 -C -2000 h 126Fr0 -If) E CONCRETE OR E COMPACT $OIL TO RELATIVE OENSIN REQUIRED BY - sPEaNCnnoxs m UNDISTURBED EARTH- BEDDING. PER CASE 1 SPECIFICATIONS PLAN CASE 1 SECTION B -B FOR OunEr SEE sro CATCH BASIN PLANS CATCH BASIN FLOOR JBACK am- c -2opo (P65 -0-If) OON NENCASEMENT SEE OTE 5 CONC PIPE. 20 RLP OR CSP SEE NmE 1 2' 15 mm MI SEE No 4 L B>45' CASE 1 CASE 2 SECTION C -C (SEE NOTES 9 k 10 C (100 mm) MIT iE VARIES TO SUIT _ CONOIPONS � g LLp55 L MORTAR it THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33" (825 mm) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE BOB DOWNSTREAM OF THE MANHOLE IS 36" (900 mm) TO 42" (1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33° (825 mm) OR LESS.) SPPWC 320 OR 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36" (900 mm) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8" (200 mm) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE BOB, SHALL BE A MINIMUM OF 6" (150 mm). G IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE- SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12 MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 326. 16. WHERE A PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 630 24" 610 mm) MANHOLE FRAME AND COVER 633 36" 900 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sTFxBMD FLAN MANHOLE PIPE -TO -PIPE ONE OR BOTH 321 -2 MAIN LINE IDS 33" 825 mm OR SMALLER .. a E x b ri + - srpnoN r SADDLE SADDLE PLAN CASE 3 SECTION SADDLE CONNECTION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION JUNCTION STRUCTURE -PIPE TO PIPE si "NOARD PLAN ID 524" 600 mm 332 -2 usE mm srnxonxo sPEancnnons FoR Pu9uc ewxs cwsmucnw NOTES CASE 1 AND CASE 2 1. IF ANGLE A IS LESS THAN 45 OR IF D Is LARGER THAN 24" (600 mm), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2, THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF 11­IE INLET PIPE PLUS 1" (30 mm) MINIMUM TO 3" (TS mm) MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL ESP AND FITTINGS SHALL BE GALVANIZED. S. STATION SPECIFIED ON THE PLANS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTERLINE OF INLET PIPE. 9, CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 12' (3.5 m) OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 11. CONNECTIONS TO PIPES 21° (525 mm) OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE -HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13, TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART IMLL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES 1 AND 2, STANDARD PLANS FOR PUBLIC WORKS CONSTRUC110N srnrvDARO PUry JUNCTION STRUCrU E -PIP TO PIPE 332 -2 ID t 24' 600 mm unde�no seRCVlce �er<r SAN ELIJO JOINT POWERS ppBFES97o,M4( PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �i�LL � AUTHORITY CINL o e ENONEERND 8 I �T9 LAND NTL31 -13 - CONSULTANTS SURVEYNO 04/09/12 TWO WORKING DAYS SIGN Dlva 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 BEFORE YOU DI6 Hof tl1'�P LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD ENDED: APPR LOCATION: AT DdONTAS QiS � ON TO BE DATE: 04/09/12 - HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G MIDDLE BE OR IN SIN RR BE IM SrWLA �/,+� � & �� AXE � �lJ.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE APWA STD.DETAIL SHEET C -0.9 SHEET140F 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA 0 N m a U Z ao OC M aN r` � � c ON omp REX j am -LL tt o roou CU a LV v=l Oleo ES EGG E w ¢ SPUR SHALL BE STEEL - TROWELED TO THE SPRING LINE OF THE SPUR. SHEET 2 OF STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION siarvOARD Pux JUNCTION STRUCTURE -PIPE TO PIPE 331 -3 INLET ID?24' 600 mm OR OD>1 2 MAIN LINE ID 4 LATERAL /CCNNECTIXt PIPE G MAIN LINE RLP 4 MAIN VNE RCP (I00 mm) Ci CONC, PIPE. RCP OR CS' �pa$ -CLASS C � 1/2' IS mm MX. MORTAR 1* � SEE NOTE 4 IN J B INLET "T PIP BA, 5' BACKFILL N1TH SEE NOTE 8 A 45' 450 -C -2000 h 126Fr0 -If) E CONCRETE OR E COMPACT $OIL TO RELATIVE OENSIN REQUIRED BY - sPEaNCnnoxs m UNDISTURBED EARTH- BEDDING. PER CASE 1 SPECIFICATIONS PLAN CASE 1 SECTION B -B FOR OunEr SEE sro CATCH BASIN PLANS CATCH BASIN FLOOR JBACK am- c -2opo (P65 -0-If) OON NENCASEMENT SEE OTE 5 CONC PIPE. 20 RLP OR CSP SEE NmE 1 2' 15 mm MI SEE No 4 L B>45' CASE 1 CASE 2 SECTION C -C (SEE NOTES 9 k 10 C (100 mm) MIT iE VARIES TO SUIT _ CONOIPONS � g LLp55 L MORTAR it THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33" (825 mm) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE BOB DOWNSTREAM OF THE MANHOLE IS 36" (900 mm) TO 42" (1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33° (825 mm) OR LESS.) SPPWC 320 OR 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36" (900 mm) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8" (200 mm) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE BOB, SHALL BE A MINIMUM OF 6" (150 mm). G IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE- SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12 MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 326. 16. WHERE A PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 630 24" 610 mm) MANHOLE FRAME AND COVER 633 36" 900 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sTFxBMD FLAN MANHOLE PIPE -TO -PIPE ONE OR BOTH 321 -2 MAIN LINE IDS 33" 825 mm OR SMALLER .. a E x b ri + - srpnoN r SADDLE SADDLE PLAN CASE 3 SECTION SADDLE CONNECTION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION JUNCTION STRUCTURE -PIPE TO PIPE si "NOARD PLAN ID 524" 600 mm 332 -2 usE mm srnxonxo sPEancnnons FoR Pu9uc ewxs cwsmucnw NOTES CASE 1 AND CASE 2 1. IF ANGLE A IS LESS THAN 45 OR IF D Is LARGER THAN 24" (600 mm), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2, THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF 11­IE INLET PIPE PLUS 1" (30 mm) MINIMUM TO 3" (TS mm) MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL ESP AND FITTINGS SHALL BE GALVANIZED. S. STATION SPECIFIED ON THE PLANS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTERLINE OF INLET PIPE. 9, CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 12' (3.5 m) OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 11. CONNECTIONS TO PIPES 21° (525 mm) OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE -HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13, TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART IMLL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES 1 AND 2, STANDARD PLANS FOR PUBLIC WORKS CONSTRUC110N srnrvDARO PUry JUNCTION STRUCrU E -PIP TO PIPE 332 -2 ID t 24' 600 mm unde�no seRCVlce �er<r SAN ELIJO JOINT POWERS ppBFES97o,M4( PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �i�LL � AUTHORITY CINL o e ENONEERND 8 I �T9 LAND NTL31 -13 - CONSULTANTS SURVEYNO 04/09/12 TWO WORKING DAYS SIGN Dlva 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 BEFORE YOU DI6 Hof tl1'�P LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD ENDED: APPR LOCATION: AT DdONTAS QiS � ON TO BE DATE: 04/09/12 - HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G MIDDLE BE OR IN SIN RR BE IM SrWLA �/,+� � & �� AXE � �lJ.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE APWA STD.DETAIL SHEET C -0.9 SHEET140F 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA 0 N m a U Z ao OC M aN r` � � c ON omp REX j am -LL tt o roou CU a LV v=l Oleo ES EGG E w ¢ it THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33" (825 mm) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE BOB DOWNSTREAM OF THE MANHOLE IS 36" (900 mm) TO 42" (1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33° (825 mm) OR LESS.) SPPWC 320 OR 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36" (900 mm) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8" (200 mm) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE BOB, SHALL BE A MINIMUM OF 6" (150 mm). G IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE- SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12 MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 326. 16. WHERE A PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 630 24" 610 mm) MANHOLE FRAME AND COVER 633 36" 900 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sTFxBMD FLAN MANHOLE PIPE -TO -PIPE ONE OR BOTH 321 -2 MAIN LINE IDS 33" 825 mm OR SMALLER .. a E x b ri + - srpnoN r SADDLE SADDLE PLAN CASE 3 SECTION SADDLE CONNECTION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION JUNCTION STRUCTURE -PIPE TO PIPE si "NOARD PLAN ID 524" 600 mm 332 -2 usE mm srnxonxo sPEancnnons FoR Pu9uc ewxs cwsmucnw NOTES CASE 1 AND CASE 2 1. IF ANGLE A IS LESS THAN 45 OR IF D Is LARGER THAN 24" (600 mm), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2, THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF 11­IE INLET PIPE PLUS 1" (30 mm) MINIMUM TO 3" (TS mm) MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL ESP AND FITTINGS SHALL BE GALVANIZED. S. STATION SPECIFIED ON THE PLANS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTERLINE OF INLET PIPE. 9, CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 12' (3.5 m) OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 11. CONNECTIONS TO PIPES 21° (525 mm) OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE -HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13, TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART IMLL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES 1 AND 2, STANDARD PLANS FOR PUBLIC WORKS CONSTRUC110N srnrvDARO PUry JUNCTION STRUCrU E -PIP TO PIPE 332 -2 ID t 24' 600 mm unde�no seRCVlce �er<r SAN ELIJO JOINT POWERS ppBFES97o,M4( PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �i�LL � AUTHORITY CINL o e ENONEERND 8 I �T9 LAND NTL31 -13 - CONSULTANTS SURVEYNO 04/09/12 TWO WORKING DAYS SIGN Dlva 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 BEFORE YOU DI6 Hof tl1'�P LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD ENDED: APPR LOCATION: AT DdONTAS QiS � ON TO BE DATE: 04/09/12 - HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G MIDDLE BE OR IN SIN RR BE IM SrWLA �/,+� � & �� AXE � �lJ.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE APWA STD.DETAIL SHEET C -0.9 SHEET140F 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA 0 N m a U Z ao OC M aN r` � � c ON omp REX j am -LL tt o roou CU a LV v=l Oleo ES EGG E w ¢ .. a E x b ri + - srpnoN r SADDLE SADDLE PLAN CASE 3 SECTION SADDLE CONNECTION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION JUNCTION STRUCTURE -PIPE TO PIPE si "NOARD PLAN ID 524" 600 mm 332 -2 usE mm srnxonxo sPEancnnons FoR Pu9uc ewxs cwsmucnw NOTES CASE 1 AND CASE 2 1. IF ANGLE A IS LESS THAN 45 OR IF D Is LARGER THAN 24" (600 mm), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2, THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF 11­IE INLET PIPE PLUS 1" (30 mm) MINIMUM TO 3" (TS mm) MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL ESP AND FITTINGS SHALL BE GALVANIZED. S. STATION SPECIFIED ON THE PLANS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTERLINE OF INLET PIPE. 9, CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 12' (3.5 m) OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 11. CONNECTIONS TO PIPES 21° (525 mm) OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE -HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13, TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART IMLL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES 1 AND 2, STANDARD PLANS FOR PUBLIC WORKS CONSTRUC110N srnrvDARO PUry JUNCTION STRUCrU E -PIP TO PIPE 332 -2 ID t 24' 600 mm unde�no seRCVlce �er<r SAN ELIJO JOINT POWERS ppBFES97o,M4( PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �i�LL � AUTHORITY CINL o e ENONEERND 8 I �T9 LAND NTL31 -13 - CONSULTANTS SURVEYNO 04/09/12 TWO WORKING DAYS SIGN Dlva 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 BEFORE YOU DI6 Hof tl1'�P LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD ENDED: APPR LOCATION: AT DdONTAS QiS � ON TO BE DATE: 04/09/12 - HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G MIDDLE BE OR IN SIN RR BE IM SrWLA �/,+� � & �� AXE � �lJ.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE APWA STD.DETAIL SHEET C -0.9 SHEET140F 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA 0 N m a U Z ao OC M aN r` � � c ON omp REX j am -LL tt o roou CU a LV v=l Oleo ES EGG E w ¢ STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION JUNCTION STRUCTURE -PIPE TO PIPE si "NOARD PLAN ID 524" 600 mm 332 -2 usE mm srnxonxo sPEancnnons FoR Pu9uc ewxs cwsmucnw NOTES CASE 1 AND CASE 2 1. IF ANGLE A IS LESS THAN 45 OR IF D Is LARGER THAN 24" (600 mm), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2, THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF 11­IE INLET PIPE PLUS 1" (30 mm) MINIMUM TO 3" (TS mm) MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL ESP AND FITTINGS SHALL BE GALVANIZED. S. STATION SPECIFIED ON THE PLANS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTERLINE OF INLET PIPE. 9, CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 12' (3.5 m) OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 11. CONNECTIONS TO PIPES 21° (525 mm) OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE -HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13, TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART IMLL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES 1 AND 2, STANDARD PLANS FOR PUBLIC WORKS CONSTRUC110N srnrvDARO PUry JUNCTION STRUCrU E -PIP TO PIPE 332 -2 ID t 24' 600 mm unde�no seRCVlce �er<r SAN ELIJO JOINT POWERS ppBFES97o,M4( PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �i�LL � AUTHORITY CINL o e ENONEERND 8 I �T9 LAND NTL31 -13 - CONSULTANTS SURVEYNO 04/09/12 TWO WORKING DAYS SIGN Dlva 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 BEFORE YOU DI6 Hof tl1'�P LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD ENDED: APPR LOCATION: AT DdONTAS QiS � ON TO BE DATE: 04/09/12 - HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G MIDDLE BE OR IN SIN RR BE IM SrWLA �/,+� � & �� AXE � �lJ.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE APWA STD.DETAIL SHEET C -0.9 SHEET140F 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA 0 N m a U Z ao OC M aN r` � � c ON omp REX j am -LL tt o roou CU a LV v=l Oleo ES EGG E w ¢ NOTES CASE 1 AND CASE 2 1. IF ANGLE A IS LESS THAN 45 OR IF D Is LARGER THAN 24" (600 mm), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2, THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF 11­IE INLET PIPE PLUS 1" (30 mm) MINIMUM TO 3" (TS mm) MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL ESP AND FITTINGS SHALL BE GALVANIZED. S. STATION SPECIFIED ON THE PLANS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTERLINE OF INLET PIPE. 9, CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 12' (3.5 m) OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 11. CONNECTIONS TO PIPES 21° (525 mm) OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE -HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13, TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART IMLL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES 1 AND 2, STANDARD PLANS FOR PUBLIC WORKS CONSTRUC110N srnrvDARO PUry JUNCTION STRUCrU E -PIP TO PIPE 332 -2 ID t 24' 600 mm unde�no seRCVlce �er<r SAN ELIJO JOINT POWERS ppBFES97o,M4( PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �i�LL � AUTHORITY CINL o e ENONEERND 8 I �T9 LAND NTL31 -13 - CONSULTANTS SURVEYNO 04/09/12 TWO WORKING DAYS SIGN Dlva 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 BEFORE YOU DI6 Hof tl1'�P LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD ENDED: APPR LOCATION: AT DdONTAS QiS � ON TO BE DATE: 04/09/12 - HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G MIDDLE BE OR IN SIN RR BE IM SrWLA �/,+� � & �� AXE � �lJ.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE APWA STD.DETAIL SHEET C -0.9 SHEET140F 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA 0 N m a U Z ao OC M aN r` � � c ON omp REX j am -LL tt o roou CU a LV v=l Oleo ES EGG E w ¢ unde�no seRCVlce �er<r SAN ELIJO JOINT POWERS ppBFES97o,M4( PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �i�LL � AUTHORITY CINL o e ENONEERND 8 I �T9 LAND NTL31 -13 - CONSULTANTS SURVEYNO 04/09/12 TWO WORKING DAYS SIGN Dlva 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 BEFORE YOU DI6 Hof tl1'�P LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD ENDED: APPR LOCATION: AT DdONTAS QiS � ON TO BE DATE: 04/09/12 - HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G MIDDLE BE OR IN SIN RR BE IM SrWLA �/,+� � & �� AXE � �lJ.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE APWA STD.DETAIL SHEET C -0.9 SHEET140F 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA 0 N m a U Z ao OC M aN r` � � c ON omp REX j am -LL tt o roou CU a LV v=l Oleo ES EGG E w ¢ PLANNING CASE N0: 04 -197 MUP/DR /CDP /EIA Is x U Z ao � M Q N r � N � V v omp -w � o H Q N O zm E =m w ..¢ U � w 27:m w 1- O 1 ONTRACTOR, OF BID, SHAUL CONSTRUCTION ADJACENT I EXISTING HOMES, RESPONSIBLE I• OORDINATING NTH THE HOMEOWNERS • OF '1 RARY 6-FOOT CHAIN UNK • ONSTRUCTION CONSTRUCTION AREAS A1 1 EXISTING HOMES, 1• 1 REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 11 ® 1 1 1 1 IK CONSTRUCTION I HOMEOWNERS 1 1• •'1 ICE AT ALL TIMES DURING CONSTRUCTION 1 PROVIDE 1 1 -1 ® 1 1 T[ •Y 1 HOMEOWNER. 1 1[ 1 •\ e: • 1 RUCTION AREAS ADJACENT 1 EXISTING HOMES, � -• 1 IL i 1 A VED AND A NEW WALL CONSTRUCTED, 1 1 MATERIAL 1 1 :1 1 1 •1 1 1 .1 i 1 ADJOINING HOMEOWNER 1 AD FENCE SECURELY TO THE NEW WALL PRIOR TO JOB COMPLETION. II rr ii III • _ Mloi4 II ••I 1 1 1 Biqa old • •� _�1 1� a - 1 �� • 11 •1 1 1 1 Y�� 1 • Il _� 1 JO RI 11' 150.07 3 1 179.57 FL - f �� L �M 1g• 1� 7® � 1 ..— ���.... �YTii• e IR— ® n p. �4 I q. H•��Y •yp���� - � ® RUN= MAW li - - - - .. - _ _ - _�- _ - ... - - - - ... L311 1 ' 1 v 11 • I 11 .1 .:1 I LEI 1 i 1 1 11 11 '�•! '1 1 1 ,II 1 F_l�•IC: E[ �Iljl>♦LI 1, 6: 1: � 1. 1 •1 11'1 1 e 1 ` 1 1 1 1 1 •1 1 1 '1 1 1 •1 1 4 • IM ,:. . CONSULTANTS � 1 1• BEFORE YOU DIO I • �� • ■ • �Ua.9[H:Ia17a'1��U:L \ "1. •:1 "itN71YN9a11a'/� ■ • • • ■ ■ - �LTS�iYYI)��bTL� — -- DESCRIPTION OC 11 • LOCATION: AT ENomTAs cHs sa ON Top OF MIDDLE OF OR IN SW COR OF INT SANTA W"N4CN RECORD FROM- COUNTY OF SAN DIEGO ELEVATION-. 215.640 DATUM: NGVD 29 HORIZONTAL VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: 04/09/12 RICHARD A. MOORE, P.E. EXP.: 12/31/13 ■ DATE DATE ENCINITAS COMMUNITY PARK GRADING PLAN C-1.1 PLANNING CASE N0: 04 -197 MUP/DR /CDP /EIA Is x U Z ao � M Q N r � N � V v omp -w � o H Q N O zm E =m w ..¢ U � w 27:m w I 1 1 1 F =': FEF v9.89 C I I V - - •Y 1 I EXIST. 12 -FOOT WIDE EASEMENT"- I 1 TO SDG&iTEA -1 -INST. 68- 228166 FENCE II - 18025 FS ',.11 :00:0 . 11 29 MAX. LEC EENLE s II CROS SLOPE 15 ��` 18002 II _ 19004 f5 - - FENCE ``, - - - j 1 "PJEB MOWCURB FS 16 . CONSTRUCT 3 -0' V- GUTTER ERETAILLSJ SHEET C-0.4 04 SHEET - W P MATCH LINE -SEE F i • •• •• •a�.;c tl�l 7S�TC -tee: is a 181. 10 FEO i� _ 1 10 182.00 TC 180. ns TYPE C 1 E C_ 181.50 FS ie0ss rvc sV, 180.27 B our a 1 180.61 180.11 FS 180.71 FG WLY' 3% fiGB\ 179.00 TF 2 181.30 TC I I 180.80 FS ExIST. 4-FOOT 1 '1 18(X TS GB) ,g� ,Z�181.BP 7tlE EASEMENT 1Q FO SDG &E PER I 4ST.68 -76511 F J / 1 TW 179.0 FG 182.1 \TIC 82. 1 81 .7 LECT. X WALL PER AIL 1 2, SHEET SS2 AND DSCAPE 1 PLANS IL 2/L -2.10 1 247F001[ WIUE ACCESS & UTIUTY 1 CASEMENT TO RASPY GROWERS 3 PER DOC. 2012- 020393p REC. 04/ 12 8 2 2� I 186.00 TW I K 182.5 FG 181.00 TF m K I m 1 I n 1 O 1 3 PROP. WATER LINE 11 240 PER DRAWING a SDWD WIO -150 m X m 'SXI T. 30 -FOOT WIDE ACCESS EASEMENT 1 2 5 1 R INST. 67- 86336, 86337 & 86338 ITCLAIMED PER DOC. 2012 - 0205810 X 1 179.93 1'£ REC. 04/09/12 1 1 9.43 F � i.... - 187.67 1 179.3 � 161.00 rF 178.8 L 1 1 I XI C4 .2 I 181.6 - I X X 1 1 178.85 178.3 182.9 1 GB 78. 1177. 1 1 li 'I x II I EXIST. FOOT WIDE EASEMENT I I TO SDG &E &E PER INST. 68-174411 SANTA FE PLAZA I EXIST. 8 -FOOT WIDE EASEMENTIITO I SDG &E PER INST. 68 -76503 /, EXIST. 15 -FOOT MADE EASEMENT TO RD -- __-- �l -X --�� SDC&E PER INST. 68 -76567 I I , a.v- ..a= -Y- / _ - - / o I EXIST. WALL I /�/ -��-1- - - - - - - - I 1s ECT. / 181.2 IX X D- - __ - - = r _ _ -- - -- ___ EXIST. SEWER LINE TO BE REMOVED 183 4 PER SHEET C-3.1 ra UJ EC _ IN. PROP. WATER UNE �� PER DRAWING SDWD W10 -150 BCPDETAIL 3, SHEET C -0.4 RE: GUTTERS IN FRONT OF ACCESS RARS (TYP?� Dw 18 X _ v,,,,.,.,.,, H.P. 15 185.3 FG 33.:: 1 1% •• SEE n DW 1 X4.6 x MATCH LINE - SEE SHEET C -1.3 X 1 ow Dw •j P/A 0 Dw P/A P/A )l O�1I EXIST. 12 -FOOT / I LOCK OUT 3'x12' WIDE EASEMENT- - - - - - O 1- CURB & GUTTER INST. 68- 76511---- - - - --� 1�1 .III Imo- WHERSOW TH SYMBOL (TYP.) I - - -_ ____ -tea-- _- - - - -- _ J rr UNLESS PAVING PARKING STALLS AS NOTED - �-i- ____ - -- -------- - T - - -`a I o _ ` - - - J L GENERAL CONSTRUCTION NOTES I `^ L - - - - _ -• - - -_ -_ _ __- Qxt CONSTRUCT MIN. 4' AC /B' CLASS II BASE (DRIVES) - bERIFY 1WIH SOILS ENGINEER -E- - - -- 1� CONSTRUCT MIN. 12' CN55 II BASE (DRIVE) - VERIFY PATH SOILS ENGINEER - -- -- - -_ - - -- 16 CONSTRUCT MIN. 127 CLASS II BASE (PARKING) - VERIFY NTH SOILS ENGINEER MATCH LINE - SEE SHEET C -1.3 - ®iV��6Z1 pI i' III BID ALTERNATE 11 - PARKING LOT PAVING BASE BID IS FOR PLACEMENT OF 12' CLASS II BASE IN PARKING LOTS WIN CONSTRUCTION WHISKERS AND CHALK/SPRAYPAINT MARKINGS. BID ALTERNATE /1 WILL BE FOR ASPHALT PAVING FOR PARKING LOTS 'B', 'C', 'D' AND 'E'. THIS BID ALT INCLUDES ALL THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION ARROWS, UNIT LINE AND 'STOP' PAVEMENT MARKINGS AND ADA MARKINGS) FOR THESE AREAS ®X BID ALTERNATE #1 - SEE SHEET C -0.2 BID ALTERNATE fSk 95B AND 05C - SKATE PARK: BASE BID IS FOR GRADING OF SKATE PARK AREA AS SHOWN. BID ALTERNATE #5A, j5B AND #5C WILL BE FOR CONSTRUCTION OF SKATE PARK PER SHEETS SP -0.1 TO SP -5.9 AND LBA - &1 TO LBA - 8.3 (SHOWN AS SCREENED BACK). BID ALTERNATE 1Y5A, #5B AND /5C - SEE SHEETS CBA -7.1 TO CBI NOTE: ALL CURB RAMPS ARE REQUIRED TO HAVE A 44' LEVEL (MAX. SLOPE NOT TO EXCEED 2%) AT TOP AND BOTTOM OF RAMPS. SCALE: 1 " =20' I 1 � 40 0 20 LNOe]z UNO s KVlce A ItKT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY o " CARL FICE BRING ENGINE 8 I F�1 9 LAND �y+� NT�31 -13 � CONSULTANTS YN SURVEO �•uP:Egp�,, 04/09/12 TWO WORKING DAYS SIGN eFVa 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'•°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aoo6o tw nEVnnorvs AT coNces9oN/RESmoaM BLOC os /oa /IZ LocnnoN: ATDLE CF CB IN NC w T� cP DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 =G FE & AC IN IN SV RR 6 IM SrWFA HORIZONTAL /�/ (�� �,+ qA� I N � &M^OONNON AVE. \J�X,,,�A.li.. `1 Vk0C R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.2 SHEET16pF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D v m U U Z ao � M n °arc Jv� omp iGX j � m � o roo U aN Z OIL E om w ¢ :, CONSTRUCT 6" CURB ONLY PER SDRSD G -1 - - • ® CONSTRUCT 12" WIDE 4" THICK P.C.C. STRIP ADJACENT TO CURB IJ Ei - �Is�IQAAie E II /� �v1A I •" .. I':.. ' ' % "` ® CONSTRUCT 3 -0' V- GUTTER ERETAILLSJ SHEET C-0.4 04 / • 10 CONSTRUCT CUF2 RAMP PER SDRSD N0, G-27 THIN G-32 AND DETAIL 2, SHEET C -0.4 • HI •�' - TYPE PER PLAN - MONFED BY INSTAWNG A 3'x4' TRUNCATED DOME DU AT All RAMPS �• ' 11 OCN5UCT SPECIAL PAaENT AND BANING PER UNDS:ME RANI DETAILS 5 & 6, SHEET L-21 I I 178.0 FG 180.20 TC 0 • BEDDING TO BE 178.40 FG • 6" ®19 31 3 4" ROCK -SEE 1Q CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 I 179.70 F J 177]5 FG - �- " -" ' °(y, HEES T O 4� 179.0 FG � w � 1© CONSTRUCT MOW5TRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -2.1 DWI 0 57 _ � W- 15 PROTECT IN PLACE �l -- - _ - -- Z I `H-- ® CONSTRUCT CURB AND GUTTER W/BLOCK OUT PER DETAIL 6, SHEET C -0.4 _ -- W =- = -- - -- © REMOVE EXISTING FENCE/WALL - INCLUDING FOOTING - VERIFY TIMING NTH CITY II y 6 -_ - --'- 2 W.-- _.J�C1 -- CONSTRUCT 6' PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 -- - ® CONSTRUCT 8' PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 r HP 179. 0 TC 2 'S° • U ® CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 1 0.93 TC 2 178. 0 FL 1B • OO _ 180.43 TYp 179. 178. 9 TC 178 25� TG ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 P/A 180.26 TC FH 9 FS 17800 FG 3 • " 36 CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 179.76 180.73 TC SHEET C -0.3 • 176.5 INV 6 © CONSTRUCT BIORETENTON PLANTER STRIPS PER DETAIL 4, SHEET C -0.7 180.23 FS 179.86 leg 179.36 FS 179.69 TC 1 MATCH LINE - SEE SHEET C -1.3 - ®iV��6Z1 pI i' III BID ALTERNATE 11 - PARKING LOT PAVING BASE BID IS FOR PLACEMENT OF 12' CLASS II BASE IN PARKING LOTS WIN CONSTRUCTION WHISKERS AND CHALK/SPRAYPAINT MARKINGS. BID ALTERNATE /1 WILL BE FOR ASPHALT PAVING FOR PARKING LOTS 'B', 'C', 'D' AND 'E'. THIS BID ALT INCLUDES ALL THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION ARROWS, UNIT LINE AND 'STOP' PAVEMENT MARKINGS AND ADA MARKINGS) FOR THESE AREAS ®X BID ALTERNATE #1 - SEE SHEET C -0.2 BID ALTERNATE fSk 95B AND 05C - SKATE PARK: BASE BID IS FOR GRADING OF SKATE PARK AREA AS SHOWN. BID ALTERNATE #5A, j5B AND #5C WILL BE FOR CONSTRUCTION OF SKATE PARK PER SHEETS SP -0.1 TO SP -5.9 AND LBA - &1 TO LBA - 8.3 (SHOWN AS SCREENED BACK). BID ALTERNATE 1Y5A, #5B AND /5C - SEE SHEETS CBA -7.1 TO CBI NOTE: ALL CURB RAMPS ARE REQUIRED TO HAVE A 44' LEVEL (MAX. SLOPE NOT TO EXCEED 2%) AT TOP AND BOTTOM OF RAMPS. SCALE: 1 " =20' I 1 � 40 0 20 LNOe]z UNO s KVlce A ItKT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY o " CARL FICE BRING ENGINE 8 I F�1 9 LAND �y+� NT�31 -13 � CONSULTANTS YN SURVEO �•uP:Egp�,, 04/09/12 TWO WORKING DAYS SIGN eFVa 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'•°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aoo6o tw nEVnnorvs AT coNces9oN/RESmoaM BLOC os /oa /IZ LocnnoN: ATDLE CF CB IN NC w T� cP DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 =G FE & AC IN IN SV RR 6 IM SrWFA HORIZONTAL /�/ (�� �,+ qA� I N � &M^OONNON AVE. \J�X,,,�A.li.. `1 Vk0C R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.2 SHEET16pF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D v m U U Z ao � M n °arc Jv� omp iGX j � m � o roo U aN Z OIL E om w ¢ :, IJ Ei - �Is�IQAAie _, ' �II �v1A I V�����I�Si� I� �• tip•% %. r MATCH LINE - SEE SHEET C -1.3 - ®iV��6Z1 pI i' III BID ALTERNATE 11 - PARKING LOT PAVING BASE BID IS FOR PLACEMENT OF 12' CLASS II BASE IN PARKING LOTS WIN CONSTRUCTION WHISKERS AND CHALK/SPRAYPAINT MARKINGS. BID ALTERNATE /1 WILL BE FOR ASPHALT PAVING FOR PARKING LOTS 'B', 'C', 'D' AND 'E'. THIS BID ALT INCLUDES ALL THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION ARROWS, UNIT LINE AND 'STOP' PAVEMENT MARKINGS AND ADA MARKINGS) FOR THESE AREAS ®X BID ALTERNATE #1 - SEE SHEET C -0.2 BID ALTERNATE fSk 95B AND 05C - SKATE PARK: BASE BID IS FOR GRADING OF SKATE PARK AREA AS SHOWN. BID ALTERNATE #5A, j5B AND #5C WILL BE FOR CONSTRUCTION OF SKATE PARK PER SHEETS SP -0.1 TO SP -5.9 AND LBA - &1 TO LBA - 8.3 (SHOWN AS SCREENED BACK). BID ALTERNATE 1Y5A, #5B AND /5C - SEE SHEETS CBA -7.1 TO CBI NOTE: ALL CURB RAMPS ARE REQUIRED TO HAVE A 44' LEVEL (MAX. SLOPE NOT TO EXCEED 2%) AT TOP AND BOTTOM OF RAMPS. SCALE: 1 " =20' I 1 � 40 0 20 LNOe]z UNO s KVlce A ItKT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY o " CARL FICE BRING ENGINE 8 I F�1 9 LAND �y+� NT�31 -13 � CONSULTANTS YN SURVEO �•uP:Egp�,, 04/09/12 TWO WORKING DAYS SIGN eFVa 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'•°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aoo6o tw nEVnnorvs AT coNces9oN/RESmoaM BLOC os /oa /IZ LocnnoN: ATDLE CF CB IN NC w T� cP DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 =G FE & AC IN IN SV RR 6 IM SrWFA HORIZONTAL /�/ (�� �,+ qA� I N � &M^OONNON AVE. \J�X,,,�A.li.. `1 Vk0C R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.2 SHEET16pF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D v m U U Z ao � M n °arc Jv� omp iGX j � m � o roo U aN Z OIL E om w ¢ INST. 67- 86336, 86337 & 86338 t ' fiffi� 5 �i 1 it 1 i ©( tIc t /WALL PER I I 175. C TCH ?.5 WATER ER DOC. FOR ••�•• C -3.1 MATCH LINE - SEE SHEET C -1.2 LNE ENCLOSURE - ARCH PLANS BLDG. PERMI GATE 18" m 173.04 TC 172.54 FL _ -29. L. :. > P/A 172.76 TC 173.25 TC :' == 172.16 FL 172 75 FS 172.94 TC 172.44 FS 4 2 1 172.81 TC TYR 172.31 FS P 73. kJB 72.5 ,172.44 TC -- 171.�94 FL I- - I 1% V 71.66 72.60 TO 4 17210 TC C 16 1 T.3b TC O 172'.65 1 171 FS 2 172.10 2, II N u MATCH LINE - SEE SHEET C -1.2 1 STORM DRAIN LINE /CURVE DATA O BEARING /A R L ® N23VI'23'E - 353.27 ® 45.01 22.50' 17.67 ® N7712'03 0W - 46.08' ® N3516'WW - 44.28' ® 3717'59' 22.50' 14.65' O N72'34'3TW - 2.00' GG N8652'12'E - 21.05' / I I V x167.75 INV 12" - I- - - - - -- - -- - - - - - -- - - -- / - -_ o i 173.5 163.4 I I `t x 1 ^ NOTE TO CONTRACTOR: 172 " • VERIFY STRUCT SLAB SECTION [ASSUMED 5' PCC /2' N I o SAND/VAPOR BARRIER /2' SAND] W/ STRUCTURAL DRAWINGS I m 17.7 / AND SOILS ENGINEER'S REPORT PRIOR TO CONSTRUCTION AND 12" 17d.8 NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY. H� 172.3 66.461N 1z °42A x. � S UNE x {(A¢T 66��,, i ALL CURB RAMPS ARE REQUIRED TO HAVE A 4'x4' LEVEL (MAX. / 1 TO BE REMOVED BY GA I x TO BE REMOVED BY CONTRACTOR I II I / • SLOPE NOT TO EXCEED 2� AT TOP AND BOTTOM OF RAMPS. I UNLESS PAVING PARKING STALLS AS NOTED I I <O GENERAL CONSTRUCTION NOTES I I I I 0 Qa� CONSTRUCT MIN. a AC /8' CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER s s EXIST. SEWER UNE • CONSTRUCT MIN. If CLASS II BASE (DRIVE) - VERIFY WITH SOILS ENGINEER % I I P -3.1 / 1 W I iB CONSTRUCT MIN. 12' CUSS II BASE (PARKING) - VERIFY NTH SOILS ENGINEER TO BE REMOVED 18" 0 0.5 169.4 W Q CONSTRUCT 6" CURB ONLY PER SDRSD G -1 171 I ® CONSTRUCT 12" WIDE a THICK P.C.C. STRIP ADJACENT TO CURB •�I 0 CONSTRUCT 6" CURB & GUTTER PER SDRSD G -2, TYPE G CONSTRUCT 3' -0° V- GUTTER PER DETAIL 3, SHEET C -0.4 {w 6 CONSTRUCT 6' PCC /6' AS - VERIFY DEPTH AND ROME WITH SOILS ENGINEER 17 1z O x SAW'CUT AND REMOVE EXISTING CURB & GUTTER /CURB /SIDEWALK/PCC /AC 1 = I 10 CONSTRUCT CURB RAMP PER SDRSD NO. G-27 THAI C-32 AND DETAIL 2 SHEET C -0.4 PROP. SEWER E H - TYPE PER RAN - MODIFIED BY INSTALLING A 3'x4 TRUNCATED DOME PIE AT All RAMPS PER SHEET C .1 io I 16 9.6 i Q CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 1 0 CONSTRUCT MOWSTRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -21 I I 165.94 INV 12' 42A I I / 165.69 INV 18 ® REMOVE EXISTING STRUCTURE x 17a III II 2' 16 Q. 9 ® REMOVE DOSING FENCE/WALL - INCLUDING FOOTING - VERIFY TIMING WITH CITY x •�- 31 CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSO D -60 dP€ C I I I 169.7 ® CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSO D -60 1 I I / ® CONSTRUCT 12" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 170 I I w X ® CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 X x • ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 °z I 35B CONSTRUCT THERMOPLASTIC "NO DUMPING - I UVE DOMNSIREAM° - ON A POLE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 4, SHEET C -0.5 169. FG ✓'ll i 18' O 0.5 1 `�, ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 - - - - - - - - - - - - - - - - - - : J ® CONSTRUCT CURB INLET PER SDRSD D -2, L PER PLAN Yy. 37A CONSTRUCT TIHERMOPLASTIC 'NO DUMPING - I LIVE DONNSIREAM' - STENCIL 10 /7p i6 .0 FG I PROP. WATER UNE 1m 16 . 5 1 BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 2, SHEET C-0.5 116 6 PER SHEET C -3.1 cix • � CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321 -2 169 • U ® CONSTRUCT RIP -RAP PER DETAIL 5, SHEET C -0.4 4 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 332 -2 PROP. SEWER UNE 167.8 TG 0 W PER SHEET R UN HP • W CA CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 331 -3 167.8 TO 168 163.40 IN / /% 168 1624 NV 1 ® CONSTRUCT 18" RANCOR SURE -LOK HDPE STORM DRAIN PIPE OR EQUAL, ••.I v \ ` 1 6� BODING PER SDRSD D -60 • ® CONSTRUCT 24' HANCDR SURE -LOK HDPE STORM DRAIN PIPE, OR EQUAL, 565.13 BIT. 1 RCP 1 BEDDING PER SDRSD D -60 15 - -- - - 164.0* TOP PVC 6 °3, 8' 1 6 • ® CONSTRUCT HEADWALL MTIi TRASHRACK PER DETAIL 8, SHEET C -0.5 N 'ti6'.33 TW = 1 •B \hA / 168.8 TO x ".;: 0 J • 61 CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET C -0.7 176.00 TW 169.5 FG Aj�Iy, \� i 166.2 Qp CATER ONES S ' i68.6ryFTF ® 167.67 XIST. S D. R:oq \T I 4 - 165.6 T V\ 1 �P2R `SNE� 2' O O SR • H TOP HDWL PER DOC. EXIST. A EASEMENT PER INST. 67 -8633 337 & 86338 EXIST. _"7 ITCLAIMED PER PER NOTE TO CONTRACTOR: THE CONTRACTOR AS PART OF THE BASE BID SHALL: • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES BE RESPONSIBLE FOR COORDINATING WITH THE HOMEOWNERS THE SETUP OF THE TEMPORARY 6 -FOOT CHAIN LINK CONSTRUCTION FENCE. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 6 -FOOT CHAIN UNK CONSTRUCTION FENCE WILL FULLY JOIN WITH THE HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL TIMES DURING CONSTRUCTION TO PROVIDE A FULLY ENCLOSED YARD FOR THE HOMEOWNER. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, EXTEND (IN KIND MATERIAL AND CONSTRUCTION) THE EXISTING SIDE YARD FENCE OF EACH ADJOINING HOMEOWNER AND ATTACH SAID FENCE SECURELY TO THE NEW WALL PRIOR TO JOB COMPLETION. I I I I I SAN ELIJO JOINT POWERS pOFE95 /py _ EASEMENT TO CITY 6.2 331 O.R. tease WALL PER DETAIL 2, 17 EET SS2 AND LANDSCAPE PLANS DETAIL 2/L -210 16 PERMIT 10630 -G PRIVA SEWER EASEMENT PROP S 0 RASPY GROWERS PER SH PER C. 2012 - 0203930 RED. 04/06/12 f. I IMF - RFF RHFFT BID ALTERNATE 01 - PARKING LOT PAVING: BASE BID IS FOR PLACEMENT OF 1Y CLASS II BASE IN PARKING LOTS WITH CONSTRUCTION WHISKERS AND CHALK/SPRAYPAINT MARKINGS. BID ALTERNATE (1 WILL BE FOR ASPHALT PAVING FOR PARKING LOTS T6', 'C', 'D' AND V. THIS BID ALT INCLUDES ALL THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION ARROWS, LIMIT UNE AND 'STOP' PAVEMENT WARNINGS AND ADA MARKINGS) FOR THESE AREAS. !rM w N .: y as Pis{ 1 I- BID ALTERNATE #1 - SEE SHEET C-0.2 NOTE TO CONTRACTOR- .� � •� 5 EXACT 1 1• 1 1 SWALES MAY BE REVISED IN THE FIELD BY THE CITY TO PROVIDE FOR A MORE (►ilje� A,.. COORDINATE GRADING OF iXb VEGETATED PRIOR TO 1 1 f • �......:. 1 CEem 1 a s� 1 .1 1 �O � � 1 X4'7 • • • _ �'IjI ^�' 1 1'• 1 1• 1 1 1 • GALL' L XUIHVKIIT : ce. -009"o r "I CIVIL • •• • o e' �T ENGINEERING 8 I 9 LANG V1T>- `31 -13 - • SURVEYWG 04/09/12 THO WORKING DAYS SIGN clva IN CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'0°°• LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ILU KAM DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aooeo Tw nEVnnoNS AT coNcessloN/RLSmoaN BLOC os /ofi /IZ LocnnoN: ATDLE OF S IN NC w F I c>= DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 -G MIDDLE AC N IN AN RR 6IM SANTA HORIZONTAL /�/ tll � RE - OONTY AVE R.C.E. NO.: C -23971 Elld RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.3 SHEET170F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D m m U U ao � M a� n � � c v� omp °x �', � o ro� z }CU J~ ^Wl aN Zo�'o o�mE w ¢ ��aw / I I V x167.75 INV 12" - I- - - - - -- - -- - - - - - -- - - -- / - -_ o i 173.5 163.4 I I `t x 1 ^ NOTE TO CONTRACTOR: 172 " • VERIFY STRUCT SLAB SECTION [ASSUMED 5' PCC /2' N I o SAND/VAPOR BARRIER /2' SAND] W/ STRUCTURAL DRAWINGS I m 17.7 / AND SOILS ENGINEER'S REPORT PRIOR TO CONSTRUCTION AND 12" 17d.8 NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY. H� 172.3 66.461N 1z °42A x. � S UNE x {(A¢T 66��,, i ALL CURB RAMPS ARE REQUIRED TO HAVE A 4'x4' LEVEL (MAX. / 1 TO BE REMOVED BY GA I x TO BE REMOVED BY CONTRACTOR I II I / • SLOPE NOT TO EXCEED 2� AT TOP AND BOTTOM OF RAMPS. I UNLESS PAVING PARKING STALLS AS NOTED I I <O GENERAL CONSTRUCTION NOTES I I I I 0 Qa� CONSTRUCT MIN. a AC /8' CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER s s EXIST. SEWER UNE • CONSTRUCT MIN. If CLASS II BASE (DRIVE) - VERIFY WITH SOILS ENGINEER % I I P -3.1 / 1 W I iB CONSTRUCT MIN. 12' CUSS II BASE (PARKING) - VERIFY NTH SOILS ENGINEER TO BE REMOVED 18" 0 0.5 169.4 W Q CONSTRUCT 6" CURB ONLY PER SDRSD G -1 171 I ® CONSTRUCT 12" WIDE a THICK P.C.C. STRIP ADJACENT TO CURB •�I 0 CONSTRUCT 6" CURB & GUTTER PER SDRSD G -2, TYPE G CONSTRUCT 3' -0° V- GUTTER PER DETAIL 3, SHEET C -0.4 {w 6 CONSTRUCT 6' PCC /6' AS - VERIFY DEPTH AND ROME WITH SOILS ENGINEER 17 1z O x SAW'CUT AND REMOVE EXISTING CURB & GUTTER /CURB /SIDEWALK/PCC /AC 1 = I 10 CONSTRUCT CURB RAMP PER SDRSD NO. G-27 THAI C-32 AND DETAIL 2 SHEET C -0.4 PROP. SEWER E H - TYPE PER RAN - MODIFIED BY INSTALLING A 3'x4 TRUNCATED DOME PIE AT All RAMPS PER SHEET C .1 io I 16 9.6 i Q CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 1 0 CONSTRUCT MOWSTRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -21 I I 165.94 INV 12' 42A I I / 165.69 INV 18 ® REMOVE EXISTING STRUCTURE x 17a III II 2' 16 Q. 9 ® REMOVE DOSING FENCE/WALL - INCLUDING FOOTING - VERIFY TIMING WITH CITY x •�- 31 CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSO D -60 dP€ C I I I 169.7 ® CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSO D -60 1 I I / ® CONSTRUCT 12" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 170 I I w X ® CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 X x • ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 °z I 35B CONSTRUCT THERMOPLASTIC "NO DUMPING - I UVE DOMNSIREAM° - ON A POLE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 4, SHEET C -0.5 169. FG ✓'ll i 18' O 0.5 1 `�, ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 - - - - - - - - - - - - - - - - - - : J ® CONSTRUCT CURB INLET PER SDRSD D -2, L PER PLAN Yy. 37A CONSTRUCT TIHERMOPLASTIC 'NO DUMPING - I LIVE DONNSIREAM' - STENCIL 10 /7p i6 .0 FG I PROP. WATER UNE 1m 16 . 5 1 BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 2, SHEET C-0.5 116 6 PER SHEET C -3.1 cix • � CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321 -2 169 • U ® CONSTRUCT RIP -RAP PER DETAIL 5, SHEET C -0.4 4 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 332 -2 PROP. SEWER UNE 167.8 TG 0 W PER SHEET R UN HP • W CA CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 331 -3 167.8 TO 168 163.40 IN / /% 168 1624 NV 1 ® CONSTRUCT 18" RANCOR SURE -LOK HDPE STORM DRAIN PIPE OR EQUAL, ••.I v \ ` 1 6� BODING PER SDRSD D -60 • ® CONSTRUCT 24' HANCDR SURE -LOK HDPE STORM DRAIN PIPE, OR EQUAL, 565.13 BIT. 1 RCP 1 BEDDING PER SDRSD D -60 15 - -- - - 164.0* TOP PVC 6 °3, 8' 1 6 • ® CONSTRUCT HEADWALL MTIi TRASHRACK PER DETAIL 8, SHEET C -0.5 N 'ti6'.33 TW = 1 •B \hA / 168.8 TO x ".;: 0 J • 61 CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET C -0.7 176.00 TW 169.5 FG Aj�Iy, \� i 166.2 Qp CATER ONES S ' i68.6ryFTF ® 167.67 XIST. S D. R:oq \T I 4 - 165.6 T V\ 1 �P2R `SNE� 2' O O SR • H TOP HDWL PER DOC. EXIST. A EASEMENT PER INST. 67 -8633 337 & 86338 EXIST. _"7 ITCLAIMED PER PER NOTE TO CONTRACTOR: THE CONTRACTOR AS PART OF THE BASE BID SHALL: • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES BE RESPONSIBLE FOR COORDINATING WITH THE HOMEOWNERS THE SETUP OF THE TEMPORARY 6 -FOOT CHAIN LINK CONSTRUCTION FENCE. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 6 -FOOT CHAIN UNK CONSTRUCTION FENCE WILL FULLY JOIN WITH THE HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL TIMES DURING CONSTRUCTION TO PROVIDE A FULLY ENCLOSED YARD FOR THE HOMEOWNER. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, EXTEND (IN KIND MATERIAL AND CONSTRUCTION) THE EXISTING SIDE YARD FENCE OF EACH ADJOINING HOMEOWNER AND ATTACH SAID FENCE SECURELY TO THE NEW WALL PRIOR TO JOB COMPLETION. I I I I I SAN ELIJO JOINT POWERS pOFE95 /py _ EASEMENT TO CITY 6.2 331 O.R. tease WALL PER DETAIL 2, 17 EET SS2 AND LANDSCAPE PLANS DETAIL 2/L -210 16 PERMIT 10630 -G PRIVA SEWER EASEMENT PROP S 0 RASPY GROWERS PER SH PER C. 2012 - 0203930 RED. 04/06/12 f. I IMF - RFF RHFFT BID ALTERNATE 01 - PARKING LOT PAVING: BASE BID IS FOR PLACEMENT OF 1Y CLASS II BASE IN PARKING LOTS WITH CONSTRUCTION WHISKERS AND CHALK/SPRAYPAINT MARKINGS. BID ALTERNATE (1 WILL BE FOR ASPHALT PAVING FOR PARKING LOTS T6', 'C', 'D' AND V. THIS BID ALT INCLUDES ALL THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION ARROWS, LIMIT UNE AND 'STOP' PAVEMENT WARNINGS AND ADA MARKINGS) FOR THESE AREAS. !rM w N .: y as Pis{ 1 I- BID ALTERNATE #1 - SEE SHEET C-0.2 NOTE TO CONTRACTOR- .� � •� 5 EXACT 1 1• 1 1 SWALES MAY BE REVISED IN THE FIELD BY THE CITY TO PROVIDE FOR A MORE (►ilje� A,.. COORDINATE GRADING OF iXb VEGETATED PRIOR TO 1 1 f • �......:. 1 CEem 1 a s� 1 .1 1 �O � � 1 X4'7 • • • _ �'IjI ^�' 1 1'• 1 1• 1 1 1 • GALL' L XUIHVKIIT : ce. -009"o r "I CIVIL • •• • o e' �T ENGINEERING 8 I 9 LANG V1T>- `31 -13 - • SURVEYWG 04/09/12 THO WORKING DAYS SIGN clva IN CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'0°°• LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ILU KAM DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aooeo Tw nEVnnoNS AT coNcessloN/RLSmoaN BLOC os /ofi /IZ LocnnoN: ATDLE OF S IN NC w F I c>= DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 -G MIDDLE AC N IN AN RR 6IM SANTA HORIZONTAL /�/ tll � RE - OONTY AVE R.C.E. NO.: C -23971 Elld RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.3 SHEET170F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D m m U U ao � M a� n � � c v� omp °x �', � o ro� z }CU J~ ^Wl aN Zo�'o o�mE w ¢ ��aw 180.9 X M n _ �G 1 .9 N WALL PER DETAIL 180.3 p 0.3 2, SHEET SS2 +PLAA G AND LANDSCAPE PLANS DETAIL 2/L- 0 PERMIT; 10630 -G WALL PER 1 180.5 X II II O it 17 1, ,r v 1 N S DEi-O \ +PLAA G I . WALL PER 1'5.33 TW 11 DETAIL 8, 179.0± FG Y : SHEET SS ' VE b 17MO. 4 r; PERMIT 1 If 106 -G w X d 183.33 TW m 177.0± VERIFY 175.00 TF VERI��jjyy 175.Ob IT s 00 Fs 0 owl •moO• ELIJO JOINT POWERS MATCH LINE - SEE SHEET C -1.3 uffou I '.ILAI1 &CI LBA -9.1 & FOR CONS] A I !NS 6 54 I I ;DETAIL AIL I I E I 2/L -2.10 1 V!® Wi j1 �, \i ON g •� • 01 PUBLIC WORKS M3g VU.9 X� M3, 1s'. PRIVATE SEWER EASEMENT / 1s s9 rs TO RASPY GROOWERS Q 6)19 5 PEC'`- 04jW�%1 - Oi'1��� 6691 X II 168.7 4,. IOS � DOG PARK BID ALL \ 167.3 X 167.4 X L \ % 7. 6 -FOOT WIDE / ER EASEME W , 1 67.9 ALL, x X ! �7 1 168.00 TW IN II Pf pI t61 0 FG 2 16LOfK,.(� j D r _c / P t / M 1 1 .2 4• 160 09 X 9,1 FL 15 L 1 6.0 TW lours 63.8 TG ,Y 62.2 INV 5 .1 FG LY 5 .00 1 I 16z.0 \ 1 .00 0.0 FG 159.00 1 II 162.0 N 166. 1 I 159. I 62.3 41 5 i2 IN 16 3 TW 0 FG 12 " 1 III 3 164. TW 157 FG 1, U TINT r/ 157. INV.1�' 157 F (15 ) F - i! 1s Fs A H E ST. r Fs 16400 _ 3 5,38 15 54 ; 'o690 FS 15 .33 15745 I.tiy�bf 7.0 PLANNING AND BUILDING 167.6 X 6 / Q i I-Q . 6 / n I / / ENGINEERING GENERAL CONSTRUCTION NOTES 15 PROTECT IN PLACE ® REMOVE EXISTING STRUCTURE ® REMOVE EXISTING FENCE/WAUL - INCLUDING FOOTING - VERIFY TIMING NTH Ott 31 CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT 12" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD 0-60 ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 356 CONSTRUCT THERMOPLASTIC 'NO DUMPING - I LIVE DOWNSTREAM" - ON A POLE TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 4, SHEET C -0.5 ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 ® INSTALL DRAINAGE STRUCTURE GATE PER SDRSD D -15 AT BOTTOM OF WALL - MODIFY SIZE AS REWIRED TO FILL AREA BETWEEN WALL AND EXIST. V -DITCH 41 CONNECT SUBDRAIN TO STORM DRAIN ® CONNECT TO EXISTING P.C.C. CHANNEL THROUGH CHANNEL WALL ® CONSTRUCT HEADWALL PER DETAIL 4, SHEET C -0.6 ® CONSTRUCT SUBDRAIN PER DETAIL 4, SHEET C -0.4 ® CONSTRUCT BIORETENTION FACILITY PER DETAIL 5, SHEET C -0.7 BID ALTERNATE 04A AND &B - DOG PARK: BASE BID IS FOR GRADING AND INSTALLATION OF STORM DRAIN AND UTIUTY INFRASTRUCTURE FOR DOG PARK AREA AS SHOWN. BID ALTERNATE /4A AND j413 WILL BE FOR CONSTRUCTION OF DOG PARK PER LANDSCAPE PLAN SHEETS LBA -9.1 TO LBA -9.6 (SHOWN AS SCREENED BACK). BID ALTERNATE g4A AND x'.48 - SEE SHEETS CBA -8.1 & CBA -8.2 NOTE: EASTERLY WALL OF DOG PARK IS TO BE A SOUND WALL PATH A SURFACE WEIGHT OF AT LEAST 4 POUNDS PER SQUARE FOOT PATH NO GAPS BETWEEN GROUND AND TOP OF WALL. NOTE TO CONTRACTOR: THE CONTRACTOR, AS PART OF THE BASE 610, SHALL • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, BE RESPONSIBLE FOR COORDINATING WITH THE HOMEOWNERS THE SETUP OF THE TEMPORARY 6 -FOOT CHAIN UNK CONSTRUCTION FENCE. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 6 -FOOT CHAIN LINK CONSTRUCTION FENCE WILL FULLY JOIN WITH THE HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL TIMES DURING CONSTRUCTION TO PROVIDE A FULLY ENCLOSED YARD FOR THE HOMEOWNER. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, EXTEND (IN KIND MATERIAL AND CONSTRUCTION) THE EXISTING SIDE YARD FENCE OF EACH ADJOINING HOMEOWNER AND ATTACH SAID FENCE SECURELY TO THE NEW WALL PRIOR TO JOB COMPLETION. / F SCALE: 1 " =20' Q ~ ENCINITAS FIRE DEPARTMENT 169.5 FG SLY GRA AU I M V KI I T a cN. -eoq"o CIVIL G 168.33 TF o qqq��- ENGINEERING 8 I 178.0 TW �9 LAND 1 N LY 31 -13 m SURVEYING ,p/',�� s 172.0 FG S'LY 6 04/09/12 171.00 TF c1v1� 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE TWO WORKING DAYS SIGN rpiy �ppe+` BEFORE YOU DIG LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: MI DLE OF S IN N C ON F 16 DATE: 04/09/12 HORIZONTAL � ud�1 � ENCINITAS COMMUNITY PARK 10630 -G FE & AG OR IN SIN RR 6 IM SANTA (� �,+ qA� V FE &M•OONJOJ AVE �X,,,JC.Ii.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12 31 13 DATE DATE GRADING PLAN C -1.4 SHEET180F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D m U WNz ao � M n � � c v� omp N iGX j r00 U CU Q N ZO�o 0 w ¢ ��- 0 It II x 1 LSE% T. WALL i 183 ��.. II R R WATER LINE II EXIST. 15 -F MENT TO RAYING 0.0 It SDG&E PER . 68- 174412 1 88D WIO -150 175.0 INV II 184.40 TW EXIST. 124DOT ��" 180.4 FS 1 1 WIDE EASE4NT SANTA FE PLAZA EXIST. 8 -FOOT WI EASEMENT TO 15 ALL 179.4 TF TO SDG&E IPER SDG &E PER INST. INST. 68 -70511 r -- - f3- ____ - --i I 1 - .�� I II 83.3 0.5 FG 1 .4 FS I PRO . WATER LINE It II I 1 XIST. W I LECT. IL 1 E, 1. h PER 1 9.0 SD IB10.�50-= =__ = -A _ I _ - - [ _� --_ - -- I 183,07 FS I 180.0 TO 31 174. �- L _•____ -- __ - _ - -_ - __ - -__- - - -_ -_- - - - - -- - -- - - -- 162 1.67 G 180.4 FS - - -- - - -- --- - ---- - - - - -- - -- -- 11 \ 180. TO -- 1 8° w Wwm �n 1 = 2 17 j9 FL BLOCK OUT 3"x12" RECT. OPENING TR 178.98 TC IN CURB & GUTTER 0 10 -FEET O.C. Q 179.03 TC i� 178.48 FS WHERE SHOWN WITH SYMBOL (TYP.) 12 179.53 FS 1 L 9.02 TC 178 44 TC • • 178. 2 fS 178 44 FS • 179.11 TI \ N 179.19 TO 178.61 F D n x r< 1 ,LT. #5 c�, ET mI O __ .9 rn 1 TO£BA 7.3 == n 1 TO L8.3 x611 T1[l !-,1 N HP TC NVI T 1� WALW L 2, SHEET SS2 AND L PLANS DETAIL BLDG. PERMIT # MO 177 BE 173.2 - SEE 0, SHEET C -0.3 ® 17 178. 5 iC 17 .70 T 17 178. 5 FS 17 20 10 PE C 175.7 x 175.4 x 2 6% 170.8 I v I I 4 x m, Em ,1- - I 1 /b.U6 1CAb.UC lG 76.65 FS W -3.5', V =8.72' 4 175.58 FS 2 17543 TC \ ®37 77460 FL 1752 LNG E //1 • G�,. 76671 INV 18" 1700 INV A- 176 FS i D MATCH LINE -SEE SHEET C -1.3 SAN ELIJO JOINT POWERS l GALL: TWO 1,4012KIN6 DAYS BEFORE YOU DI6 CHANGE NO. I DESCRIPTION 'E C 70.E I APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: AT ENCINITAS OHS S1 ON TIP CF MIDDLE OF OR IN SN CYR OF INT SAWA HORIZONTAL - RE & MAOONJOJ ANE. RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 169.9 �* x 174.7 x 173.2 175.5 `� , x � 17X.6 7 174.3 x \ 7E M ZAIN_a ?iA \ \ EXIST. TO BE V81.3 TF \ ER D \ IPA PROP. ATER UNE PER. DR NG \ ` SEJPA R 1 TO RWc 2 X ncreoc�\ \ r rt \ \J \ G 1 N I BEARING /Q 177.75 FG 178.15 FG N `� N23'01'23 °E I - 353.23' 175.8 INV 6" 1 \ \ \\ U e 6" U 1% 177.45 FG 17 ow _ F LU 31 ow ow V A A 77.40 TO LU 12" V A\ \ I 1 8. L 60 FG \ \ C 87 FL COCMREPA RON AND NOTIFY CITY IMMEDIATELY OF ANY vv \ DISgREPA NCY. \ -- _ - - - - -- _ - -- - - -_ -cor_ W _ - -__ NO GRADING\ _ -__ -_- \ J -y 1O - \ 1B - 2Q CONSTRUCT 6" CURB ONLY PER SDRSD G -1 LU ® CONSTRUCT 12" WIDE 4" THICK P.C.C. STRIP ADJACENT TO CURB \ 178.7 TO CONSTRUCT 3' -0" V- GUTTER PER DETAIL 3, SHEET C -0.4 31 © 177.4 Z CONSTRUCT CURB RAMP PER SDRSD N0. G-27 THRU G -32 PAID DETAIL 2, SHEET C -0.4 178.2 FIL \- 11 \ 1B 175.01 CONSTRUCT SIDEWALK PER LANDSCAPE PLAN J • PROTECT IN PLACE TOP 17 69 T \ ® 8° w Wwm �n 1 = 2 17 j9 FL BLOCK OUT 3"x12" RECT. OPENING TR 178.98 TC IN CURB & GUTTER 0 10 -FEET O.C. Q 179.03 TC i� 178.48 FS WHERE SHOWN WITH SYMBOL (TYP.) 12 179.53 FS 1 L 9.02 TC 178 44 TC • • 178. 2 fS 178 44 FS • 179.11 TI \ N 179.19 TO 178.61 F D n x r< 1 ,LT. #5 c�, ET mI O __ .9 rn 1 TO£BA 7.3 == n 1 TO L8.3 x611 T1[l !-,1 N HP TC NVI T 1� WALW L 2, SHEET SS2 AND L PLANS DETAIL BLDG. PERMIT # MO 177 BE 173.2 - SEE 0, SHEET C -0.3 ® 17 178. 5 iC 17 .70 T 17 178. 5 FS 17 20 10 PE C 175.7 x 175.4 x 2 6% 170.8 I v I I 4 x m, Em ,1- - I 1 /b.U6 1CAb.UC lG 76.65 FS W -3.5', V =8.72' 4 175.58 FS 2 17543 TC \ ®37 77460 FL 1752 LNG E //1 • G�,. 76671 INV 18" 1700 INV A- 176 FS i D MATCH LINE -SEE SHEET C -1.3 SAN ELIJO JOINT POWERS l GALL: TWO 1,4012KIN6 DAYS BEFORE YOU DI6 CHANGE NO. I DESCRIPTION 'E C 70.E I APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: AT ENCINITAS OHS S1 ON TIP CF MIDDLE OF OR IN SN CYR OF INT SAWA HORIZONTAL - RE & MAOONJOJ ANE. RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 169.9 �* x 174.7 x 173.2 175.5 `� , x � 17X.6 7 174.3 x \ 7E M ZAIN_a ?iA \ \ EXIST. TO BE V81.3 TF \ ER D \ IPA PROP. ATER UNE PER. DR NG \ ` SEJPA R 1 TO RWc 2 X ncreoc�\ \ r rt \ \J \ G 1 \ I BEARING /Q I R L N23'01'23 °E I - 353.23' p NOTE TO CONTRACTOR: \ \ \\ \\ TURE LTRAN VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /2" VA A \ \ \ OF B M SAND/VAPOR BARRIER /2" SANDI W/ STRUCTURAL V A A 77.40 TO DRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TO 12" V A\ \ I 1 8. L 60 FG \ \ C 87 FL COCMREPA RON AND NOTIFY CITY IMMEDIATELY OF ANY vv \ DISgREPA NCY. \ I \ \ NO GRADING\ \ \ 1O CONSTRUCT MIN. 12" CUSS II BASE (DRIVE) - VERIFY WITH SOILS ENGINEER \ 1B CONSTRUCT MIN. 12" CLASS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER 2Q CONSTRUCT 6" CURB ONLY PER SDRSD G -1 ® CONSTRUCT 12" WIDE 4" THICK P.C.C. STRIP ADJACENT TO CURB \ ® CONSTRUCT 3' -0" V- GUTTER PER DETAIL 3, SHEET C -0.4 © CONSTRUCT 6' PCC /6" AB - VERIFY DEPTH AND RBNF. WITH SOILS ENGINEER TUTU E CONSTRUCT CURB RAMP PER SDRSD N0. G-27 THRU G -32 PAID DETAIL 2, SHEET C -0.4 TYPE PER PLAN - MODIFIED BY INSTAWNG A SO' TRUNCATED DOME PIE AT ALL RAMPS \- 11 \ 179.0 CONSTRUCT SIDEWALK PER LANDSCAPE PLAN .. -�\ PROTECT IN PLACE TOP Aft \ ® RELOCATE EXISTING UTILITY - BY SDG &E ® CONSTRUCT DRIVEWAY APPROACH PER SDRSD G -14A, W =12' 31 CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT 12" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 W ID F CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 35B CONSTRUCT THERMOPLASTIC "NO DUMPING - I LIVE DOWNSTREAM" - ON A POLE C\ O tTi 7 \ \ \V A T \ \ 9 FL pA A STORM DRAIN LINE /CURVE DATA O I BEARING /Q I R L N23'01'23 °E I - 353.23' 6.40 FG \ cti� \\ \\ V \ ,V A 'lip p NOTE TO CONTRACTOR: \ \ 12° D 1 :. A VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /2" VA A SAND/VAPOR BARRIER /2" SANDI W/ STRUCTURAL V A A 77.40 TO DRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TO 12" V A\ \ I 1 8. L 60 FG \ \ C 87 FL COCMREPA RON AND NOTIFY CITY IMMEDIATELY OF ANY vv \ DISgREPA NCY. \ I GENERAL CONSTRUCTION NOTES 10 CONSTRUCT MIN. 4" AC /8" CLASS II BASE (DRIVES) - VERIFY NTH SOILS ENGINEER 1O CONSTRUCT MIN. 12" CUSS II BASE (DRIVE) - VERIFY WITH SOILS ENGINEER 3,p 1B CONSTRUCT MIN. 12" CLASS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER 2Q CONSTRUCT 6" CURB ONLY PER SDRSD G -1 ® CONSTRUCT 12" WIDE 4" THICK P.C.C. STRIP ADJACENT TO CURB \ ® CONSTRUCT 3' -0" V- GUTTER PER DETAIL 3, SHEET C -0.4 © CONSTRUCT 6' PCC /6" AB - VERIFY DEPTH AND RBNF. WITH SOILS ENGINEER 10 CONSTRUCT CURB RAMP PER SDRSD N0. G-27 THRU G -32 PAID DETAIL 2, SHEET C -0.4 TYPE PER PLAN - MODIFIED BY INSTAWNG A SO' TRUNCATED DOME PIE AT ALL RAMPS \- 11 CONSTRUCT SPECIAL PAVEMENT AND BANDING PER LANDSCAPE PLAN 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN 15 PROTECT IN PLACE ® CONSTRUCT CURB AND COTTER W/BLOCK OUT PER DETAIL 6, SHEET C -0.4 ® RELOCATE EXISTING UTILITY - BY SDG &E ® CONSTRUCT DRIVEWAY APPROACH PER SDRSD G -14A, W =12' 31 CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT 12" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 W ® CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 35B CONSTRUCT THERMOPLASTIC "NO DUMPING - I LIVE DOWNSTREAM" - ON A POLE TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 4, SHEET C -0.5 ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 \ ® CONSTRUCT CURB INLET PER SDRSD D -2, L PER PLAN \\ 37A CONSTRUCT THERMOPLASTIC "NO DUMPING - I LIVE DOWNSTREAM" - STENCIL TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 2, SHEET C -0.5 ® CONSTRUCT IT HANCOR SURE-LCK HOPE STOIC! DRAIN PIPE, OR EWAL, BEDDING PER SDRSD D-60 ® CONSTRUCT BIORETENTION PLANTER STRIPS PER DETAIL 4, SHEET C -0.7 6.40 FG \ cti� \\ V \ ,V A 'lip i A A \ V A 12° D 1 :. A •� dOop• VA A V A A 77.40 TO 12" V A\ \ I 1 8. L 60 FG \ \ C 87 FL • 4 /G'��d vv \ 1 FS 10 \ Jj) \ V A A 30 A vv v v VA A A VA \ V A V A BID ALTERNATE 81 - PARKING LOT PAVING: BASE BID IS FOR PLACEMENT OF 1Y CLASS II BASE IN PARKING LOTS WITH CONSTRUCTION WHISKERS AND CHALK /SPRAYPAINT MARKINGS. BID ALTERNATE /1 WILL BE FOR ASPHALT PAVING FOR PARKING LOTS Ti', 'C', V AND 'C. THIS BID ALT INCLUDES ALL THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION ARROWS, LIMIT LINE AND 'STOP' PAVEMENT MARKINGS AND ADA MARKINGS) FOR THESE AREAS ®X BID ALTERNATE #1 - SEE SHEET C -0.2 NOTE: ALL CURB RAMPS ARE REQUIRED TO HAVE A 4'x4' LEVEL (MAX. SLOPE NOT TO EXCEED 2%) AT TOP AND BOTTOM OF RAMPS. :x / / x 4.9 v v v v SCALE: 1"=20' x \ \ 0 20 40 PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CIVIL ENONEERNG LAND CONSULTANTS SURVEYING 542 -72 0 04/09/12 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 -13 \J�X,,,AC.Ii.. `1 W\C•.- R.C.E. NO.: C -23971 4/09/12 04/09/12 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.5 SHEET190F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA LR, r -- �,I x 2175.4 x 1 8 VA� oo e 0.4 70 ; Qw f • 'A I �.w 17229 FG • 172 I7q.8 xi • I C) LU WI LL W 171 — w 1n /zI j "� x1 8.8 J• H I x 169.9 x 16 x . 169.8 168. x 174.7 x 173.2 17 x 69. 175.5 N x x 174.3 x 173.6 x �4.9 x 172.5 x 171.5 x 171.2 x X171.1 x � AL 8 O1 x 19 (4 MATCH LINE - SEE SHEET C -1.8 0 GENERAL CONSTRUCTION NOTES 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 ® REMOVE EXISTING FENCE /WALL — INCLUDING FOOTING — VERIFY TIMING WITH CITY ® CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 / / SCALE: 1' =20• MEN" 0 20 40 UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS pxurc = =�ar PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT 8 I AUTHORITY � 9 3 1 -13 CML FICE ENO GALL ENGINE LAND CONSULTANTS SURVEYING CD t ,e 04/09/12 TWO WORKING DAYS SIGN 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR noOEO Tw nEVnnoras Al coHces9oN/RESmoaN BLOC os /oa /IZ LocnnoN: ADDLE CF O4 IN w F I c>= DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 =G FE & 6 OR IN SV RR 6 IM SrWTA HORIZONTAL /�/ (�� �,+ qA� I N � &M�NJOJ AVE \J�X,,k(A. `11kcC R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.6 SHEET20OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA - - - - - GENERAL CONSTRUCTION NOTES Q1 CONSTRUCT MIN. a AC /8" CLASS II BASE (DRIVES) - VERIFY RTH SOILS ENGINEER RSTATE 5 205 19 CONSTRUCT MIN. 12" CLASS II BASE (DRIVE) - VERIFY WITH SOILS ENGINEER I I 1B CONSTRUCT MIN. 127 CLASS II BASE (PARKING) - VERIFY PATH SOILS ENGINEER FUTURE CALTRANS of I I 20 Q2 CONSTRUCT By CURB ONLY PER SDRSD G-1 VENT • ® CONSTRUCT 12" WIDE 4" THICK P.C.C. STRIP ADJACENT TO CURB EXIST. R.O.W. Q3 ml I 195 Q3 CONSTRUCT 6" CURB & GUTTER PER SDRSD G -2, TYPE G EDGE OF II FUTURE CALTRANS E CALTRANS TOP OF BE °I I ® '- " - - PAVEMENT CONSTRUCT 3 0 V WTTER PER DETAIL 3, SHEET C 0.4 ° - FUN I I 19 0 • CONSTRUCT CUFM RAMP PER SDRSD NO. G-27 THU G-32 AND DETAIL 2, SHEET C -0.4 all III - TYPE PER PLAN - MOU ED BY INSTALLING A 3x4• TRUNCATED DOME TIE AT All RAMPS nll FUTURE CALTRANS 1 _ Q - - - -- _ - -- - - - - - -- CONSTRUCT SIDEWAU( PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L 2.1 -- - - - - -- - -� I----- - - - - -� FWY. TA. ------ - - - - -- - -- - - -- -- - FWT. STA - - -- 1 CONSTRUCT MOWSTRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -21 • I� -- - - - - -- 2165 +00 fWY. STA. I I CHANNE 15 FWY. STA. - -- FWY STA. FUTURE BERM FU TURE BERM 180 2163 +OD 1© PROTECT IN PLACE -- _ - - -- 2166 +00 --- - - - - -- 213.94 FG i CONSTRUCT CURB AND GUTTER W/BLOCK OUT PER DETAIL 6, SHEET C -0.4 • - - - - -- FUTUREB _ -- ------- - - - - -- - - - -- - -- - -- -- - - - - -- F -- -- - -- - ---------- - - - - -- - - - -- - - - - - - - - -. - - -- 2167+00 - '� I PR ANNE 1 - - -- - -- ------- - - - - -- ---FUTURE BERM - - - - -- - - - -- EADWALL -- 1- � -SEE SHEET C -2. 31 CONSTRUCT 6' PVC STIR 35 STORM DRAIN BEDDING PER SDRSD D 60 i - -- - - -- -- - -- EXIST. RECL WATER LINE �'y 5 -- - -- - - - -- -- -- - - -- -- - ® CONSTRUCT 8' PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 Uzi .=j ry rye I ry0e e 0= 1.6cfs DIVERSION - - _ - - - - -- T 3^x127T(1 CT. P TO BE RELOCATED C.O. - G.B. I^ ,. "° TREATMENT FLOW CONSTRUCT 12 PVC SDR 35 STORM DRAIN, BEDDING PER SDRSD D 60 -- IN CURB - PER DRAWING _ - -- - -- - -- SEJPA RW-1 TO RW-5 -- WHERE SHOO WNH SYMBOL (TYPJ 1 is 172.0i BOIL I - - - -- __ - -- - - -- - -_ - . = - - -RW - -__ - -, f - - -_ -- _ -- - ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL fi, SHEET C OS • -- 12" RW- - -_ TOP 10" SD r -- - _ -gam' 35B CONSTRUCT THERMOPLASTIC 'NO DUMPING - I LIVE DOWNSTREPM' - ON A POLE I D) - - - - - -- 15 T APPROVED - DETAIL C -0.5 �� 178.0 FL 177.0 FL RW ---- - - - - - -- I it 2.1 X 0 BE A OVER BY CITY PRIOR TO CONSTRUCTION SEE DE 72" RW- - - - - -- AI H T TOp - - -- - - -12" _ -- _ __ X -_ - ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 180.0 FG NO GRADI G 1 - _12'�W___ 1Y R - - - -- - I- - - - - -- - -12 F ' .5 FG � AYLIGH 174 ,�e a l RARING c.B. ® CONSTRUCT RIP -RAP PER DETAIL 5, SHEET C -0.4 -r -1 176.0 FL Y" i nz. v 175. Tc J 176.0 FL OAYL� • ` Q GN d 41 CONNECT SUBDRAIN TO STORM DRAIN TOP OP " 17 .2 INV 178 1$ �/ 179.0 FG 180.0 F 49 CONSTRUCT HEADWALL WITH MANIFOLD PER DETAIL 2, SHEET C -06 - :°e-� /� 7 � 1$ ® CONSTRUCT 10' PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 �-- 179 it 177 -�- v CONSTRUCT BIORETENTION SYSTEM PER DETAIL 2, SHEET C -0.7 77 -�� 1.4$ 176 /- W - - - -- - - -- - -- -- -- - 17g 17 -� i$ ® CONSTRUCT BIORETENTION PLANTER STRIPS PER DETAIL 4, SHEET C -0.7 - - - - - - - - - - - - - - _ - - 1 g - - - s �. - - _ _ - - - - ® INSTALL STORMCEPTOR MODEL NO. STC 4800 PER MANUFACTURER'S SPECS SEE DETAIL S HEET C -0. 6 ( OR APPROVED EQUAL) U W 12 Ma Ma Ma ... - _ - 178 -NL Mtl ___ __ __ Ma w .. __ _ _ ___ __ t 1T 175.15 TO 175.30 rvQa _ n - E� _ Z _ - - M: - -- 174.90 fG 174.90 fG 1 -- - PROP. WATER LINE W X69.5 -JP1V 72 -- - 174.75 FG 176.82 TC SEE SHE C -0.3.1 - -- Ma ' '• _'1 sw -- PER DRAWING 00 TG C • ' STORMCEPTOR 1 ew 4.2, 174.85 FG ��F'S' - 176 36 TC 12 2$ MAX. m Rw _ _ - _ _ - - - - - 1 p _ • - SEJPA RW-1 TO RW -5 168.7 .INV- - RW - 176 8 FGA 0.5 }742 FG 6.17 TO - - - - - -- - -- �3SEE SHEE G 0.3.1 1675? TOP QF�HAMBER - - - - -- \.....oW� - -- PROP WATERLINE G L.P. �Q� \ - - -7- - = =1 -_ r - - ..0.57 �w - 173.75 TG -- _- 3-yp0E +7Gr35- - _ - -- SDWD W10N150 I176184 TC 176.32 TC NI 17454 FS Y7�44�TC75.5 - SHEET �• U ® BID ALTERNATE SEE SHEET C -0.2 176134 IS / 6 1 5.8 fS 176 27 TIC - - 174.94 FS - 1' 6.75 C _ _ , 25 S® w 2 ® . 7 TC 17 77 FS s 1 5.8 C 7 a 1 m I\ 175114 TO /�•," / U Uj 75.97 S 75.31 175.79 TC 174.85 FS m n 174.64 i Lu TYP 17 92 F / iB 2 Z_ ^172.38) 1 167.7 V641 // 169NV �_/ ..•.2 a: N..M s. •i-I . . I ,;:.. I 75.46 FS 7544 FS 2 1B ® 1 �[.IY6_. - -- 7yp 17- / U P 75.3 169 6 � 2 74 8 • - 165 P a `•r ' 1 ETENT O_N N / F- �••�••1 �. 1. 2 t \ %/� 11 4 _ 5 FG 8- /\ MATCH LINE -SEE SHEET C -1.6 ` � CONTRACTOR TO CONTOUR GRADE PROP. WATER LINE •• \w - -.- - 178 F - - - 'jI`F'� 169.5 FG ST1'P�' -- / FOR A NATURAL APPEARANCE SHEET C -3.1 • s 176.13•FSF`p 169.5 167.63 INV 4T P€S�PIPE / - 12� (� 17628 FS : ; 167.5 BOT. GRAL 175.80 FS _\ / 41 -7.7 INV s 1 , - -- `yJ •�. 'Y MATCH LINE - SEE SHEET C -1.8 HEADWA 49 - 1ns FL BI RETENTION ••� • i '�� %�`..,. / • / - -- _ ----- - - - - -- - -- ' /( 1- NOTE: � / �+ `:� 7 - --------- - - - - -- - - -- I - - -- I // 'i ALL CURB RAMPS ARE REWIRED TO HAVE A 44' LEVEL (MAX / � I I +,; • // / /� -- - - - - -- _ - - - - -- � -- // SLOPE NOT TO EXCEED 2$) AT TOP AND BOTTOM OF RAMPS. AN `` SCALE 1' =20• 0 20 40 UNDERGROUND SERVIOE ALERT SAN ELIJO JOINT POWERS pxutc =a�ar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT- AUTHORITY D A CIVIL ERNO GALL" ENGINE 8 I �19 LAND .�y+� V1�31 -13 - CONSULTANTS YN SURVEO 04/09/12 TWO WORKIN5 DAYS SIGN 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 •°r cuut�°" LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RAW LOCATION: 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: MIDDLE OF ENCINITAS INSNCCN F I OF DATE: 04/09/12 HORIZONTAL � udZ�7 � ENCINITAS COMMUNITY PARK 10630 -G MDUE CF OR IN SV RR 6 IM SrWFA FE & WOONNON ANE l%. `1 Y'VC•.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.7 SHEET21 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA -"• HP 176.2 TC 175.7 TC :i -. • 177.44 TC 175.'2 L 175.2 FL / 1 176.94 fS 2 12" U 1.5 - - _ -r<L _- ,.'_ -- 174.2 10° 1 ..r - - - GB 176.80 TC TYP ®1 17 .67 T 1 - - -- - -- - - 18.39 T '• _ 0.32 ;�' 178 • 176.30 FS 176.2 TC 1 F i 74.4 17 T 17 .89 1 ',.. • 175.75 FS 176.01 TC 1 5.96 74.20 F .21 12 2 176.32 TO - -- - 175.51 FS 2 175.46 FS - 167.2 INV 17 .71 174.7 TC 6 31 174.2 L �' - P/A I 75.82 5 TY .174.70 1 5.21T 17 .48 T iB 1 S, i 168.0 IN 12" 1 4.71 175.01 FS L - ��0,1° } 176.0 .. -:.:. -' � � 1 P S.D. 1 W I. � _ I176184 TC 176.32 TC NI 17454 FS Y7�44�TC75.5 - SHEET �• U ® BID ALTERNATE SEE SHEET C -0.2 176134 IS / 6 1 5.8 fS 176 27 TIC - - 174.94 FS - 1' 6.75 C _ _ , 25 S® w 2 ® . 7 TC 17 77 FS s 1 5.8 C 7 a 1 m I\ 175114 TO /�•," / U Uj 75.97 S 75.31 175.79 TC 174.85 FS m n 174.64 i Lu TYP 17 92 F / iB 2 Z_ ^172.38) 1 167.7 V641 // 169NV �_/ ..•.2 a: N..M s. •i-I . . I ,;:.. I 75.46 FS 7544 FS 2 1B ® 1 �[.IY6_. - -- 7yp 17- / U P 75.3 169 6 � 2 74 8 • - 165 P a `•r ' 1 ETENT O_N N / F- �••�••1 �. 1. 2 t \ %/� 11 4 _ 5 FG 8- /\ MATCH LINE -SEE SHEET C -1.6 ` � CONTRACTOR TO CONTOUR GRADE PROP. WATER LINE •• \w - -.- - 178 F - - - 'jI`F'� 169.5 FG ST1'P�' -- / FOR A NATURAL APPEARANCE SHEET C -3.1 • s 176.13•FSF`p 169.5 167.63 INV 4T P€S�PIPE / - 12� (� 17628 FS : ; 167.5 BOT. GRAL 175.80 FS _\ / 41 -7.7 INV s 1 , - -- `yJ •�. 'Y MATCH LINE - SEE SHEET C -1.8 HEADWA 49 - 1ns FL BI RETENTION ••� • i '�� %�`..,. / • / - -- _ ----- - - - - -- - -- ' /( 1- NOTE: � / �+ `:� 7 - --------- - - - - -- - - -- I - - -- I // 'i ALL CURB RAMPS ARE REWIRED TO HAVE A 44' LEVEL (MAX / � I I +,; • // / /� -- - - - - -- _ - - - - -- � -- // SLOPE NOT TO EXCEED 2$) AT TOP AND BOTTOM OF RAMPS. AN `` SCALE 1' =20• 0 20 40 UNDERGROUND SERVIOE ALERT SAN ELIJO JOINT POWERS pxutc =a�ar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT- AUTHORITY D A CIVIL ERNO GALL" ENGINE 8 I �19 LAND .�y+� V1�31 -13 - CONSULTANTS YN SURVEO 04/09/12 TWO WORKIN5 DAYS SIGN 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 •°r cuut�°" LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RAW LOCATION: 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: MIDDLE OF ENCINITAS INSNCCN F I OF DATE: 04/09/12 HORIZONTAL � udZ�7 � ENCINITAS COMMUNITY PARK 10630 -G MDUE CF OR IN SV RR 6 IM SrWFA FE & WOONNON ANE l%. `1 Y'VC•.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.7 SHEET21 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA • 4 i� , A\ \� A\ \\ \\ I 168.7 .t 17 STORM DRAIN LINE /CURVE DATA O BEARING /A R L ® N7490'57"W - 13.00' II N125397*W - 123.74' Q 170.3 FS 189.6 TG 1 6 $. 9 I 163.9 MATCH LINE -SEE SHEET C-1.6 F••�••�••�•• ••�•• ••�•• ••1 •• I •• / \ \ 3 no 7 Fs v I ♦a G \ ♦\ • 169.6 TG (��LL I164.61NV �/ \\ \`\ 1 68.9 FG I 165.0 INV \\ \\ \\ \ ` ♦ ` \\ \ • \ .' 1 74 7 v� C \�\ .. TYP. __ LIMITS OF 1y i 1 ' ..1 - -- y BIORETEN�IO� • 80 '� + T6 6 "31 AREA TYp) 1 ' 4 \ \ \ \ \ 'a�bPJ, GENERAL CONSTRUCTION NOTES I % \ \ \\ \\ \ S, \.mac \ CO,y f - 11 CONSTRUCT SPECIAL PAVEMENT AND BANDING PER LANDSCAPE RAN DETAILS 5 k 4 SIEET L -21 / W i 1 X0.0 FS 168,2 ' "Fa 19. 168 / \ \ \\ \ \ \\ BOf \ ♦ •�� \ 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 k 4, SHEET L -2.1 IyT • 169.02 TOP GONG. 6• i6 / \ \ \ \ \ '>r \ • \ \ \ \ \ \ Ci'p ,o\ \ �� - \ 13 CONSTRUCT MOWS7RIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -2.1 cys i 16 61z618.2 41 16802X CONC. 31 / / 'ERPSHEET C -31E \ \ \ \\ \ \ \\ \ \\ \` \9 �PFR\ \` CTS \ \ 14 CONSTRUCT DG PATH WITH HEAVERS PER LANDSCAPE PLAN DETAIL 2, SHEET L -2.3 [u- • CON . 0.5% ` / \ \\ ♦ \ \ ♦p \ \`S _ 1© PROTECT IN PLACE - CONTRACTOR TO CON ADE \ \ \ p4 \\ \\ •'S��\ ® RELOCATE EXISTING UTILITY - BY SDG&E !� I 3�- - - FOR A NATURAL APPEARANCE \C \ \ - REMOVE EXISTING STRUCTURE IL . lsss Tc H \ \ Z • PROP. WATER UNE 35C 1624 INV FIG \ \ \` \ / \ ��\ ° }� CplyC / \ \ \ \ \ •� YYY x Q CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 I PER SHEET C -3.1 �I$ PROP. TOT LOT _ \ \ \'so \ BI ETEIJ ION REA \ •'� . -. S 169.50 F -SEE \ \ 7 > CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 CD • 16976 FS P L -215 £ x ♦y9 1 76' 6 \ \ \> \ \\ \\ 5 \G `\ / \` \ \\ \� ® CONSTRUCT 12" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 V Q 1 0 F / 1 7O. 6 31 ° ®1 \ \ \ \ \ ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 169.67 TDP \ \ \ \ 7, 7 3.`�5 x Typ, \ \ • \ \ 35B CONSTRUCT APPROVED BY CITY ONO DUMPING - LIVE DOWNSTREAM° , ON A POE L Mry ep 12° 49 05 1 5 Y \ 166.9 INV 8 \ ♦� \• \x \\ \\ \ TO BE APPROVID BY Ott PRIOR TO CONSTRUCPON -SEE DETAIL 4, SHEET C -0.5 CONSTRUCT PLAY AREA SUBDRAIN PER DETAIL 7, SHEET C -0.7 168.6 FS / / ♦p \ \\ \\ `\ \\ \ CA CONSTRUCT THERMOPLASTIC *NO DUMPING - I UVE DOWNSTREAM° - STENCIL TO / J.S. \ G. \ BE APPROVED BY CITY PRIOR TO CONSTRUCTION SEE DETAIL 2, SHEET C -0.5 Ma Ma A •�,1. 168.2 TG / 163.29 INV 8,- 2 EA. `\ \ 's \9s \\ \` \ `\ ` CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C-0.4 EXIST. SEWER LINE v TS / 1.6 INV 1 76,55 / / SEE SHEET C 2.1 \ \,rc \ \ \ \ 1 74. 6 • R SHEET C -3.1 '{ i.? • (� / / \ \ \ \ y\ \ \ \ x\ / ® CONSTRUCT RIP -RAP PER DETAIL 5, SHEET C -0.4 NO NO 16 1QOP. SEWER LINE / � HP \�� \ \\ \ �A°.q�� •�1` 3N\ \\ \ - / 41 CONNECT TJUNC SUBDRAIN I TO STORM DRAIN 16 PER g{EET C-3.1 / x / /' \ 5 FG C \ \ \ \ 9L�F�\ ` \\ `\ ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN N0.332 -2 168. TG \ EXIST. SEWER UNEI / / / TYP. \ ` \ \�J 'O�.oF\ • 1 ® CONSTRUCT 24" HANCOR SURE -LOK HOPE STORM DRAIN PIPE, OR EQUAL, 161. INV 1 168.4 FS TO BE REMOVID / 1 V 8 \ \ ♦ i• _ BEDDING PER SDRSD D -60 /i - -- _162.0 FL ` C 12" PER SHEET C -3 /M1 \ \ ♦ / 1 ® CONSTRUCT HEADWALL WITH TRASHRACK PER DETAIL 8, SHEET C -0.5 \ \ P • 172.5 / © CONSTRUCT BIORETEN90N SYSTEM PER DETAIL 2, SHEET C -0.7 FGA ` (\ FOR .pTAIMb= - - ,n I / / �/ -\'S,o r �� © CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET C -0.7 _ _ Vg�ftC6MAly. - -- -_ ,(��_ \ GAS -� 16 .25 FG Ip/ \ \ T � -- 0 FG � _ -` 61.0 V 2HDM ! / r g PROP. 54 RCP S.D. 1� 1720 FG 1 1 V HP • _( 171.9 L -SEE EET C -2.1 \ y x �\ � -� 166 s,7.' x 171 .8 \ 74fb• 160.6 INV 54m X 171.8 FG / \ •• •• M35 SEE SHEET C -2.1 M35 M35 � \ / 69.6 172.S T 167.1 INV a `\ R � EXIST. 54° S.D ,2° PLUG S.D. wv t; ry Z= I M. 15 CO dTRACT TO I 01 PROP. SEWER LINE ALL t e CT. _ y \ SHEET C -2.1\ p / C TWRIADE PER SHEET C -3.1 1 J. 16d- 6 "31 m I H.P. 171.8 / FOR NATURAL • W 1 INV ,68.25 FL x / A ARANCE 173.5 • z v 2 EASHE T C -2.1 R% 1 I II 12 168.5 F / / x XI = w \ THETEXACT A MENT OF THE T 0 L SWALES j .8 FG 'a i 2° 169. / / : w \ MAY BE REVI D IN THE FIELD 0 OVIDE x s4 '164.5 TG \ / / I Q MORE 'HA AC APPEAR 0 NATE GRADING�(7F 162.5 INV 31 14 l3, / / i W THE VEGE lED SWA P OR TO B / / CONSTRUC INV 6" 1 11 171. ati 69.3 165 F5 6� P 1 1 L as as u�••��FJ•�••�••�••�••�••�••�•• •� •m ' MATCH LINE -SEE SHEET C -1.9 166.7 F( ♦ TAX MM\ MM M35 N35 MM 35 M35 M3 �' M35 6p1 A 1692 / / / + Q i 51t ixw t' � 1 x, / / I 187. TG� 174.5 8.5 4.9J ixv W I s . 16 x ✓ \ / i 3.4 168.2F 69. // ' x 172.8 17` / V / x / x F 174.5 OKA x SCALE: 1 " =20' "PVC WAT _� /__ - - -8" A kTER- , /'/ 173.5 02� d vii 1 FT ..9 3 / UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS pxurc =�rar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ERNO G8 I AUTHORITY • 4 9 3 1 -13 CIVIL ALL ENGINE LAND CONSULTANTS SURVEYING CD t 04/09/12 TWO WORKING DAYS SIGN etva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 3°r cuu'•°°" LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR noOEO Tw nEVnnorvs AT coxces9oN/6ESmoaM BLOC os /oe /tz LocnnoN: AT ELE CIF O asNC w TOP cx DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 -Ca RE & AG qt IN SV OR 6 IM SrWTA HORIZONTAL /�/ + N � EE. COUNTY OFE. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.8 SHEET220F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA ••� E I I 1c um i I C I , � � / / x x \ < I � 1 a.a�TC 169. / / 175.5 � 162.5 V 6' � 1 3.0 1 \ - - - - - X £ � / / I _X - - -___ �, 4 / / • � _ -- / / • �� �� \ 171. g. � � MATCH LINE -SEE SHEET C -1.8 MATCH LINE -SEE SHEET C -1.12 p, 1 s I 16� \� 35 M3\ M35 M35 35 x M3 �/ \ Y / i i rl \ � � 3 ME M35i � 77M35 FF M35 M M35 - 1 �„5 31 " M3s / / / . � �� . 167. TG 6 9. 2 / / � �R6P45EVI(:R UNE \ / 163.6 / � PER SHEET C -3.2 \ 31 " , � \ - � / \ � 168.5 F8 S / / / �� � 1 \ , / i � 175.0 ' - 11ss 9% 16s � 1 � 12' A / / / 3.,4- � A 4.. I y�, // T2� � � 166.2 FL 6 9 . v / / /' � \ //, � x 172.8 �� \ i ,6 Fc� /D /��Ir�p 7� �/ :, �, / x /' 175.7 176.E 1 62 FG 1 II 599 � � \ , / / /// x 17 1 I I YYY'LV// '� IS . ATER LINE // 1 74' S 31 1� 16 0 .8 68 � T REMOVED / x \ q 8 / SH ET C -3.2 // \ I 17 TG / I _ 1 4.41NV / �-1 (PI .5 GI E L -_ "PVC WAi - � - - - -- -g• TER -1 // 173.5 POP. SEMER / x ER SHEET _3 2 I r i �"�". ° "� =. 168.6 i � � �� �- x 110. _ 1 8 n1s Fc - 4.00 H.P. II Q 1 . -. 170.1 G \ I °' \ / � r`��l GALL: 1��J 8 i i TWO W0RKIN6 DAYS E3EF0RE YOU D16 CHANGE NO. DESCRIPTION 3 \ \� x d x 1`74.8 E %IST.iYATE E 175.6 / - TO BE VED PER SH C 3.2 X I / 1�5X / 17 5 4\ - -� - - -8 PVC IW�,TER - -- T/ - - -8° PVC 3. 1 8 7 170.54 i .. n 4 / ., .. N� 174.9 F � ' X ._.. I ..175.05 FS - 174.4 H /,'.: 1 8 5 6 173.55 TF 174.9 F f HP 174.8 TG I 174.9 4 175.0 FS a 175.0 FS � �1 4.3 _,_ / �� 183.4 � 4.3 x x MATCH LINE -SEE SHEET C -1.10 � 183.7 APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 05/08/12 LOCATION: AT ENONTAS Q9S � CN 1� CF HORIZONTAL - MDGE CF OR IN SV RR 6 IM SNJTA FE & Me00NHOH ASE. RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 _� -�� P/A 11 J /, STORK DRAIN LINE /CURVE DATA O BEARING /Q R I , N72'53'lYW - 12374' O N53'30'39'W / �� 177. ® N3675'10'E - N.76'/43.45' OLL N89'03'21'W 175.6 502.78' ® N2351'31'W - / SAND /VAPOR BARRIER /2' SAND] W/ STRUCTURAL /// x DRANINGS AND SOILS ENgNEElYS / x I 7 c'� J � I 1 / / CGJSTRUCTION AND NOTIFY CITY INMEDIATELY OF ANY / 1 76.7 / � 174.7 TG 171.8 INV DISCREPANCY. / \ x / � i I a,'� 173.6 • / / �� � x � / • 31 / / I • 1 75. / � HP 775.3 FG / I i X / � 175 - _ - / I ® � % CONSTRUCT 12' PVC SDR -35 STORM DRAIN, BEOgNG PER SDRSD D -60 / I I® ® i � / ����LLLL s� 1 77.6 CONSTRUCT THERMOPUS9C 'NO DUM %NG - I UVE DOWNSTREAM' - ON A POE / I / 174.4 1 55 FG / c 174.8 TG 172'51" � / • • x / /� / � __ _ n5.7 � ^� 3 / • w ® / /,� -176.6 f 41 4174.9 173 FL SD / 173W6 ® 1 x 42A CONSTRUCT JUNCDON STRUCNRE PER APWA STD. PLAN N0. 331 -3 T I � x I 177.8 .6 � x / /,/ FG / '.' ® - � �- '; BmgNG PER SDRSD D -60 /175. � a CONSTRUCT 24' HANCG2 9JFE -LG( HOPE STORM DRAIN PIPE, OR EWAL 31 \ BEDUNG PER SDRSD D -60 / // CONSTRUCT HEADWALL NTH TRASHRACK PER DETAIL 8, SHEET C -0.5 Z \ � J •_U � \ / ,/ _. �_ ':' Q l� � � '. 173 - . -'" -_ � 3 \ \� x d x 1`74.8 E %IST.iYATE E 175.6 / - TO BE VED PER SH C 3.2 X I / 1�5X / 17 5 4\ - -� - - -8 PVC IW�,TER - -- T/ - - -8° PVC 3. 1 8 7 170.54 i .. n 4 / ., .. N� 174.9 F � ' X ._.. I ..175.05 FS - 174.4 H /,'.: 1 8 5 6 173.55 TF 174.9 F f HP 174.8 TG I 174.9 4 175.0 FS a 175.0 FS � �1 4.3 _,_ / �� 183.4 � 4.3 x x MATCH LINE -SEE SHEET C -1.10 � 183.7 APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 05/08/12 LOCATION: AT ENONTAS Q9S � CN 1� CF HORIZONTAL - MDGE CF OR IN SV RR 6 IM SNJTA FE & Me00NHOH ASE. RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 _� -�� P/A 11 J /, STORK DRAIN LINE /CURVE DATA O BEARING /Q R L II N72'53'lYW - 12374' O N53'30'39'W - 29.27/29.16' ® N3675'10'E - N.76'/43.45' OLL N89'03'21'W - 502.78' ® N2351'31'W - 97.49' NOTE TO CONTRACTOR: �' -� THE E %ACT ALIGNMENT OF THE TOP OF ALL VEGETATED SWALLS r`_ III MAY BE REVISED IN THE FlELD BY THE GTY TO PRONDE FOR A MORE 'NATURAL' APPEARANCE. PLEASE COORDINATE GRADING OF THE VEGETATED SWALES WITH THE GTY PRIOR TO `:M CONSTRUCTION. :` � U 7: H �w W �� IIW,I kt II� )� w �z J J U ad I / / � I SCALE: 1' =20' 3 D���D PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT OIVIL ENONEERNO LAND /� //�� ` • SURVEVNO f�-7 04/09/12 111 CORPg2ATE DR., /210 PHONE: 949 - 542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECDRECO E`6� APPR DATE: 04 09 12 ��� _- ENCINITAS COMMUNITY PARK ��� �� 10630 -G R.C.E. NO.: C -23971 4/09/12 04/09/12 RICHARD A. MOORE, P.E. EXP.: 12 31 13 DATE DATE GRADING PLAN C -1 .9 SHEET230F 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA D D •• m m a U ao � M ¢" n � � c .vim omp N iGX j 4 N o roo CU H � ^ 1 Q N �o�'o zo�mE ��m� w ¢ U � 2 � ��aw 1 \ \ �� NOTE TO CONTRACTOR: \\ �/ VERIFY STRUCT. SLAB SECTION [ASSUMED 5' PCC /2' � SAND /VAPOR BARRIER /2' SAND] W/ STRUCTURAL \ DRANINGS AND SOILS ENgNEElYS REPORT PRIOR TO 7 c'� J � CGJSTRUCTION AND NOTIFY CITY INMEDIATELY OF ANY DISCREPANCY. \ • i GENERAL CONSTRUCTION NOTES I11 CNSIAUCi SYGAL PAWMENi IND BINDNC PER LVUSCPPE PLPN OETNLS 5 & 6, SNET L -21 • 1© CONSTRUCT SIDEWALK PER LANDSCAPE PUUi DETAILS 2 N 4, SHEET L -2.1 • 1© CONSTRUCT MOWSIRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -2.1 14 CONSTRUCT DG PATH NTH HEADERS PER UNDSCAPE PLAN DEfuL 2, SHEET L -2.3 i ® RELOCATE EXISTING UTILItt - BY SDGS:E I31 CONSTRUCT 6' PVC SDR -35 STORM DRAIN, BEDDING PER SORSD D -60 ® CONSTRUCT 8° PVC SDR -35 STORM DRAIN, BEDDING PER SORSD D -60 CONSTRUCT 12' PVC SDR -35 STORM DRAIN, BEOgNG PER SDRSD D -60 I® ® CONSTRUCT CATGi BASIN AND C42ATE PER DETAIL 6, SHEET C -0.5 ����LLLL s� 35B CONSTRUCT THERMOPUS9C 'NO DUM %NG - I UVE DOWNSTREAM' - ON A POE TO BE APPROVED BY Cltt PRIOR TO CONSTRUC80N -SEE DETAIL 4, SHEET C -0.5 ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 • • 37A CONSTRUCT 7HERMOPLASRC 'NO DUMPING - I UVE DOWNSTREAM' - STENGL TO IBE APPROVID BY Gtt PRIOR TO CONSTRUCRON -SEE DETAIL 2, SHEET C -0.5 • w ® CONSTRUCT RIP -RAP PER DETAIL 5, SHEET C -0.4 f 41 CONNECT SUBDRAIN TO STORM DRAIN i� Cj ® CONSTRUCT JUNCDON STRUCNRE PER APWA STD. PLAN N0. 332 -2 � W 42A CONSTRUCT JUNCDON STRUCNRE PER APWA STD. PLAN N0. 331 -3 ® CONSTRUCT 4° PERF. DRAIN AT BACKSTOP PER DETAIL 3, SHEET C -0.5 IW � ® CONSTRUCT 18' RANCOR SURE -LOK HDPE STORM DRNN %PE, OR EWAL, • W BmgNG PER SDRSD D -60 fl � ® CONSTRUCT 24' HANCG2 9JFE -LG( HOPE STORM DRAIN PIPE, OR EWAL BEDUNG PER SDRSD D -60 • � W ® CONSTRUCT HEADWALL NTH TRASHRACK PER DETAIL 8, SHEET C -0.5 Z 61 CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET C -0.7 J •_U ':' Q l� � � NOTE TO CONTRACTOR: �' -� THE E %ACT ALIGNMENT OF THE TOP OF ALL VEGETATED SWALLS r`_ III MAY BE REVISED IN THE FlELD BY THE GTY TO PRONDE FOR A MORE 'NATURAL' APPEARANCE. PLEASE COORDINATE GRADING OF THE VEGETATED SWALES WITH THE GTY PRIOR TO `:M CONSTRUCTION. :` � U 7: H �w W �� IIW,I kt II� )� w �z J J U ad I / / � I SCALE: 1' =20' 3 D���D PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT OIVIL ENONEERNO LAND /� //�� ` • SURVEVNO f�-7 04/09/12 111 CORPg2ATE DR., /210 PHONE: 949 - 542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECDRECO E`6� APPR DATE: 04 09 12 ��� _- ENCINITAS COMMUNITY PARK ��� �� 10630 -G R.C.E. NO.: C -23971 4/09/12 04/09/12 RICHARD A. MOORE, P.E. EXP.: 12 31 13 DATE DATE GRADING PLAN C -1 .9 SHEET230F 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /ETA D D •• m m a U ao � M ¢" n � � c .vim omp N iGX j 4 N o roo CU H � ^ 1 Q N �o�'o zo�mE ��m� w ¢ U � 2 � ��aw \1 II 81. I X I 187.3 X 1 3.5 - 71T2 6 X \ I I I � - - - 183.4 - - - v X MATCH LINE - SEE SHEET C -1.9 be 841.7 x I 3 me otiow-sm r• P ,,,;�,;�;���;�, ® �� ��`,;�, - ',�'. TIC • t YET! @'i�i�i�i�i�i�i�i�i OZi / m :�cf��.�J� �u[•7 H� = ' 11011 •i ._ ', I�w. >:�...z - �:�S�itm i� �i�'�� r� �4�T!.2�:�4• ,i� ®pi FFIMtvm.•..�.. STORM DRAIN LINE /CURVE DATA O BEARING /A R L ® N23513PW - 97.49' ® N69'26'09 "W - 450.55' ® N2638bB"W - 7273' p NOTE TO CONTRACTOR VERIFY STRUCL SLAB SECTION [ASSUMED 5° PCC /20 SAND/VAPOR BARRIER/2- SANDI W/ STRUCTURAL DRAMNGS AND SOILS ENGINEER'S REPORT PRIOR TO CONSTRUCTION AND NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY. 2° V 61 ios3 ry 13. I 1 .4 18( 176.8 G \ \ _ 1 013':'IN. •24 4 AA " j \\ 8 183.0 FS �3 .� V 180.1 TG - q 177.4 INV •� 1775 TG I w � .176��55,,IINy -� 2 STEP586 \ \ ` .6 I O'+. / ) 9 .. :� �' _; 532. :'t ac� F- 1✓T4 T6� 4. T \ 171.56 INV 6" 4 7 ib\ 181.3 TG s I• I ,iii • 177.5 INV \ \ \ 71.06 INV 18 18 .� FS• 1 M 0 F \ \ I X 182 184.4 TG 5�� \I I I ., •.�0 ,\q 4 _ _ - - - - -- - _ 1 V __ .. • 177.6 INV 1 .0-P � I I 17 . TG N 1 N _ - - - - - - - 182.9 FG I 4 X 6p0,/ I 74.0 INV HP - - -p 4 181.4 FL SD 44 \\ '/ 77.7 INV 00 179.3 FG 183. -182.9 FG �� • GENERAL CONSTRUCTION NOTES 179.1 FG SY a° D 1x X 60.9 F 84.4 x 1 8 4. 7 II 183.2 FG 185,7 GS F �, - �i$1B2,9 FG I , • 11 CXNSIRUCT SPECIAL PAMAEDIT AND BANDING PER LANDSCAPE PUN DECALS 5 It 6, MEET L -21 I I III I 178.3 TG 35A X I 1 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 At 4, SHEET L -21 171.36 INV 18 �- 1 3.6 - -� i 1© CONSTRUCT MOWSTRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -21 X X - I - I I 181.8 TF.::. rl 14 CONSTRUCT DG PATH WITH HEADERS PER LANDSCAPE PLAN DETAIL 2, SHEET L -23 ` 177.0 \ / I 1832 FS I 'AI �_ I, ® RELOCATE EXISTING UTILITY - BY SDG&E 177 TO L' I II / I I 4 184 4 TG "�.11 3Q CONSTRUCT 60 PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 17 NV I 175.0 FL I I 18 7 1 I/ I I I •I U I ® CONSTRUCT 80 PVC 51NR -35 STORM DRAIN, BEDDING PER SDRSD D -60 I,A I I I - • I I \ I I I W ® CONSTRUCT 12° PVC SDR 3s STORM DRAIN, BEDDING PER SDRSD D -60 X� X 1 83.7 / 184.6 184.9 i� / f X 18611 t® 1 CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C-0.5 X X 35A CONSTRUCT CATCH BASIN PER SDRSD D-8, TYPE G SINGLE G-1 I I I m I \ X - I W 35B CONSTRUCT IHEfd10PUSTIC MO DUMPING - I UVE DOWNSTREAM" - ON A POLE �I I II I I " II / \ I �' 1� -. 2 I I I' fp • TO BE APPROVED BY OTY PRIOR TO CONSTRUCTION - SEE DETAIL 4, SHEET C -0.5 183.60 FG 0. I ul ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 J ° ® CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321 -2 II i 2.6 FG II 18°. B 1.13 II _ 41 CONNECT SUBDRAIN To STORM DRAIN U ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN No. 332 -2 175.0 INV CONSTRUCT 4° PERT. DRAIN AT BACKSTOP PER DETAIL 3, SHEET C -0.5 1 . 3 \ I I 14 ® CONSTRUCT 16° RANCOR SURE -LOK HDPE STORM DRAIN PIPE, OR EOUPI„ 1 p 1 I \ .•. I \ \ BEDDING PER SDRSD D -60 o X179.5 FG \ 5 }. 1 CSiJ. / \ \ 183.3 F -- 182.9 ° I I - • ® CONSTRUCT 24" HVICOR SURE -LOK HOPE STORM DRAIN PIPE. OR EQUAL, ' I `HP \ H - - I BEDDING PER SDRSD D -60 ( XI I I p X 6" 187.8 \ . 183.2- -\ I.- 31 / \\ x 18 55_FG ® CONSTRUCT SUBDRAIN PER DETAIL 4, SHEET C -0.4 < 179 � •� © CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET C -0.7 179.3 TG \ - -I •'' II 6' 177.31NV \ 88.5 \�\ x _. 3 1 8 .4 I 182.9 TO 188.5 �\ -- - _ 180.5 INV 182.9 FG \\ \\ \f�':, \\ 88.8 X it _ -41 \ 184 FL SD • NOTE TO CONTRACTOR: \ \ 179.9 \ 3 " THE EXACT AUGNMENT OF THE TOP OF ALL VEGETATED SWALES F \ / MAY BE REVISED IN THE FIELD BY THE CITY TO PROVIDE FOR A \ \ \ 183.95 F MORE 'NATURAL' APPEARANCE. PLEASE COORDINATE GRADING OF 188.8 1 8.9 THE VEGETATED SWALES WITH THE CITY PRIOR TO 76s Nv 3. L I I I� 0 8N. 6 X sa / CONSTRUCTION. \� d: 1 1 s. o'. \ 88 \ X 3% UT RE II II II I 61 \\ \ 1 88.8 \\ X I W \S ACI X 188.9 �7. \\ \ • Kp Y \VA \V�\ \ ® A • U N 780 \[ \ \ \ 180 F \ \ A W i80:u� t7t A 188 .5 00�oo�••••�••�••�i•�••� U SCALE 1" =20' \ 188.9\ X \ MATCH LINE - SEE SHEET C- 1.11�� \ I 178.0 FL \ _ A i Q 0 20 40 188.7 UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS pxurc =a�ar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL: AUTHORITY +E "� A °oogf% CIVIL o e ENGINE VEYNO 8 I �T9 LAND A17}`31 -13 • CONSULTANTS SURVEYING 04/09/12 TWO WORKING DAYS SIGN °���� 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 •°r cuu'•°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. IEU DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR ADDED Tw nEVnnoNS AT coHces9oN/RLSmoaN BLOC os /o3. /IZ LocnnoN: ATDLE CF CS IN NC w T� Ki DATE: 04/09/12 - ENCINITAS COMMUNITY PARK 10630 =G FE & AC OR IN SV OR fS IM SrWTA HORIZONTAL /�/ + N. _ HE- COUNTY OFE. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.10 SHEET240F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D D v m N U U Z 3.o � M n � � c v� omp °Oa �', .4 � o CU Q N Zo�'o o�mE w < ��aw y \\ 1\ \ ( X \ 188.9 \ \ Cv - \ - 7 I - - -- 160.- G x77.5 T .\ - --- --- --- - - - -- - - - - - - - -� - - \ 188.7 > i 31 II �\ \ 88.9 x J 1795 V 13 61 II `\ \ `\ / I 18 f �\ t\ \ \ ZS 8.7 • X \ \+\ \ - 1.0 G \� \ `\ X' • GENERAL CONSTRUCTION NOTES 31 `\ 1 \ 18 8. 9 `\ / 11 CONSTRUCT SPECIAL PAWMENT AND BANDING PER LANDSCAPE PUN DETAILS 5 8 6, S1EF L -21 p 179.5 UJ X \ `\ p n 1Q CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 B 4, SHEET L -2.1 E q0 1I \ \1 8\g`�I 1 U 9 . \,, O 8 \ x 1 U 9. 4 U 0 - © CONSTRUCT DG PATH NTH HREADERS LANDSCAPE LA DETAIL 3, SHEET L-11 DETAIL Z SHEET L -2.3 ATCH . 179.0 FL \ \\ \\ \ \\ X` % '\_ \ \ • 15 PROTECT IN PLACE �p X89.8 9 50 TW 182.0 FG \ \ / \ 0 187 5 ® CONSTRUCT S -0• P.C.C. V -DITCH PER DETAIL 5, SHEET C -0.5 g'S 183.5 TG ` � _ \ \ `� / • ® REMOVE EXISTING STRUCTURE 82.4 TG \\ \ _ _ 188.7 X 18 7.7 X REmov: EXISTING Fmm/m - INCLUDING FOOTING - VERIFY TIMING WIN an 181.51NV 180.41NV \ �� -- \ \ •-�5. � �� . \\ 8 .4 \ X X • 31 CONSTRUCT 6• PVC SDR -35 STORM DRAIN, BfD01NG PER SDRSD D-60 1 184.7 TG R\ . \ � \ 1.7% � ` \ \ \ •. • `\ X 6. \ � \ \ / • ® CONSTRUCT 8• PVC SDR -35 STORM DRAIN, BD701NC PER SDRSD D-60 182.7 INV - 9 i \ n4� I, -j \ .• 5B \ \ 31 \ ` / ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 35B CONSTRUCT THERMOPLASPC •NO DUMPING - I UVE DOWNSTREAM' - ON A POLE l p ,\ I qT TO BE APPROVED BY Cltt PRIOR TO CONSTRUCTION - SEE DETAIL 4, SHEET C -0.5 183 p X \ \� \\ \ 1 U •.0 7 ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 \ v\ V` r1 =. ` p 183.7 G \� • • \ 1 7, -- 1842 -- • U Q CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321 -2 18 18 3 I 18 181.71NV 1 18 G.B. \ \7.`\ :..`\ 8 \ 183.7 NV - x -- - > � p p CONSTRUCT RIP -RAP PER DETAIL 5, SHEET C -0.4 1 y 5 81.0 FL \ \ \X \ / 1 8 8.1 ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PUN D. 332 -2 X 31 Tn ® CONSTRUCT INLET AT S -0• V -DITCH PER DETAIL 7, SHEET C -0.5 18 1 111 ® CONSTRUCT 18• RANCOR SURE -LN HOPE STORM DRAIN PIPE, N EQUAL. X \ \ •' \ \ • N BEDDING PER SDRSD D -60 N \ 184.3 TG \ \ `\ 184.5 TG 188.2/ 31 • ® CONSTRUCT 24• HANCN SURE -LN HOPE STORM DRAIN PIPE, OR EQUAL 15 FUTURE 14 182.3 INV \ \ \ \ 181.5 IN \ I LU BEDDING PER SDRSD D -60 SPECIALTY I I I I \ \ X 186.8 TG 7.9 0 ® CONSTRUCT HEADWALL NTH TRASHRACK PER DETAIL 8, SHEET C-0.5 19898 T FG GARDEN 184.8 FG 1 FG I I I �f .\` \\ \ \ / X 183.1 INV X 1rCJ 8 © CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET C -0.7 �� � SHEET \ o \ -:� 6 185.25 FS 186.5 TG D LANDSCA 0. 1 90.7 vv 182.4 INV PLANS D L 2/L -2.1 \ 11 6• 10 85.1 TG 3 PERM( / 10630 -G \ !� \ R \ \ 1 / I 31 " H `\ ,' fen..188.1 I \ \ � \ \ , 1 1840 FG 8 • \ \ e n^ X 182.1 FL J \6 O ' 190.62 FS 1a• 0 1R 190.0 _ sb. 18 7. su `\\ i6a. rc X � •••, , 7 � - � - � 24• ®0.5 - -- _� _ I'..,. �..: • \, 18\4`\ ` T � - 184.184.78 INV 28 NV 68 4 \ 1 1 IN \ 88 1 19 .7t TMH I I 6• If CE \ \ �� F� / , ��\� \� \ / `\ /18. O1NV 24 -�/ / \ 1 • 3 yJ i - -���� ^ �7 /FI�TU RE SP CAAL Y GARQEN' ` 14 187 5.5 TOP HD /Y/L/ / \\ \\ / 1 \I / �\ /r, g \ G o\ (V // X \`\ 188.5 FG X , ES LANDS AP EASEMENT \ 1 ( I \ 1 1 NT (iMEOWNER T \ 1/89.6 I I \ -1� 189.0 F �8�.vr ER D 1' 0 0 9 \ 1 - - - I 187.0 TO X - \ \__ ias \ X \ 418 "0osx III INV 18 4 I _ \ 79 0.5z WALL PER AIL 1, O - NOTE TO CONTRACTOR: NOTE TO CONTRACTOR: HEE `\ • THE EXACT ALIGNMENT OF THE TOP OF ALL VEGETATED SWALES A ID LAND PE MAY BE REVISED IN THE FIELD BY THE CITY TO PROVIDE FOR A :FIE IN CONTRACTOR. AS PART OF THE CONSTRUCTION AREAS S TO BID, EXISTING PLANS PER IT L 106 1G - - - " P S - - - - - - C S - - MORE 'NATURAL' APPEARANCE. PLEASE COORDINATE GRADING OF L89,Q3 ��1p • THE VEGETATED SWALES WITH THE CITY PRIOR TO HOMES, BE RESPONSIBLE FOR COORDINATING NTH-------- - - - - -- - - -- " ACP1 ® -- -- - - V- ACP WR -- -- CONSTRUCTION. THE HOMEOWNERS THE SETUP OF THE TEMPORARY 196,17 188.8 FG N'LY 6 -FOOT CHAIN UNK CONSTRUCTION FENCE. \ 1902 F \ 196.83 TW x 1 91.9 196.83 TW 1195.50 TW `�\ 194.83 TW • IN CONSTRUCTION AREAS ADJACENT TO EXISTING 188.4 TF 181;° F CARETT 1890 FG 90.01 FG _ 1189.04 FG SLY REMOVED ANDEA THE EWXWALL GCO STRUCTED, ENSURE - \ - - - _ 87.83 TF CONSTRUCTION FENCE WILL OFULLY JOIN LINK THE - \ X / \ HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL PER DE 2, ' / \ TIMES DURING CONSTRUCTION TO PROVIDE A FULLY SHEEN S- 1 R 190 ENCLOSED YARD FOR THE HOMEOWNER. X LAN ' , • IN CONSTRUCTION AREAS ADJACENT TO EXISTING PLANS pE L HOMES, WHERE THE EXISTING FENCE WELL BE .� � P MIT 6 W -G XIST. WATER X REMOVED AND A NEW WALL CONSTRUCTED, EXTEND THE - (IN KIND MATERIAL AND CONSTRUCTION) I > I 19 ( EXISTING SIDE YARD FENCE OF EACH ADJOINING -I- I SCALE: 1•=20' HOMEOWNER AND ATTACH SAID FENCE SECURELY TO I X 2 � THE NEW WALL PRIOR TO JOB COMPLETION. I 0 20 40 UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS porES :� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL AUTHORITY aV "o " �oo9<y CIVIL o e ENGINE VERNO 8 I 9 LAND 31 -13 - CONSULTANTS SURVEYING 04/09/12 TWO WORKING DAYS SIGN °���� 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'•°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. [it DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR ADDED Tw nEVnnoNS AT coNces9oN/RLSmoaM BLOC os /oe /HZ LocnnoN: ATDLE OF S IN NC N T� OF DATE: 04/09/12 - ENCINITAS COMMUNITY PARK 10630 -G MIDDLE OF OZ IN SV RR OF IM SANTA HORIZONTAL � /�/ (�� �,+ qA� �I N•NX�% _ HE &M�NIIN ANE \J�X,,,�C.3 `1 V\C•.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.11 SHEET250F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /ETA \ \\ \\ ^\ x \ I \\ STORN DRAIN LINE /CURVE DATA BEARING /A R L [� /MATCH N86'05'09•W - 198.05' N89V812•W - 312.81' LINtEtjt1.mp HEET C-1. --- -- --- --- -- --- --- --- -- --- -- --- - - ---\ --- -- ---J ® N43.39'WW - B9.1a Cv - \ - 7 I - - -- 160.- G x77.5 T .\ - --- --- --- - - - -- - - - - - - - -� - - \ 188.7 > i 31 II �\ \ 88.9 x J 1795 V 13 61 II `\ \ `\ / I 18 f �\ t\ \ \ ZS 8.7 • X \ \+\ \ - 1.0 G \� \ `\ X' • GENERAL CONSTRUCTION NOTES 31 `\ 1 \ 18 8. 9 `\ / 11 CONSTRUCT SPECIAL PAWMENT AND BANDING PER LANDSCAPE PUN DETAILS 5 8 6, S1EF L -21 p 179.5 UJ X \ `\ p n 1Q CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 B 4, SHEET L -2.1 E q0 1I \ \1 8\g`�I 1 U 9 . \,, O 8 \ x 1 U 9. 4 U 0 - © CONSTRUCT DG PATH NTH HREADERS LANDSCAPE LA DETAIL 3, SHEET L-11 DETAIL Z SHEET L -2.3 ATCH . 179.0 FL \ \\ \\ \ \\ X` % '\_ \ \ • 15 PROTECT IN PLACE �p X89.8 9 50 TW 182.0 FG \ \ / \ 0 187 5 ® CONSTRUCT S -0• P.C.C. V -DITCH PER DETAIL 5, SHEET C -0.5 g'S 183.5 TG ` � _ \ \ `� / • ® REMOVE EXISTING STRUCTURE 82.4 TG \\ \ _ _ 188.7 X 18 7.7 X REmov: EXISTING Fmm/m - INCLUDING FOOTING - VERIFY TIMING WIN an 181.51NV 180.41NV \ �� -- \ \ •-�5. � �� . \\ 8 .4 \ X X • 31 CONSTRUCT 6• PVC SDR -35 STORM DRAIN, BfD01NG PER SDRSD D-60 1 184.7 TG R\ . \ � \ 1.7% � ` \ \ \ •. • `\ X 6. \ � \ \ / • ® CONSTRUCT 8• PVC SDR -35 STORM DRAIN, BD701NC PER SDRSD D-60 182.7 INV - 9 i \ n4� I, -j \ .• 5B \ \ 31 \ ` / ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 35B CONSTRUCT THERMOPLASPC •NO DUMPING - I UVE DOWNSTREAM' - ON A POLE l p ,\ I qT TO BE APPROVED BY Cltt PRIOR TO CONSTRUCTION - SEE DETAIL 4, SHEET C -0.5 183 p X \ \� \\ \ 1 U •.0 7 ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 \ v\ V` r1 =. ` p 183.7 G \� • • \ 1 7, -- 1842 -- • U Q CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321 -2 18 18 3 I 18 181.71NV 1 18 G.B. \ \7.`\ :..`\ 8 \ 183.7 NV - x -- - > � p p CONSTRUCT RIP -RAP PER DETAIL 5, SHEET C -0.4 1 y 5 81.0 FL \ \ \X \ / 1 8 8.1 ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PUN D. 332 -2 X 31 Tn ® CONSTRUCT INLET AT S -0• V -DITCH PER DETAIL 7, SHEET C -0.5 18 1 111 ® CONSTRUCT 18• RANCOR SURE -LN HOPE STORM DRAIN PIPE, N EQUAL. X \ \ •' \ \ • N BEDDING PER SDRSD D -60 N \ 184.3 TG \ \ `\ 184.5 TG 188.2/ 31 • ® CONSTRUCT 24• HANCN SURE -LN HOPE STORM DRAIN PIPE, OR EQUAL 15 FUTURE 14 182.3 INV \ \ \ \ 181.5 IN \ I LU BEDDING PER SDRSD D -60 SPECIALTY I I I I \ \ X 186.8 TG 7.9 0 ® CONSTRUCT HEADWALL NTH TRASHRACK PER DETAIL 8, SHEET C-0.5 19898 T FG GARDEN 184.8 FG 1 FG I I I �f .\` \\ \ \ / X 183.1 INV X 1rCJ 8 © CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET C -0.7 �� � SHEET \ o \ -:� 6 185.25 FS 186.5 TG D LANDSCA 0. 1 90.7 vv 182.4 INV PLANS D L 2/L -2.1 \ 11 6• 10 85.1 TG 3 PERM( / 10630 -G \ !� \ R \ \ 1 / I 31 " H `\ ,' fen..188.1 I \ \ � \ \ , 1 1840 FG 8 • \ \ e n^ X 182.1 FL J \6 O ' 190.62 FS 1a• 0 1R 190.0 _ sb. 18 7. su `\\ i6a. rc X � •••, , 7 � - � - � 24• ®0.5 - -- _� _ I'..,. �..: • \, 18\4`\ ` T � - 184.184.78 INV 28 NV 68 4 \ 1 1 IN \ 88 1 19 .7t TMH I I 6• If CE \ \ �� F� / , ��\� \� \ / `\ /18. O1NV 24 -�/ / \ 1 • 3 yJ i - -���� ^ �7 /FI�TU RE SP CAAL Y GARQEN' ` 14 187 5.5 TOP HD /Y/L/ / \\ \\ / 1 \I / �\ /r, g \ G o\ (V // X \`\ 188.5 FG X , ES LANDS AP EASEMENT \ 1 ( I \ 1 1 NT (iMEOWNER T \ 1/89.6 I I \ -1� 189.0 F �8�.vr ER D 1' 0 0 9 \ 1 - - - I 187.0 TO X - \ \__ ias \ X \ 418 "0osx III INV 18 4 I _ \ 79 0.5z WALL PER AIL 1, O - NOTE TO CONTRACTOR: NOTE TO CONTRACTOR: HEE `\ • THE EXACT ALIGNMENT OF THE TOP OF ALL VEGETATED SWALES A ID LAND PE MAY BE REVISED IN THE FIELD BY THE CITY TO PROVIDE FOR A :FIE IN CONTRACTOR. AS PART OF THE CONSTRUCTION AREAS S TO BID, EXISTING PLANS PER IT L 106 1G - - - " P S - - - - - - C S - - MORE 'NATURAL' APPEARANCE. PLEASE COORDINATE GRADING OF L89,Q3 ��1p • THE VEGETATED SWALES WITH THE CITY PRIOR TO HOMES, BE RESPONSIBLE FOR COORDINATING NTH-------- - - - - -- - - -- " ACP1 ® -- -- - - V- ACP WR -- -- CONSTRUCTION. THE HOMEOWNERS THE SETUP OF THE TEMPORARY 196,17 188.8 FG N'LY 6 -FOOT CHAIN UNK CONSTRUCTION FENCE. \ 1902 F \ 196.83 TW x 1 91.9 196.83 TW 1195.50 TW `�\ 194.83 TW • IN CONSTRUCTION AREAS ADJACENT TO EXISTING 188.4 TF 181;° F CARETT 1890 FG 90.01 FG _ 1189.04 FG SLY REMOVED ANDEA THE EWXWALL GCO STRUCTED, ENSURE - \ - - - _ 87.83 TF CONSTRUCTION FENCE WILL OFULLY JOIN LINK THE - \ X / \ HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL PER DE 2, ' / \ TIMES DURING CONSTRUCTION TO PROVIDE A FULLY SHEEN S- 1 R 190 ENCLOSED YARD FOR THE HOMEOWNER. X LAN ' , • IN CONSTRUCTION AREAS ADJACENT TO EXISTING PLANS pE L HOMES, WHERE THE EXISTING FENCE WELL BE .� � P MIT 6 W -G XIST. WATER X REMOVED AND A NEW WALL CONSTRUCTED, EXTEND THE - (IN KIND MATERIAL AND CONSTRUCTION) I > I 19 ( EXISTING SIDE YARD FENCE OF EACH ADJOINING -I- I SCALE: 1•=20' HOMEOWNER AND ATTACH SAID FENCE SECURELY TO I X 2 � THE NEW WALL PRIOR TO JOB COMPLETION. I 0 20 40 UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS porES :� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL AUTHORITY aV "o " �oo9<y CIVIL o e ENGINE VERNO 8 I 9 LAND 31 -13 - CONSULTANTS SURVEYING 04/09/12 TWO WORKING DAYS SIGN °���� 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'•°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. [it DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR ADDED Tw nEVnnoNS AT coNces9oN/RLSmoaM BLOC os /oe /HZ LocnnoN: ATDLE OF S IN NC N T� OF DATE: 04/09/12 - ENCINITAS COMMUNITY PARK 10630 -G MIDDLE OF OZ IN SV RR OF IM SANTA HORIZONTAL � /�/ (�� �,+ qA� �I N•NX�% _ HE &M�NIIN ANE \J�X,,,�C.3 `1 V\C•.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.11 SHEET250F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /ETA V A AV A VA \ V A \ `1 an 174`6 \ \ \ \ \ \ \ \ \ \ \ \ \ V A A A V A � � \ \ •• \ \ \ \\ \ \ \ 177.0 \ \ RAGING \\ \ 5. >s \ \ \ \ \ • \\ !� \\ I \ 1 \e2 \\ \ \ 178.0. \\ \ \ \ 174J�1 00 , A\\ \ J A yyy A' V A A A \ \ \ \\ \ \ \ 3 TG \ \ W be ZH'174.Is 2 W L' V 175.5 LLI DWI _ - �• \ 173 1 In, 111w M3S M3S M M3S \ M3 \ \\ \ \ 4.5 \ T' 17 4 T \ \ PROP. SEWER POP. ATE UNEV AAVA \ \ 18 PER DRANNG ` 10630 -I \ \\ \\ 7.5 \ •:' PE DRAMA U �\ \\ \\ \ \ \ \ 176. P/A \\\ N ! X • V 6 VA 'ro V A A U• Fa- Lu I 3 \ w W • \ \ `CULVE\ T / 1 77. U)• 1 \ Sb12° X / X Z 176.7 / =I v, X / Q� 180.9 FS \ �.: =1 m • � � °° � � TYPE I . / 77.6 EI W 0w 10 y x I X P/ 18 .32 TC ' 176.6 3 6 "31 /j .. .. it • �,/ IB2 \\ \r DTURE CALTRANS \ EDGE OF PAVEMENT \ EXIST. RECL. WATER LINE \ 08. TO BE RELOCATED X PER DRAMNG \ \ SEJPA ftW -1 -1 TO RW 5 \ \ FUTURE CALTRANS TOP F BERM \ \ 4 \ 20 .4 182.0* FG \ \ \ PROP. EA MENT TO \ \ \ \\ SERA OR ECL WA LINE \ p \ \ \ ,TW ,. EASEMENT F STA. T AL 16 . \ SD 'FOR WATE HE 160 +00 \ ,p \ \ \ NRE BE FG \ \' \ FENC 5 EXIST. V -DI FUTU CAL \ i 3 F � \ \ \ 0 � NO DII� ip 2 L }6 C \\ \\ \\ \ ;OP 181.6fA V 1 \ � \ \\ �/C WA TOTS E AB�:,,w,�ay'�ED \ V s� v. V I v I BY soxn FIST. BOXES REM \ \ \ TO E REMOVID WD STORN DRAIN LINE /CURVE DATA O BEARING /Q R L SS N52-39'30'E - 6112' GENERAL CONSTRUCTION NOTES Q1 CONSTRUCT MIN. 4" AC /8" CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER 19 CONSTRUCT MIN. 12" CLASS II BASE (DRIVE) - VERIFY PATH SOILS ENGINEER Q2 CONSTRUCT 6" CURB ONLY PER SDRSD G-1 ® CONSTRUCT 12" WIDE 4" THICK P.C.C. STRIP ADJACENT TO CURB 3Q CONSTRUCT 6" CURB A: GUTTER PER SDRSD G -2, TYPE G ® CONSTRUCT 3' -0" V- GUTTER PER DETAIL 3, SHEET C -0.4 10 CONSTRUCT CURB RAMP PER SDRSD NO. G-27 THRU G-32 AND DETAIL 2, SHEET C -0.4 - TYPE PER PLAN - MODIFIED BY INSTAWNG A 3'x4' TRUNCATED DOME PIE AT ALL RAMPS 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 1© CONSTRUCT MOWSTRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -2.1 15 PROTECT IN PLACE ® CONSTRUCT PARKWAY CULVERT PER APWA STD. PLAN NO. 151 -2, S PER PLAN - MOD. ELEVS. PER PLAN 31 CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT 12" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 35B CONSTRUCT THERMOPLASTIC 'NO DUMPING - I UVE DOWNSTREAM° - ON A POLE TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 4, SHEET C -0.5 ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 ® CONSTRUCT CURB INLET PER SDRSD D -2, L PER PLAN 37A CONSTRUCT THERMOPLASTIC "NO DUMPING - I LIVE DOWNSTREAM" - STENCIL TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 2, SHEET C -0.5 ® CONSTRUCT 18" HANCOR SURE -LOK HOPE STORM DRAIN PIPE, OR EQUAL, BEDDING PER SDRSD D -60 61 CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET 0-0.7 BID ALTERNATE /1 - PARKING LOT PAVING BASE BID IS FOR PLACEMENT OF 12' CLASS II BASE IN PARKING LOTS WTH CONSTRUCTION WHISKERS AND CHALK/SPRAYPAINT MARKINGS. BID ALTERNATE /1 MALL BE FOR ASPHALT PAVING FOR PARKING LOTS 'B', 'C, V AND 'E'. THIS BID ALT INCLUDES ALL THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION ARROWS, LIMIT LINE AND 'STOP' PAVEMENT MARKINGS AND ADA MARKINGS) FOR THESE AREAS BID ALTERNATE 11 - SEE SHEET C -0.2 I I . 175,1 FS I • 174.5 TG // \ �NP / \ NOTE: .72.7 IN 82.92 TC \ \ ALL CURB RAMPS ARE REQUIRED 4'x IRED TO HAVE A 4' LEVEL (MAX. " N• SLOPE NOT TO EXCEED 2 AT TOP AND BOTTOM OF RAMPS g\ 13. ' - I � •I; \Bti 182.00 FS 182. y82.74 \ \ \ r \ SCALE: 1 ° =20' .6 - � I ••00 00 0 20 40 1 77.:4 _ MATCH LINE -SEE SHEET C -1.13 \, 17,56 INV '\ UNDERGROUND SERVICE: ALERT SAN ELIJO JOINT POWERS p•oFx =sm PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ERNO C8 I AUTHORITY CIVIL oaALL: ENGINE LAND CONSULTANTS SURVEYING 04/09/12 TWO WORKING DAYS SIGN 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 3°rcuu'•°°c LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS an ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO E APPR LOCATION: AT ENONTAS OTS S1 ON! TOP 6 DATE: 04/09/12 HORIZONTAL ud?IT _ ENCINITAS COMMUNITY PARK 10630 -G FE & AC OR IN SW OR 6 IM SrWFA +� &MAC4MIOJ AVE � lJ.. `1 VVC•.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.12 SHEET260F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /ETA ul1T®f!I+_Tie O BEARING /A R L OIL 502...78 ®N81W N6926'09 °W 055 , N5279'3CE 63.12 O N36 1'29 °E 6995' ' I4e�l g -v SIR 'MATCH LINE - SEE SHEET C -1.12 Iy� •�••� $ • • • .•�• s �� • • • • • • •1y • \ •• •• �•• • •• <PA / 82.1 \ V. 3 I A EXIST N PIA V A 15 181.62 \ \ \ \ 182.30 TC � 187.80 R STORM DRAIN LINE /CURVE DATA O BEARING /A R L OIL 502...78 ®N81W N6926'09 °W 055 ® N5279'3CE 63.12 O N36 1'29 °E 6995' ' CULVB1 \ ' 1 1 \ \ N RE CAL S N _ NOTE TO CONTRACTOR: \\ 1• ,assn \ 1 \ \\ \ \\ VERIFY STRUCT. SLAB SECTION [ASSUMED 50 PCC /20 SAND /VAPOR BARRIER /Y SAND] W/ STRUCTURAL - 183.76 TC - °w`O 186 TC I \ \ Y \ ` \ 2 DRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TO CONSTRUCTION AND NOTIFY CITY IMMEDIATELY OF ANY p DISCREPANCY °I 3 18404 TC \ �� \ \ I $� \\ NS RE BERM \ \01,TURE C TRANS GENERAL CONSTRUCTION NOTES T.p. 183.48 TC 184.85 TC \ \\ \ cUi CONSTRUCT MIN. 4' AC /8° CLASS II BASE (DRIVES) - VERIFY NTH SOILS ENGINEER 'C 182.98 FS 184,35 FS \ \ \\ ST. 6 W R \ \ ® CONSTRUCT MIN. If CLASS II BASE (DRIVE) - VERIFY NTH SOILS ENGINEER .L 182.5 TS 1 184.67 TC 186. C \ \ \\ \ S312i \ \ I\ BA D. \\ \ \ \ f� 184.17 \ N. y \\ \ \\ \ \ \\ 1B CONSTRUCT MIN. 12° CLASS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER n1 4 \ay 186.34 TC `\ AY C 0 C \\ `. \\ 1 V -- - -- 4. RC tS Q2 CONSTRUCT 6° CURB ONLY PER SDRSD G -1 CONSTRUCT 6' PCC /6'AB -VERIFY DEPTH AND REINF. WITH SOILS ENGINEER 31 TG 185.5 TC 166.1 10 CONSTRUCT CURB RAMP PER SDRSD NO. G-27 THIN G-32 AND DETNL Z SHEET C -0.4 BLDG V 6 183.8 TC ffi j 185.02 1 . 1 S ° \ \ \I\ 01 \£ \ \\ \\ r 'S =12° \ - TYPE PER PLAN - MODIFIED BY INSTAUUNG A Sxt TRUNCATED DOME TEE AT ALL RAMPS 183.35 \6% IXISIT. WATER \\ '� ' 1R5 F3 FF -7N 185.9 TC 1 3 18 A•� (ABAND ED 11 CONSTRUCT SPEtlAL PAVEMENT AID BANDING PER LANDSCAPE PLAN DETAILS 5 $ 6, SHEET L -21 • 17.5.30 FF - 1ST By 3 185.43 FS TO BE R M VED/ \` - p \ \ \ \ \ \ 1 5 18 52 TC 187 TC \ \I\ " a \ \ \ D TEMPORARY DIRT OVER IXIST. PIPELINE YMERE •Q CONSTRUCT SIDEWALK PER LANDSCAPE RAN DETAILS 2 & /, SHEET L -21 174.5" PAD g 04. 2 FL 56 FS AS REO'0 o TOP STRUC TRAFFIC WILL BE CROSSING LIVE WATER 31 BY CON A OR / \ a °i ` 1 CONSTRUCT YOWSTPoP PER LANDSCAPE PLAN DETAIL 3, SHEET L -21 I LDG. PERMIT 810 -971) i \\ \ 1 \ \ PROIE E705RNG METERS UNTIL REMOVED. PROTECT IN PLACE FWY. STA. \\ 18 ADJUST UTILITY TO GRADE 156 +00 \ FEN% \ 1 ' ® RELOCATE EXISTING UDUTY - BY SDG&E 86. \ \� \ \ NRE BERM i'- m�JNE PER PROP. WA LI ES 1 / 814',IN \ \I\ CONSTRUCT PARKWAY CULVERT PER APWA 510. RAN N0. 151 -2, S PER RAN m Na 3 2 \I\ \\ REMOVE EX GE OF PA M T - MOD. ELEVS. PER PLAN 185.55 T 2 \I\ ' \ \ \ �' i� 6 °31 _ F 1B 2 187.81 TC. \ I g3 I\\ 'SJ, \ �ACP WATER RJ: 31 CONSTRUCT 6' PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 CONSTRUCT 8° PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 WATER LINE r J, 44 tt �� 61 I\ 1 \\ \ \ \ \ \ \ ` P D ANNG ® CONSTRUCT 12° PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D-60 5.32 F CO ASH 188.40 TC T+ \\ \ :. \ \ m \ \ \ \ S JPA W- TO CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -O.5 Gg / GB s CLOSURE -SEE ' 187.90 S 190. IN \ \ \ P \ • / 185.22 TC l ARCH. PLANS �� • P/ 184.72 FL \SHEET T1.0 X 187.7 F]'/" ° T 35A CONSTRUCT CATCH BASIN PER SDRSD D -8, TYPE G, SINGLE G-1 \ '\ h \ r 358 CONSTRUCT THERMOPLASTIC MO DUMPING - I UVE DOWNSTREAM' - ON A POLE '•' 185.45 TC DG. P MIT 10- (` O I NED 19 :1' S \ o� q \ 1 r 185.45 FS 1 ` 0 BE REMOVED AS RED' � g 4p g °" � \ \\ :\ \ s \ \ \ ;\ � \ \ \ p pp, WATER TO BE APPROVED BY qtt PRIOR TO CONSTRUCTION -SEE DETAIL 4, SHEET C -0.5 r H g9 BPVY RE I R C J TTRACTOR 185.88 NTH SD O J (89 S 0 Fo S I I \ \ \ \ \ � G ATRIUM SHEET . O STAR CONSTRUCT CURB INLET PER SDRSD O -2, PER PLAN C -32 OF 6 F l� O • 186 29 9 3 '-J \ EXIST' A R \\ i \ ` \ o \ 37A CONSTRUCT THERMOPLASTIC 'NO DUMPING TI LIVE EE DETAIL Z - ETENpL TO 1 188. TC 190.6 C \ \ ', � BE APPROVED BY OItt PRIOR TO CONSTRUCTION -SEE DETAIL 2, SHEET C -0.5 P A 18579 F 188. FS 190.1 Sj T REM ro a , / \ I 5 C N R R �a V \ t \ i CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321 -2 �� � 189.1 TC PER W1 VA A 86.61 �° �ryp, \ \ ! \ \ 41 CONNECT SUBDRAIN TO STORM DRAIN 186 85 TC 188.63 S SE S SH °\ � \ Lu • 18635 FS \\ \ \ \ of \ I I' W A 186.40 TC ? 18 .54 TC °� 1B I � i \\ \ \ \ R T1Rf FWY. ST \ 201.03 G ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN N0. 332 -2 LLI / 187.04 FS • 1 0.611 T� \\ �� °� \ '197,0 F \ 2155 +0 \ 46 CONSTRUCT 18° HANCOR SURE -LOK HOPE STORM DRAIN PIPE OR EQUAL, co 1 P 9 186.63 TC 2 a 1 0.11!F N \ \ \ \ �NTU BERM\ BEDDING PER SDRSD 0-60 ® 186.13 FL a ti' A W I 190. TC � a XIST. A , m° AV A \\ NTURE TR CONSTRUCT SUBDRAIN PER DETAIL 4, SHEET C -0.4 W 1 1 .65 FS 188.18 TC 189 2 v ^m SEWS \ \ \ 182.7 TG 11 UI / Y�� J 0'° / 186.46 TL 87.68 FS 5 •® , , \ \�. SU; \T 196 N \ \\ O OP OF B M 61 CONSTRUCT VEGETATED SWALE PER DETAIL 3, SHEET C -0.7 T80,# 1NV I W ` r G 186.85 F N ^ 190.99 is r 1 " AOiPS °�y9. ti,L\ V \ \'\ \ \� . {1. \ \ TOP\ \\ 188.45 C 190 43 Z / \ \ BID ALTERNATE C - PARIONG LOT PAVING: 1 8611 � v_ v ¢' 4 I I I 11.63 c � z v� vv' � v `v ' 191.13 F \ \ \- \'� \ \ BASE BID IS FOR PLACEMENT OF 12° CLASS II BASE IN PARKING 1 5 �" 1 19PS9 FC 1 .50 INV \ A \ \ \ \ LOTS WITH CONSTRUCTION WHISKERS AND CHALK/SPRAYPAINT 187.56 TC - 189. X9.23 ' .��'� g0 \ ` \ MARKINGS. BID ALTERNATE /1 NLL BE FOR ASPHALT PANNG FOR 187.56 FL 188.79 PARKING LOTS '8', 'C', b' AND 'E'. THIS BID ALT INCLUDES ALL TC i 141.37 C: \ 1 1945 FG \ 195.43 \ \ \ \ THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION 35B 194.93 4 \ \ \ \ \ \ I 1B 188.61 TC I I m \ ••;J; o i 9� \ \ ARROWS, LIMIT UNE AND 'STOP' PAVEMENT MARKINGS AND ADA 1 J ]827 TG II \\ 188.11 FL 3 190.60 TC I { 2 TC 2 194.4 C E s \ ,e \i\ \\ MARKINGS) FOR THESE AREAS. 6° 92.70 T \\ \ I 188.8 2 93. TC � J• ®X BID ALTERNATE 1 - SEE SHEET C -0.2 a a 19 T 192.83 / 19 . 1 FL \ \ \ 11 3 .80 5 192.33 7. IG vg9 d9, 190 92 ^ .yq, 2 KamV CROSS OP� V A V A -� WA175. 1NV 18 1 183. FS \\ 190142 o/ TW.fH 45.67 TC\ \ \ \ TOP \ 175.991 V 11 190.86 TC 190.00 FL c \200.0 FG \ i n 792.9 TC 194.60 T � 1 A � V ` \ No I CI NOTE: '• 190.36 FS 192.48 5 y E \ \ ' 190.80 c N/ '� 0� 1 2.04 T 19410 I, 0 \ \ 1 \ \ \\ \ \ ALL CURB RAMPS ARE REQUIRED TO HAVE A TOM LEVEL (MAX. I I \ \9 ���\ � \ \ \ SLOPE NOT TO EXCEED 2%) AT TOP AND BOTTOM OF RAMPS. 88. e� ti m EXIST. �M ,e >3 9ssi Tc g v v v vv v �� 6 �v 191. TC� i�°� 0 196.1 B A A V A AV� V AV� 4 8.22 1NV 8 °I 31 ��' � 15.72 -INV 18 • \ L� 6• c> 19277 FS 1 03 FL \ \\ ` \ \ 4 +OT0 4 8% 191 9 / F":; -969 TG \o \ \\ \ \`\ 53 FG / \ / / • 92 (ABANDONED AS 6i tD -- f,B ' °'/ 1 7.08 FS X.• I � \ \ \ \ T 7 MO D - 6 SCALE: 1 ° =20' 9t. G EXIST. 12° REMOVED WATER LINE MATCH LINE -SEE SHEET 1 14 _ 8 9 1 IN TO WI REMOVED W CONTRACTOR PER .T - g C _ -_ 197.0 TG '; \ \ ` \ \ � X • / DRAWING SEJPA RW -1 TO RW -5 ao \ \ \\ \ 0 20 40 SEE ALSO SHEET C -3.2 I � - 1 .. -4 \ \ \ \ \ UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS poFES :�o„,z PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT i�ILL: AUTHORITY a� "o " •oo9<y CIVIL o e ENGINEERING = 8 I �T9 LAND VgL31 -13 CONSULTANTS SURVEYNO CD c 04/09/12 TWO WORKING DAYS SIGN cjvo. 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 � LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: E 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aoo6o Tw nEVnnoNS AT coNcessloN/RLSmoaM 91oc os /oe /IZ LocnnoN: ATDLE OF OR as w F I cx DATE: 04/09/12 - ENCINITAS COMMUNITY PARK 10630 =G FE & 6 O2 IN SW qR 6 IM SANTA HORIZONTAL /�/ (� + N•NX(% FE. COUNTY OF \JrX,,,�Lli.. `1 V'VC•.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: N26 29 I RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.13 SHEET270F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA 1$ 8.9 X .5 I n • 186 I X 11P7.8 X0 _"*�Ij � - -E;vj �__j MATCH LINE - SEE SHEET C -1.13 4•. li r, If G m �l�� / ri: `:'I� 'L r..�g1!l: L'1► +' r r 'GYM - �I FEW r IVA ���:� - -- _ I lip IN/ l GALL: THO WORKING DAYS BEFORE YOU DIG CHANGE NO. I DESCRIPTION STORM DRAW UMI CURVE DATA O BEARII R L N89D3'12 °W - 312.81' © N43Y1713 °E - 207.27' ® 18'45'00' 45.00' 14.73' N24'22'13°E - 100.55' M -E_X P SAN ELIJO JOINT POWERS 194.0 „VI° 'rcac' la APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 OS /OB /I2 LOCATION: AT EHONTAS CBS Sa ON TO' OF HORIZONTAL — MIDDLE OF OR IN SN CLR CIF INT SHWA FE & MACXNJOJ AVE RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 I IN I 1111 111 111' N 11.1 1 11 \ \1 1II \ I \1 A CURB MPS AR REQUIRED` 4'z ' LEVEL AX. SLO NOT TO 2A� T TOP A BOTTO OF RA CONSTRUCTION TRAFFIC WILL BE \ \ r I �\ 7 \s \ REIINT APER� \I T \ •!• 'O -ry13 �p`y \II 1 ° =20' aj 197.4 2 \I T 1 ay 214 62 7F � `., �+ 1 0 40 3 F . . f , 1 . r. , MATCH LINE - SEE SHEET C -1.15 a y GENERAL CONSTRUCTION NOTES 1© PROTECT IN PLACE 358 CONSTRUCT THERMOPLASTIC 'NO DUMPING - I UVE DOWNSTREAM* - ON A POLE BID ALTERNATE /311 AND •3B Q1 CONSTRUCT MIN. 4° AC /8° CLASS 11 BASE (DRIVES) - VERIFY NTH SOILS ENGINEER TO BE APPROVED BY Ott PRIOR TO CONSTRUCTION -SEE DETAIL 4, SHEEP C -0.5 - PARKING LOT 'A': 1B CONSTRUCT MIN. 1Y CUSS 11 BASE (PARKING) - VERIFY NTH SOILS ENGINEER CONSTRUCT 3' -0" P.C.C. V -DITCH PER DETAIL 5, SHEET C -0.5 U O ® REMOVE EXISTING FENCE/WALL - INCLUDING FOOTING - VERIFY TIMING NTH Ott ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 BASE BID IS FOR GRADING Q CONSTRUCT 6" CURB ONLY PER SDRSD G -1 CONSTRUCT CURB INLET PER SDRSD D -2, L PER PLAN • AND INFRASTRUCTURE ® - MOD. CT PARKWAY CULVERT PER APWA STD. PLAN N0. 151 -2, S PER PLAN IMPROVEMENTS ONLY FOR ® CONSTRUCT 12° VIDE 4° THICK P.C.C. STRIP ADJACENT TO CURB i - MOD. ELEVS. PER PLAN 37A CONSTRUCT THERMOPLASTIC NO DUMPING - I LAVE DOWNSTREAM* - STENCIL TC • IT. AL 13A AND R03B MKING RD O DIt CONSTRUCT 6" CURB &GUTTER PER SDRSD G -2, TYPE G 29C CONSTRUCT GRASS -PAVE PER LANDSCAPE PLANS DETAIL 4, SHEET L -2.12 BE APPROVED BY CITY PR TO CONSTRUCTON -SEE DETAIL 2, SHEET C-0.5 -- -- `( • it INCLUDE ONB, CURB & ® CONSTRUCT 3' -0° V- GUTTER PER DETAIL 3, SHEET C -0.4 (OR APPROVED EQUAL) ®9 CONSTRUCT MANHOLE PER APWA STD. PLAN N0. 321 -2 — CUTTER' 120 P.C.C. STRIPS, 10 CONSTRUCT OLM RAMP PER SDRSD NO. G-27 THRU G-32 AND DETAIL 2 SHEET C -Q4 41 CONNECT SUBDRAIN TO STORM DRAIN -- SIRIPNG AND PAVING FOR 31 CONSTRUCT 6° PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 O • PARKING LOT. (SHOWN AS - TYPE PER PUN - MODIFIED BY INSTAWNG A 3'T4' TRUNCATED DOME 1LL AT ALL RAMPS ® CONSTRUCT 8° PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 332 -2 �" • SCREENED BACK). 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -21 CONSTRUCT 18° RANCOR SURE HOPE STORM DRAIN PIPE OR EWAL 3 ® CONSTRUCT 12° PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 EXIST. a 1 BID ALTERNATE I3A AND /3B 13 CONSTRUCT MOWSTRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -21 BEDDING PER SDRSD D -60 M.H. s • - SEE SHEET CBA -9.1 ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 1 ® CONSTRUCT SUBDRAIN PER DETAIL 4, SHEET C -0.4 PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CIVIL MCE ENGNE L N LAND D ` CONSULTANTS SURVEVNm 04/09/12 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 SPECIAL DISTRICT APPROVAL IT= CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RA M PLANS PREPARED UNDER SUPERVISION OF RECO ENDED:APPR 04/09/12 DATE: _- ENCINITAS COMMUNITY PARK 10630 -G R.C.E. NO.: C -23971 4/09/12 04/09/12 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.14 SHEET280F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D v m N m U U Z Q O � M Q N WN v� omp � o F °o U aN zC o�mJ w ¢ `mil 411 1 ago VAV // it ® -r.., " N •Rye � / `` .. R. R a '1 � � it al, ® \ � ,•,`` E.. e ICI -+ '� • ® � � � ASMW `u a 91.7 FG 1 1. 1.3 Y0• ru 1915 FL I 1 Ila to 96.83 CONSTRUCT MIN. 12" CLSS II BASE (PARKING) - VERIFY NTH SOILS ENGINEER 106 s CONSTRUCT 6° CURB ONLY PER SDRSD G -1 192. 4 ' Y CONSTRUCT 12" WIDE 4" THICK P.C.C. STRIP ADJACENT TO CURB 1 1 3Q CONSTRUCT 6° CURB & GUTTER PER SDRSD G-2, TYPE G 91.01 FG S' ® CONSTRUCT 3' -0" V- GUTTER PER DETAIL 3, SHEET C -0.4 13 11 ST 193.0 jG CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -21 ZZ 1© F Y 191.52 FG S'Y' 191.83 TF NC PROTECT IN PLACE L ® 189.17 r n x RELOCATE EXISTING UTILITY - BY SDG&E ® °z oI 31 CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 3 m ' ' ° 199.50 TW ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 LION 193.5 2 F W Lu ? 193.5 FG E LY z O BID ALTERNATE /3A AND /3B - PARKING LOT 'K-. z z BASE BID IS FOR GRADING AND INFRASTRUCTURE IMPROVEMENTS ONLY FOR SOUTHERLY PARKING LOT. Y I BID ALT. /3A AND j3B NLL INCLUDE CURB, CURB & GUTTER, 12" P.C.C. STRIPS STRIPING AND PAVING i FOR PARKING LOT. (SHOWN AS SCREENED BACK). O C/ 1 I WALL PER DETAIL 2, BID ALTERNATE q3A AND g3B - SEE SHEET CBA -9.1 1 1 SHEET 552 AND LANDS APE I PLANS DETAIL 2/L -2.1 1 d a�\ PERMIT III 10630 -G X 3 vwi i L I N 191. II X II II - - vTvvv v� -8" SIEEL_WAL�ABAND�L -v - EL ANTI I IT 2" HP GAS--- -AIL -- - T-- 1/9" HP GAS 193.17 TF WATER - I — — — — WAL AND DETI PERI v' YI ® °1 Lff I C ®1i .., \ 4224 \ 7\ A \A 1 1 i 1 E 5.00 Fl, 2 4.50 F4 h 1 hti 1 GB �1 2 5.32 TIC 99 89 R III -7o \ :.#1 ®� II GENERAL CONSTRUCTION NOTES Q1 CONSTRUCT MIN. 4" AC/8" CLASS II BASE (DRIVES) - VERIFY NTH SOILS ENGINEER 1B CONSTRUCT MIN. 12" CLSS II BASE (PARKING) - VERIFY NTH SOILS ENGINEER Q2 CONSTRUCT 6° CURB ONLY PER SDRSD G -1 ® CONSTRUCT 12" WIDE 4" THICK P.C.C. STRIP ADJACENT TO CURB 3Q CONSTRUCT 6° CURB & GUTTER PER SDRSD G-2, TYPE G ® CONSTRUCT 3' -0" V- GUTTER PER DETAIL 3, SHEET C -0.4 11 CONSTRUCT SPEDN PAVEMENT AND BINDING PER LANDSCPPE PUN DETAILS 5 & 6. SHEET L -21 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -21 ZZ 1© CONSTRUCT MOWSTRIP PER LANDSCAPE PLAN DETAIL 3, SHEET L -21 15 PROTECT IN PLACE ® CONSTRUCT 3' -0" P.C.C. V -DITCH PER DETAIL 5, SHEET C -0.5 ® RELOCATE EXISTING UTILITY - BY SDG&E ® REMOVE EXISRNG FENCE/I - INCLUDING FOOTING - VERIFY 11MING NTH CITY 31 CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 L J ® CONSTRUCT 6" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 D ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 z Lu z O BID ALTERNATE /3A AND /3B - PARKING LOT 'K-. z z BASE BID IS FOR GRADING AND INFRASTRUCTURE IMPROVEMENTS ONLY FOR SOUTHERLY PARKING LOT. Y BID ALT. /3A AND j3B NLL INCLUDE CURB, CURB & GUTTER, 12" P.C.C. STRIPS STRIPING AND PAVING U FOR PARKING LOT. (SHOWN AS SCREENED BACK). C/ BID ALTERNATE q3A AND g3B - SEE SHEET CBA -9.1 \ NOTE TO CONTRACTOR: THE CONTRACTOR, AS PART OF THE BASE BID, SHALL: • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, BE RESPONSIBLE FOR COORDINATING NTH THE HOMEOWNERS THE SETUP OF THE TEMPORARY 5 -FOOT CHAIN LINK CONSTRUCTION FENCE. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 6 -FOOT CHAIN UNK CONSTRUCTION FENCE WILL FULLY JOIN NTH THE HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL TIMES DURING CONSTRUCTION TO PROVIDE A FULLY ENCLOSED YARD FOR THE HOMEOWNER. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, MERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, EXTEND (IN KIND MATERIAL AND CONSTRUCTION) THE EXISTING SIDE YARD FENCE OF EACH ADJOINING HOMEOWNER AND ATTACH SAID FENCE SECURELY TO THE NEW WALL PRIOR TO JOB COMPLETION. SEE DETAIL "A" 04 202 I� G - x- F3 II - -- PIK W RW R Rw HVI �': rew — Rw kvl— iEVPt� « 1 0 I II / �� - B - DP WI 06.17 W —_1T AOP WAT - - -- - -i -12" AC WAT - _WARWICK - 12' ACP WAT - -- -- 12` A "AT - �\v„ ii _ - X - I �� s X 2os.50 / ' D PROVIDE x16" MIN. L7 SEE SHEET C -0.3 I II SCALE: 1' =20' _ a AS RE O RED F G �I �- JI 0 20 40 unver <ar4wnv ser<vlce rLer<r \ SAN ELIJO JOINT POWERS px•EESa PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL AUTHORITY a` "o " °oogfy CARL o e �3 ENGINE VEYNO 8 II 9 LAND /� CD I V131 -13 - SURVEYING 04/09/12 TWO WORKING DAYS SIGN ctva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'•Xp°• LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ADDEDO D-E AT MACKINNON CON Ave. 05 /n/13 DESCRIPTION: 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aooeo Tw Devnnorvs AT corvces9orv/ResmoaM BLOC os/o6�1z LocnnoN: MI DLE OF ENCINITAS as w cx DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 -G MIDDLE OF OR IN SW OR 6 IM SANTA HORIZONTAL /�/ FE- OONTY AVE. \J� li.. `1 V'AO•.— R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.15 SHEET290F 201 CAMCE RI%Offl A48.20 Hall - EnGniumv 13 to C- 1.17.dM 101171201310:39:51 AM, 2:2 PLANNING CASE NCI: 04 -197 MUP/DR /CDP /EIA I GENERAL CONSTRUCTION NOTES 15 PROTECT IN PLACE ® CONSTRUCT 8" PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 CCONSTRUCT MIN. 6° AC/Bx CLASS 11 BASE PER SDRSD G-1 - VERIFY NTH SOILS ENGINEER 21 CONSTRUCT SIDEWALK PER SDRSD G -7 ® CONSTRUCT CATCH ASIN AND SGRATE PER DETAIL 6G SHEET C-0.5 -fi0 \ \ \ 2 ' 3Q CONSTRUCT 6" CURB & GUTTER PER SDRSD G -2, TYPE G ® REMOVE EXISTING FENCE/WALL - INCLUDING FDOIING - VERIFY TIMING NTH CITY ® CONSTRUCT ATRIUM DRAIN PER DETAIL 9, SHEET C -0.4 ` 3w \ Q7 SAWCUT AND REMOVE EXISTING CURB & GUTTER /CURB /SIDEWALK/PCC /AC ® CONSTRUCT PARKWAY CULVERT PER APWA STD. PLAN NO. 151 -2, S PER PLAN rA CONSTRUCT THERMOPLASTIC "NO DUMPING - I UVE DOWNSTREAM" - \ 228 46 rs \ CONSTRUCT FULL-DEPTH DEEPUR AC PAVEMENT PER DETAIL 11, SHEET C -0.4 - MOD. ELEVS. PER PLAN STENCIL TO BE APPROVED BY CITY PRIOR TO CONSTRUCTION - SEE DETAIL 2, SHEET C -0.5 8Q 29A CONSTRUCT 6" ROLLED CURB & GUTTER PER SDRSD G -4, TYPE B ® INSTALL DRAINAGE STRUCTURE GATE PER SDRSD D -15 AT BOTTOM OF WALL - \ e.,z EDGE w x Q CONSTRUCT ALLEY APPROACH PER SDRSD G-17, W =30', R =25', R =15' (MOD. PER PLAN) MODIFY SIZE AS REWIRED TO FILL AREA BETWEEN WALL AND EXIST. V -DITCH \ I zzzn rc \ zs8 Fs O �B CONSTRUCT ROLLED CURB TO GUTTER TRANSITION 10 CONSTRUCT CURB RAMP PER SDRSD NO. G-27 THIRD G-32 AND DETAIL Z SHEET C -0.4 4 CONNECT TO EXISTING P.C.C. CHANNEL THROUGH CHANNEL WALL 21' f0 zzin Es \wA - TYPE PER PLAN - MODIFED BY INSTAWNG A 3'x4' TRUNCATED DOME TILE AT ALL RAMPS 29C CONSTRUCT GRASS -PAVE PER LANDSCAPE PLANS DETAIL 4, SHEET L -2.12 2 z5.1 Pcc I \ 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 (OR APPROVED EQUAL) CONS U T SUEVE I DRA�IN�E= �ETAIA 4y, SyH TT 0-0.4`x^ \\\\\ \\ \ 2 z4.93 D z o ez , s JgIN EXIST. \ 16 TC © CONSTRUCT DGWPATHIP NTH HEADDERSPPER PLAN LANDSCAPE SHEET L-2.1 DETAIL 2, SHEET L -2.3 31 CONSTRUCT 6° PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 TRUCTIS4 NPC.C. CUTHAOFFEWALL AT END OF P.C.C. CHANNEL addendum /4 29 34 TR REMO zz 4e rs zzzss a 28 3 Eo wnlK . II 1 ECT TO EXISTING P.C.C. CHANNEL THROUGH CUT -OFF WALL s, 6.27 FL CAP AND FULLY REMOVE EXIST. PUMP STATION AND APPURTENANCES MATCH LINE -SEE BELOW RIGHT addendum y4 ` \\ \ zs za NFL A.C7 3 0 �••� }•�••�•• -• • 1• ••�•• '..�I I� z so EXIST. 30' ROAD �11 \ • ° •° \ C vs \ m m EASEMENT TO CITY I I 15 \ a °•1 M765 Fa S 3' 53 F5 wA x PER 2622/115 AND \ 8'w 3545/331 O.R. I I °m •6 • z 6.9 \\ \ E \ �� 227.95 TIC 165.67 TF 6.6 FL zzzz 227.45 FL \ I I I I \ 1 168.8 TOP H' • EXIST. SEWER LINE zzs9s n a\ 1 \ s m UMITS D TE ATE 4 I PROP. WATER UNE \ TO BE REMOVED \ c zzzsl TIC >_� e 166.8 P�VV °1d" ` 7C �' 2Y7 q1 N EASEM T RASPY RS z I PER SHEEP C -3.2 \ \ PER SHEET C -3.1 e 27 47 rs \\ PER DO . 012- 020393 97• REC. 04' 6 1 I PROP. SEWER LINE ° a ` _ M.H 18 . 6 -FOOT E I£ z7s7 TuH \ 7AIL -- / / ffi g I rnS EASEME TO 68.95 FS a • / , \\ 228. 1 TC ? A.0 7 W \ LL PER DETAIL 1, O '' . 1 nz74 rs 1x ET SS2 z s9 LANDSCAPE PLANS 1 I } e.a7 Tc Z 2/L -2.10 16 F 67.0 F I ; TYPE MIT # 10630 -G 173.33 TW / 1168. 8 FS 9 2R MA%. 167.0± FG f IST1 @EWER I 122811 TC 5' CROSS SLOE PROP. WATER LINE 165.67 TF / 11 �\- - PER SHEET C -3.2_ ' � _- - -_ - - -_ _ - - - -_- a9 ° PRaP. -We ER uN� I RW l Z fis.z Fc 6 9 I(I EASEMENT To f S � PER DRANNC- -L I F :\9) 1 1 I Rw I I a O 8 X g ` I 1 THE CITY OF EfICINI S SEJPA RW -1 - _ - - - _. m Z 7 Dw •-{ F 1 I (� I PER DOC. • IT TO RW -5 M PROP. W TER LINE -- - I I 1 as re Z G s I I I REC I s I'- • S PER R NG I �f7 R ffi I 1 1 w n SDWD -1 zz F I v4 rs Y z .zz eoc WALK 4 4: 0 ,b W D ffi I I I I 174.00 I - °• (� 2 .sz FS 167.0 TO I q 1 22275 TC °w I 3 • 1 I '.• 227.25 R w w w 166 S F I / I° EXIST. X R, I I I I •1 II EASEMENT TORCITY 21 E A I \I 1 .0 FG I PER 2622/115 AND �� 69. 3 F 345/331 +• � _ � i I $ .45 1ss:4 1 II 1 11 i 2 - -- -- c - ,'./ II zii os 64.0 INV 167.15 FG $Q 3 • • II I TG I -� I s _ _ _ 66.SS�F PP. 245811 - _ 468.68 P _ 1 w. $U • 165. 7 TW EXIST. GAS UNE 227.90 `V 8.13 31 " °o0 00 I 164. 3 TF I zv.7d Fs zza I E 2z2 so • I I I 168'29 F� I TO BE REMOVED BY GAS CO. zzvze rc - 1 gaO a I I I 167.5 TGtl PROP 1YA LIN p 1 167.4 FG a I I 1 1 1 I PER KET -3.1 12 FG 226.91 2Za0 227. TC 167.1 TG • 11 n 221. TF 4 N 9B 165.4 INV ° I I I I d 168.2 FS 1 1 7 s - s. (2zi.Io)* I3 X I _ I a PRIVATE SEW ER EASEMENT ® 6" III m PROP. SEWER LINE - s • •£ I I I A I TO RASPY GROWERS $ x PER SHEET C -3.1 167.0 FG a 31 I 1 PER DOC. 2012- 0203930 169.0 ew ew w f z 7 rc DOG PARK • I I I REC. 04/06/12 addend�i I 3 223.80 TC 10 z 7. e 167.1 FG I I u 223.30 FL - 226.90 FL 1 .w n BI . #4A AND B DIN I / 13 -s.9s rs ze3 I I WALL PER 1 / 1 (227.06) FS , - 226.62 FS HEETS I DETAIL 2, •.; / 225.78 FS zzzs'.FSS CBA - SHEET SS2 APE ao Fs au T IN P Q FS FS AND A -9.1 TO L I CHANNEL C T FF WALL ' + I', B C PLANS DETAIL £ ° I / .36 fL ...e, S FOR CONSTR CT 1s6.2 FG a41 I t63.D± Fy- RIFr I2A -z10 •� 166.75 FG 11 166.33 TW IPERMIT •y,`, 1 / WARWICK �227 16 �a. rc 227.16 ` 226.66 FL 9B I 1 66.7 S L Ik 10630 -G 30 ` (226.82]• FS I 2% �c zzJe ± I N2.33) F I 11 �/ 167.297FS EX T. DOT WIDE I 162.33 'r I 173.33 7W 7 �' F I z 167.7 FG I I I 1 . 1 EASEMENT TO zz 9s Fs 2'L .03 TIC I 166.33 IT 166.2 G I I I RASPY L`R•WERS c.v. (228. NFS a7 Fe I 11 167.50 FS zzs.a7 cc ns.ee FS D.w. 3 WALL PER I I �•• ••• • • �•• ••� AP CURB RAMPS ARE RED D T HA A P wER POLE 1 1 zzss F DETAIL 3, I MATC LINE -SEE ABOVE LEFT 4'x4' LEVEL (MAX. SLOPE EXCE GUY NRE SHEET SS2 I I I @ I��yy 21� AT TOP AND BOTTOM RAMPS. 1 zzzz RsJgN E%IS PLANSADET LPE i 1 • -. 9a II Il \ 111 1 2z673E 226.90 1 I I I ii Y1 Q ziss3 Fs 226 ,M 58Y 1 Z_ 2 T Fs PERMIT M I I ' NOTE TO CONTRACTOR: Ci W 1 10630 31 ° ^ I 1 I A TH MASONRY WALL PP i os97 1 j I I P 3' N SCAPE PLANS /\ CONTRACTOR TO VERIFY INVERT WORK ELEVATIONS MARKED ssa Es W " TUTU °•° IN A FIRST ITEM OF NARK AND N RFY CIVIL ENGINEER IMMEDIATELY OF ANY q ANCY I Q I PRIOR TO START OF CONSTRUCTION. l / _ DOG PAR4. I addendum /4 226,50 rs 1 BASE BID IS FOR GRADING AND INSTALLATION OF STORM DRAIN AND UTILITY SCALE: 1' =10' INFRASTRUCTURE FOR DOG PARK AREA AS SHOWN. BID ALTERNATE /4A DETAIL "B" / \ AND /48 WALL BE FOR CONSTRUCTION OF DOG PARK PER LANDSCAPE PLAN BID ALTERNATE #4A AND #4B - SEE �. SCALE: 1 " =10' ' , SHEETS LBA -9.1 TO LBA -9.6 (SHOWN SCREENED BACK). SHEETS CBA -8.1 TO CBA -8.2 0 10 20 DETAIL "A° UNDERGROUND SERVICE ALERT SCALE: 1 " =10' SAN ELIJO JOINT POWERS p. °EE =r1axV PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL • AUTHORITY e,��'ea A•ao,Af% LAID SCALE: 10=10' o e �T ENGINE VEYNO 81 I 0t ~0 NT�31 -13 = SURVEYING 04/09/12 TWO WORKING DAYS SIGN alva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �aEOV�°°w LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REVISED RE AT SAT Cory AVE. 1o/n/13 LOCATION: EN Oq9 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR ADDED Tw DEVnnorvs AT corvces9orv/RlsmoaM BLOC os /oe /IZ LocnnoN: ATDLE CF I as w FI cx DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 =G RE & AG3N IN SV OR 6IM SrWTA HORIZONTAL /�/ 3,+ qA� 1 Nx � &M�NIOJ AVE. \J��k `1 VTOe.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.16 SHEET30OF 201 CAKE Fl1esVoM46.20 Hall - Enanlbs\C WC- 1_17.(Mg, 101171201310:39:14 AM, 12:U PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D D v m N m U x U z ao �M QN n o � c v� amp °Oa n .4 � o CU H� ^1 Q N lWll Zo�'o o�mE w ¢ ��aw 91. I PROFILE SCALES: HORIZ.: 1 " =20' VERT.: 1" =4' \\ Ensil1 K)m.6Y41 ( millF1 pX111111 /)dill Ii m7F1 IN iffFZF1 NOTE TO CCNTRACTOR: CONTRACTOR TO VERIFY ELEVATIONS MARKED WITH 0*0 AS A FIRST ITEM OF WORK AND NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY PRIOR TO START OF CONSTRUCTION. \ \ \ - - - -- - - -- - -- 2 -- _ -vv - � 1r - - 11 110.r w Pw Fw —�cR t0:E3 -Tl9w rew 214.83 1W rvw 3 1 R 2Ti'i YT1__ * 223.50 TW I 157. 204.90 TC 2091 TC 213.66 TC P1 218.56 TC T 205.5 FG N'LY 209 0 F- N'LY 21,}.0 FG N'LY 217 5 FG N'LY ITT OM MAT -- --- - - -12" ACP war - - -- - - -- -- — - -iz AcP war---- - - - - -- - - -iz' P wAT- - - - -- Z\ isa as rc \ \\ X 1 1 — 204.1 EP 208.95 FG - x —�- 227.03 226.53 Z \ \ 21032 P 21517 � r (426.69 i UIRED FOR 0 AI 20544 FG D 4 G I \ L PER E SHEET C -0.3 + 216.94 F I JOIN EXI \ SH E 1, - rT 211.88 EXIST ✓1WAlE aLIN 7 I 228.E \� AN LAND 2 G 212.5 NG I a sn,� \\ PL NS DE AIL P R UNE °' \ SEE UCT. PL S N 2 -2.10 P DR NO L�� a 1 C \� DETAIL 1/ 2 PE MIT N WARWICK SEJPA 1 2 A D LAND E 10630 -G TO RW -5 SEE DETAIL nA "' PLANS DETAIL 2/L -2.10 p /C . ON SHEET C -1.16 6 7 PERMIT 9 10630 —G WARWICK /'1 V C (PUBLIC) I C.L. FEN 1 1 I ( 16' MIN. ACCESS /y GENERAL CONSTRUCTION NOTES SECTION AA -AA NOT TO SCALE ELIJO JOINT POWERS SECTION BB -BB NOT TO SCALE III IT rAFRST TO CONTRACTOR: Q1 CONSTRUCT MIN. 4" AC /6" CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER SWTITFRLY UMITS OF PAVEMENT IN FIELD AS " Q CONSTRUCT 6" CURB & GUTTER PER SDRSD G -2, TYPE G ITEM OF WORK. CITY WILL VERIFY AND VE UMITS OF WORK PRIOR TO CONSTRUCTION. CONSTRUCT FULL-DEPTH DEEPLIR AC PAVEMENT PER DETAIL 11, SHEET C -0.4 - -- 1© CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 2i - REEG ADE 15 PROTECT IN PLACE NOTE TO CONTRACTOR: TO JOIN CONTRACTOR TO VERIFY ELEVATIONS MARKED WITH SCALE: 1 " =20' IF REQUIRED ® CONSTRUCT 3' -0" P.C.C. V -DITCH PER DETAIL 5, SHEET C -0.5 10' AS A FIRST ITEM OF WORK AND NOTIFY CITY I MEN" ® REMOVE EXISTING FENCE/WALL - INCLUDING FOOTING - VERIFY TIMING NTH CITY IMMEDIATELY OF ANY DISCREPANCY PRIOR TO START 0 2D 40 OF 29B CONSTRUCT ROLLED CURB TO GUTTER TRANSITION CONSTRUCTION. PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C TAA I I AUTHORITY �S9f,�w0 A 4, 9f% CARL LL: o ENONEERNO 8 II �T9 LAND /� SURVEYING f � 04/09/12 CD t THO WORKING DAYS SIGN clva 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 DoE CUU'�°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU Die CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ILU NAM ADDED 11E AT NS AT Cory Ave. 1o/n/13 LOCATION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR AOOeo Tw Devnnorvs AT corvcesslorv/ResmoaM BLOC ofi /oe /IZ LocnnoN: ATDLE CF O4 IN w cx DATE: 04 09 12 ENCINITAS COMMUNITY PARK 10630 =G MOUE 6 OR IN SW RR 6 IM SrWTA HORIZONTAL DATE: �,+ qA�A Nx� FE &M^OONIOtl AVE. \J� li.. `1 Y'VCe.— R.C.E. NO.: C-23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE GRADING PLAN C -1.17 SHEET31 OF 201 CAKE FflsWIANRI Hall - EnGnivNACyl3 W C- 1,17.(Mg, 101171201310 :0:11 AM, 12:2 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D me Now v m N U x U Z ao �M QN r QN� Jv� omp °Oa �', .w roN U H� ^1 N Zo�'o 0 C)m� w ..¢ h p� l GALL: �J e>11 I TWO WORKIN5 DAYS 0 BEFORE YOU DIO CHANGE NO. I DESCRIPTION P ,A) SCALE: 1' =20' mmr:::� 20 40 APPROVED I DATE A- 6 L1 Ir Y ELIJO JOINT POWERS STORM DRAIN LINE /CURVE DATA O BEARING /Q R L AO N4849'S8°E - 143.90' OB 19'20'00' 300.00' 101.23' © N67'49'5rE - 132.87 \1 PROP. S.D. - SEE PRE J.S. A. 4+60.70 R ?I -19EE STORM DRAIN CONSTRUCTION NOTES 15 PROTECT IN PLACE ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 332 -2 51 CONSTRUCT 54" R.C.P. (D -2000) STORM DRAIN, BEDDING PER MANUFACT. SPECS. ® CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 320 -2 ® CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 320 -2 - MODIFIED PER DETAIL 3, SHEET C -0.6 ® REMOVE EXIST. 54' C.I.P. STORM DRAIN AND APPURTENANCES ®9 CONSTRUCT PIPE COLLAR PER SDRSD NO. D -62 TRADING SHEETSk S k 7'�>0 6 EXIST. 54° C.I.P. S.D. PER CITY DWG. W.P. #36915 \ \ 7 >� 4 xI D. C.O. v X5 �3 E.C. 1 \ \\ STA. 2 +50. 3 - - - -- — 34 =e+.P. so - r W /CRC. COLLAR C -3.2 AIL, k76-6 1� 6 \ \ - CISE GRADING SHEETS \\ \\ \\ \ \ \\ A- \ 10 TEI TION AR \169.5 FG\ \ \\ \\ \\ \ \\ \\ f_ R. ,.:. III R LINE' PROP. WATER UNE REF: AS -BUILT DWG. W.P.#369 LINE cr �o. o PER DRAWING \1 \ '\ 1\ ..,. L It DRA NO 1 10.00 I 1 I 1 I 1 1 1 4 .1 1 II 1 \ 1 1 \ 1 \ % \ OP A L \ \ R -5 'I 1 II 2 EA SH \ PE W1N \ 7 1 '1 11 1 I TER 1 I II \ \ \1 \\ \\ \\ \\ \ \\ P PE RA IN \\ 11 \ \\ II \ k 121^, \, \ \. \ \, \ \ \ - r I ! PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT UTHORITY ++ "0 ° qf% CML o e' ENGINEERING �9 LAND 31 -13 � � SURVEYING � 04/09/12 SIGN rpgppM� 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT ILU DESCRIPTION N: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO ENDED: APPR LOCATION: MI DLE OF OR IN N C OJ F 16 DATE: 04 09 12 HORIZONTAL � udZ�3 , ENCINITAS COMMUNITY PARK MIDDLE 6 OR IN SIN RR 6 IM SrWLA ��,+,+ qA� V EE- OONTY A\E. � l%. `1 X\Ce.— R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: N26 29 I RICHARD A. MOORE, P.E. EXP.: 12/ 13 DATE DATE STORM DRAIN PLAN /PROFILE C -2.1 I PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA DRAWING NO. 10630 =G D v m m U x U z ao � M n v� Amp °x �', .w o U aN E C o�mJ w ¢ fors \ DW DW \ — n 0 PROP. WATER UNE PER DRAWING 1691 TOP 8- SO PROP. 2" METER & SERVICE LINE PER DRAWING SDND W10 -150 C -1.3 BAND O EXIST. 1 -INCH ETER AT WATEF DR RA WERS AT 425 RUBENSTEI VENUE, AND ONNECT N 1 -INCH LINE KIST�PLUMBI G AS REOJ ED. R ON r ow 1 if PROP. FIRE HYDRANT PER DRAWING S 0-150 I III G.B. MR DW ow Dw 7R$ It ■ PROP. SO TYP. SEE GRADING PLANS EXIST. GAS UNE (ABANDONED BY GAS CO.) TO BE REMOVED BY CONTRACTOR I 4.251NV— — — — — — — — — — — J 162.95 INV 1 / •01 � 1 MATCH LINE - SEE SHEET C -3.2 SAN ELIJO JOINT POWERS C dV EMT. GAS UNE W (ABANDONED BY GAS W. TO BE DIVE IDi.Dainv� 0 PRIVATE'SEWER E SEM TO RASPY GROWS PER DOC. 2012- 0203930 REC. 04/06/12 0 OQ / \a Q \\ EXIST. 12" RECL WATER TO BE REMOVED /ABANDONED PER DRAWING SERA RW-1 TO RW-5 0* PROP. RECL. WATER UNE PER DRAVANG \ a PROP. WATER UNE PER DRANNG �to/(z 151.25 PLUG / \ 161.8 -I (\ ` \\ \PRO\. 0.Y?ER\ORA NG C. NV \< \ \ \SEERA\ W-V RW -5 \ NV \\ \ \ \� \ \\ \ \ \ \��E�OR40NTINUATI i X16081 TOP 6' SEW ZZ 161 BTM 4" SO trots' Nv® \ \ \ \ \\ \ \ \\ \\ \\ I ''A \ \,\ CONSTRUCTION NOTES WATER NOTES 71 INSTALL END CAP & BLOWOFF, CUT & PLUG PER WAS WP -04. SALVAGE & RETURN EXIST. 12 GV TO WATER DISTRICT. © ABANDON EXIST. WATER LINE ® CONSTRUCT 1' PVC, SCH. 40 WATER UNE, BEDDING PER WAS W -02 ® CONSTRUCT 2' PVC, SCH. 40 WATER LINE, BEDDING PER WAS WP -02 (RECLAIMED) ® CONSTRUCT 1/2' PVC, SCH. 40 WATER UNE, BEDDING PER WAS W -02 © CONNECT TO BUILDING WATER © REMOVE EXIST. WATER LINE/FIRE HYDRANT ® CONSTRUCT 1 -1/2' PVC, SCH. 40 WATER UNE, BEDDING PER WAS WP -02 (RECLAIMED) CONSTRUCT 2" PVC, SCH. 40 WATER UNE, BEDDING PER WAS WP -02 ®0 PROVIDE PVC SLEEVE FOR WATER LINE IN LANDSCAPE AREAS SEWER NOTES 81 CONSTRUCT 4' PVC (SDR 35) SEWER UNE, BACKRLL PER SDRSD SP -2 ® CONSTRUCT 6' PVC (SDR 35) SEWER UNE, BACKRLL PER SDRSD SP -2 ® CONSTRUCT SEWER CLEANOUT PER SDRSD SC -1 ® CONNECT TO EXIST. SEWER ® CONNECT TO BUILDING SEWER ® CONNECT TO SEWER LATERAL ® CONSTRUCT BLANKET PROTECTION FOR PIPES PER SDRSD SP -3 ® INSTALL BACKWATER VALVE (CLEAN CHECK, INC OR APP'D EQUAL ") W/VALVE ACCESS BOX ®9 CUT AND CAP EXIST. PUMP STATION & APPURTENANCES ®0 REMOVE EXIST. FORCE MAIN 91 CAP & PLUG FOR FUTURE CONNECTION ® CONSTRUCT 8" PVC (SDR 35) SEWER LINE ® REMOVE EXISTING MANHOLE 641 CONSTRUCT SEWER MANHOLE PER SDRSD SM -01 •* VERIFY WITH PLUMBING ENGINEER DRAWINGS PROP. 1-1/2" RECLAIMED METER & SERVICE LINE PER SEJPA RW -1 TO RW-5 \a \ NOTE TO CONTRACTOR \ VERIFY EXACT LOCATION AND INVERT OF BUILDING \ SEWER P.O.C. AND LOCATION OF BUILDING WATER \ P.O.C. WITH PLUMBING DRAWINGS PRIOR TO \ CONSTRUCTION AND COORDINATE INSTALLATION. \ m NOTE TO CONTRACTOR: \ ADD TEMPORARY DIRT OVER EXIST. PIPELINE WERE \ \ CONSTRUCTION TRAFFIC WILL BE CROSSING LIVE WATER \� LINES. PROTECT EXISTING METERS UNTIL REMOVED. NOTE TO CONTRACTOR: 1. DO W1 WT ASBESTOS CEMENT PIPE 2. PROTECT EXISTING WATER METERS UNTIL THEY ARE ° REMOVED. 4 \ \�\ PROP. STORMFILTER - SEE GRADING PLAN / / / \�\� \\ \�T 1RNIN PELd� ( \ —SEW— SEWER LINE (PER DWG 10630-1) FOR i0 INV GA 0� TOP 6" SEW mpmmp f\'R • gyp" MATCH LINE - SEE SHEET C -3.2 PUBLIC WORKS / EXIST. 54" RCP STORM DRAIN / \ / - PROTECT IN PLACE / \ orl ON / / \ SCALE: 1" =40' \ • / 08 1591 BTM 54" SD THE 511E WILL NOT CONVERT BACK TO DOMESTIC 0 40 80 158.21 TOP 8" SE WATER WITHOUT DEN OR CDPH (CAUFORNIA DEPARTMENT OF PUBLIC HEALTH) APPROVAL PLANNING AND BUILDING ENGINEERING I ENCINITAS FIRE DEPARTMENT GALL• FAUIKVKIIT �`e. -009"o r "� CIVIL o e' ENGINEERING 8 I �T9 LAND V1T>- `31 -13 - • SURVEYNO 04/09/12 TWO WORKING DAYS SIGN D,va 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 BEFORE YOU DI6 �Of tlM" LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION : OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD E APPR LOCATION: AT ENONTAS OHS S1 ON TOP CF DATE: 04/09/12 - HORIZONTAL ud?I1 _ ENCINITAS COMMUNITY PARK MIDDLE OF OR IN SW C R OF INT SANTA V FE & Me00NNON AVE , 3 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL R.C.E. NO.: C -23971 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE UTILITY PLAN C -3.1 SHEET33pF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D 0 �• 40 v m x U WNz ao � M � � c v� omp °x n .4 r00 U z uj U ¢N E 0 z v � � LEGEND \ \ —RAN— RECLAIMED WATER LINE \ \ \\ °•. —DW— DOMESTIC WATER LINE \\ \ \\ \ \\ \ —SEW— SEWER LINE \ \ \\ \ \\ \\ —RW— RECLAIMED WATER LINE (PER SERA RW-1 TO RW-5) —pW— DOMESTIC WATER LINE (PER SDWD WIO -150) / / / \�\� \\ \�T 1RNIN PELd� ( \ —SEW— SEWER LINE (PER DWG 10630-1) FOR i0 INV GA 0� TOP 6" SEW mpmmp f\'R • gyp" MATCH LINE - SEE SHEET C -3.2 PUBLIC WORKS / EXIST. 54" RCP STORM DRAIN / \ / - PROTECT IN PLACE / \ orl ON / / \ SCALE: 1" =40' \ • / 08 1591 BTM 54" SD THE 511E WILL NOT CONVERT BACK TO DOMESTIC 0 40 80 158.21 TOP 8" SE WATER WITHOUT DEN OR CDPH (CAUFORNIA DEPARTMENT OF PUBLIC HEALTH) APPROVAL PLANNING AND BUILDING ENGINEERING I ENCINITAS FIRE DEPARTMENT GALL• FAUIKVKIIT �`e. -009"o r "� CIVIL o e' ENGINEERING 8 I �T9 LAND V1T>- `31 -13 - • SURVEYNO 04/09/12 TWO WORKING DAYS SIGN D,va 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 BEFORE YOU DI6 �Of tlM" LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION : OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD E APPR LOCATION: AT ENONTAS OHS S1 ON TOP CF DATE: 04/09/12 - HORIZONTAL ud?I1 _ ENCINITAS COMMUNITY PARK MIDDLE OF OR IN SW C R OF INT SANTA V FE & Me00NNON AVE , 3 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL R.C.E. NO.: C -23971 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE UTILITY PLAN C -3.1 SHEET33pF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D 0 �• 40 v m x U WNz ao � M � � c v� omp °x n .4 r00 U z uj U ¢N E 0 z v � SEE RIGHT u F \ \ \\ \ o \ \ \ \� NtINUAI \\ I EXIST. 10' ESMT TO SDID PER F/P 41441, 41442 Lt \ EXIST. SEWER TO I� v B I - ABAND. 177.1± BTM 4° SEW I I REMOVED v E %IST. 12L REC. WATER LINE 17y ± TOP 4° SD ` H \'g@ TO BE A�ppNDONED IN PLACE PROP. 1° METER & SERVICE BY CONTRACTOR PER DRAWING 4 EXISIf. 3 'ROAD SEJPA RW�I TO RW-5 ',M �'� \ ESMT P 2184/4 D SHEET C -3.2 IT ESMT PER 21841 EXIST. GAS TINE p (ABANDONED Y GAS CO.) la l TO BE REMO BY CONTRACTO ;I Iw T. 1 ql� .I PER F 41441, EXIST. 30" & 6" WATER i� EXIST. 12° WA R LINE (ABANDONED) \ VI TO BE AB ND NED Lq TO BE REMOVED AS IEQ'D 2 �a IN PLACE BY CONTRACTOR 4 �e S BY CONTRApCT PE SDWD WIOF15 EXIST. 16° WATER \ AND SHE T .2 TO BE REMOVED AS REQ'D \\ Iw BY SAN DIEGUITO WAT. DIST. *VERIFY WITH WATER DIST. \ PRIOR TO START OF WORK I rt- F— — EXIST. 30' ROAD & UTIL yg XIST. 4" ATER ESMT PER 2315/78 b - - ABAND. ti TO BE RE OVED p p 4' - AS -REQU -. BY CONTRACTOR _ _ EXIST. SEWER TO �\ BE PROTECTED IN PLACE EXIST. 12° WATER INSTALL END CAP BLOW -OFF BY CONTRACTOR SEWER MH IN \I \ ELIJO JOINT POWERS _ y J MATCH LINE - SEE SHEET C -3.1 • • / PROP. 8" SEWER \ \ PER DRAWING NO. 10630 -1 _ 162.54 2° SD / / �.--- _ - - - -- T\OP 8" SEW MH M3S �� ME M3 ' / M3 M35� M35 / ^-T\ SEW / / �� 4 SEW 1 1 .25 IN / / i i6 .84 INV \ / i 170.2± BTM 6 SD 81 164.6± TOP 4" 164.64 INV 1Va / I z / SEW .O. 16 C T1 \ _ - - -_\ y a i 172.53 BTM 4" SD �. 4\ - / \ / / 167.8± TOP 4° SEW 6 p \ II - I \ @5Ey C� 16 ?8 IN V . ( I I 170.93 BTM 1 " SD T L___L_ 70AI EW MIME 4" SEW / 170.50 INy I - -_ E -- I CONSTRUCTION NOTES WATER NOTES E BEWER VOTER _ q 71 INSTALL END CAP & BLOWOFFw CUT &PLUG PER WAS WP -04. 81 CONSTRUCT 4" PVC (SDR 35) SEWER UNE, BACKFILL PER SDRSD SP -2 SALVAGE & RETURN EXIST. 12 GV TO WATER DISTRICT. CONSTRUCT 6" PVC (SDR 35) SEWER UNE, BACKFILL PER SDRSD SP -2 © ABANDON EXIST. WATER UNE ® ® CONSTRUCT SEWER WT PER SDRSD SC -1 ® CONSTRUCT 1" PVC, SCH. 40 WATER UNE, BEDDING PER WAS NP -02 ® CONSTRUCT 2" PVC, SCH. 40 WATER UNE, BEDDING PER WAS WP -02 (RECLAIMED) CONNECT TO BUILDING SEWER 7® CONSTRUCT 1/20 PVC, SCH. 40 WATER UNE, BEDDING PER WAS WP -02 CAP & PLUG FOR FUTURE CONNECTION ® CONNECT TO SEWER LATERAL ® ® CONSTRUCT BLANKET PROTECTION FOR PIPES PER SDRSD SP -3 CONNECT TO BUILDING WATER ® INSTALL BACKWATER VALVE (CLEAN CHECK, INC OR APPI EQUAL * *) WI ACCESS BOX © REMOVE EXIST. WATER UNE/FIRE HYDRANT ® CUT AND CAP EXIST. PUMP STATION & APPURTENANCES - -� ® CONSTRUCT 1 -1/2" PVC, SCH. 40 WATER UNE, BEDDING PER WAS WP -02 (RECLAIMED) ® REMOVE EXIST. FORCE MAIN Q9 CONSTRUCT 27 PVC, SCH. 40 WATER LINE, BEDDING PER WAS WP -02 91 CAP &PLUG FOR FUTURE CONNECTION ® PROVIDE PVC SLEEVE FOR WATER UNE IN LANDSCAPE AREAS ® CONSTRUCT 8° PVC (SDR 35) SEWER UNE -- ® REMOVE EXISTING MANHOLE NOTE TO CONTRACTOR: ® CONSTRUCT SEWER MANHOLE PER SDRSD SM -01 VERIFY EXACT LOCATION AND INVERT OF BUILDING .� SEVER P.O.C. AND NG DRAWINGS OF BUILDING WATER / \ P.O.C. WITH PLUMBING DRAWINGS PRIOR BUILDING I TO ** VERIFY WITH PLUMBING ENGINEER DRAWINGS CONSTRUCTION AND COORDINATE INSTALLATION. A * ** NOTE TO CONTRACTOR: NOTE TO CONTRACTOR: ADD TEMPORARY DIRT OVER EXIST. PIPEUNE WHERE 1. DO W1 CUT ASBESTOS CEMENT PIPE CONSTRUCTION TRAFFlC WILL BE CROSSING LIVE WATER 2. PROTECT EXISTING WATER METERS UNTIL THEY ARE LINES. PROTECT EXISTING METERS UNTIL REMOVED. REMOVED. SCALE: 1° =40' THE SITE WILL NOT CONVERT BACK TO DOMESTIC WATER 'WITHOUT DEN OR CDPH (CALIFORNIA 0 40 80 DEPARTMENT OF PUBLIC HEALTH) APPROVAL ppOFE491 pp PUBLIC WORKS PLANNING AND BUILDING \ \\ EXIST. RW ESMT TO SEJPA PER F/P 1997 - 0156111 LEGEND Iao \ —RW— RECLAIMED WATER LINE —DW— DOMESTIC WATER LINE "'• \ \ \ \\\ `� `\\ \\ \� \\ —gW— SEWER LINE RW— RECLAIMED WATER LINE (PER SEJPA RW -1 TO RW-5) DW— DOMESTIC WATER LINE (PER SDWD WIG -150) \ \ \ \ \\ \ vy\ \ \ \\ SEW— SEWER LINE (PER DWG 10630 -I) \ \ \\ \ \\ \ \\ \ \ \\ \ PROP. RECL. WATER LINE \\ \ \ PER DRAWING \\ \\ I SEJPA RW -1 TO RW -5 PROP. WATER LANE •i. \ \ I� I PER DRAWING I \ I I I SDWD W10 -150 81 / 'A4, \� I ? EXIST. MH TO BE \\ PROTECTED IN PLACE \\\ III I I SEW C.O. 5a. / ,� \, \ \�. i2 1! I. / SEW C.O. u • \ \ \ \\ \ o \ \ \ \� Ie I I EXIST. 10' ESMT TO SDID PER F/P 41441, 41442 173.0± EXIST. 6" AND 26" WATER 0 173.5 B 4" S I - ABAND. 177.1± BTM 4° SEW � I REMOVED v 17y ± TOP 4° SD ` \'g@ AS REQUIRED BY CONTRACTOR PROP. 1° METER & SERVICE PER DRAWIN WD WI0 -1 \ \\ �'� \ EXIST. 30' ROAD & UTIL IT ESMT PER 21841 Q EXIST. 304 ROAD & UTIL ESMT PER 2315/78 — I I � ENGINEERING \\ \PROP. 1 -1/2° RECLAIMED METER \EXIST. 15' ESMT TO SDID ER FILE N0. 1711421 UNE "i \ _ 1BY I I �Q\ \,\ \___ -- I R EXIST. SEWER EXIST. WATER TO IDONED BY RDIML I DI PROP. FIRE HYDRANT PER DRAWING SDWD WIO` 150 \ \ I \ I I', II II 'fli q`s1 I I `\ ` IIIIII SEE LEFT FOR CONTINUATION ENCINITAS FIRE DEPARTMENT Gl -°lLL' HUIFIVKIIT �cN. -009"o r "� CIVIL o e' ENGINEERING 8 I 9 LAND ..+�yy� ++�� 31 -13 - • SURVEYNGI y 04/09/12 IIIIIIII THO HORKINs DAYS SIGN clva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°p cuu�°°• LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RAN DESCRIPTION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: AT ME OF OR IN NC ON F 16 DATE: 04/09/12 HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G MDUE AC IN IN AVE RR 6 IM SANTA FE & M*OONTY A RECORD FROM: COUNTY OF SAN DIEGO VERTICAL R.C.E. NO.: C -23971 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 I RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE UTILITY PLAN C -3.2 SHEET340F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA D 0 �• 4� v m N m a U U z a° � M a� n °Nc v� omp .4 � o F °o CU aN � o 'E zo =m ocm w ¢ EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN FRENKEN AT (619) 318 -6496 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES AS REQUIRED BY THE APPROVED SWPPP. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY AS REWIRED BY THE APPROVED SWPPP. CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS [SEE MITIGATION MEASEURE AIR QUALITY -11 CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL [SEE MITIGATION MEASEURE AIR QUAUTY -11 ONSITE CONSTRUCTION MATERIAL STORAGE TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMIUAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT UDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL. CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERMOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. MITIGATION MEASURE HAZARDOUS MATERIALS: THE CONSTRUCTION CONTRACTOR SHALL PREPARE AN EMERGENCY ACTION PLAN BASED ON THE POTENTIAL FOR UNKNOWN BURIED HAZARDOUS OBJECTS/FEATURES (I.E., USTS, PIPELINES) TO BE LOCATED ON THE PROJECT SITE. THE EMERGENCY ACTION PLAN SHALL ADDRESS THE PROCEDURES AND RESPONSE ACTIONS THAT MUST OCCUR IMMEDIATELY IF A POTENTIALLY HAZARDOUS FEATURE IS ENCOUNTERED BELOW GROUND DURING CONSTRUCTION ACTIVITIES. SPECIFIC SAFETY PROCEDURES AND ACTIONS SHALL BE BASED ON THE TYPE OF MATERIAL ENCOUNTERED AS DIFFERENT MATERIALS CAN REQUIRE UNIQUE RESPONSE ACTIONS. ALL DEH REQUIREMENTS REGARDING EMERGENCY PROCEDURES RELATED TO THE DISCOVERY OF A POTENTIALLY HAZARDOUS FEATURE SHALL BE INCLUDED IN THE PLAN, INCLUDING SPILL RESPONSE ACTIONS SUCH AS IMMEDIATE CONTAINMENT PROCEDURES AND EMERGENCY NOTIFICATIONS SHOULD AN IMPACT CAUSE A POTENTIALLY HAZARDOUS MATERIALS RELEASE. THE PLAN SHALL INCLUDE CONTACT INFORMATION FOR THE CITY PROJECT MANAGER, EFPD, AND DEH CONTACT PERSON WHO WOULD BE NOTIFIED IMMEDIATELY IN THE EVENT THAT A HAZARDOUS OBJECT/FEATURE WAS DISCOVERED ONSITE DURING CONSTRUCTION ACTIVITIES TIMING; THE EMERGENCY ACTION PLAN SHALL BE INCLUDED IN THE CONTRACTOR'S SPECIFICATIONS AND CONSTRUCTION PLAN PRIOR TO ISSUANCE OF CONSTRUCTION PERMITS FOR THE PROJECT. RESPONSIBILITY: THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF THE EMERGENCY ACTION PLAN. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THAT PLAN IF AN UNDERGROUND FEATURE IS ENCOUTERED DURING CONSTRUCTION. IF EMERGENCY MEASURES ARE REQUIRED, THE CITY MANAGER'S OFFICE SHALL BE RESPONSIBLE FOR ENSURING THAT ALL APPROPRIATE DOCUMENTATION IS COMPLETED THROUGH DEH. EMERGENCY ACTON PLAN: IN THE EVENT THAT AN UNKNOWN HAZARDOUS OBJECT IS DISCOVERED DURING CONSTRUCTION/DEMOUTION ACTIVTIES, THE CONTRACTOR SHALL CEASE AND DESIST ALL WORK, SECURE SURROUNDING AREA WITH CAUTION TAPE AND APPROPRIATE BARRICADES. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROPER AUTHORITIES AND VACATE AREA UNTIL SAID AUTHORITIES HAVE GRANTED PERMISSION TO CONTINUE WORK. MITIGATION MEASURE AIR GUALITY-1: A. MINIMIZE LAND DISTURBANCE TO ACTIVE CONSTRUCTION AREAS AND STABIUZE EXPOSED SOIL IN ANY AREA NOT CURRENTLY UNDER ACTIVE CONSTRUCTION THAT HAS BEEN DISTURBED THROUGH USE OF HYDROSEEDING, SOIL STABILIZERS, OR SIMILAR METHOD. B. MINIMIZE ONSITE STORAGE OF SOIL; CONTAMINATED SOIL SHALL BE DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPUCABLE REGULATIONS. C. STABILIZE THE SURFACE OF SOIL STOCKPILES IF NOT REMOVED IMMEDIATELY; WHEN TEMPORARY STOCKPILING IS NECESSARY, COVER THE STOCKPILE WITH PLASTIC SHEETING OR TARPS. D. USE WATERING TRUCKS OR CHEMICAL SOIL STABILIZERS TO CONTROL FUGITIVE DUST; WATERING /STABIUZATION SHALL BE SUFFICIENT TO PREVENT VISIBLE DUST PLUMES FROM OCCURRING. E. SUSPEND GRADING AND EARTH MOVING WHEN WIND GUSTS EXCEED 25 MPH UNLESS THE SOIL IS WET ENOUGH TO PREVENT DUST PLUMES F. MINIMIZE THE FREE DROP HEIGHT OF EXCAVATED SOIL DURING BATCH -DROP OPERATIONS (I.E., EARTHWORK WITH FRONT -END LOADER OR BACKHOE) SO THAT THE GENERATION OF DUST IS UNITED TO THE TRUCK BED. G. INSTALL GRAVEL BEDS AND WHEEL SHAKERS IN ALL DIRT CONSTRUCTION ACCESS ROADS TO REMOVE SOIL FROM TIRES OF VEHICLES EXITING THE PROJECT SITE; GRAVEL BEDS SHALL BE DESIGNED TO EXTEND 5 FEET BEYOND THE WIDTH OF THE ROADWAY WITH A MINIMUM LENGTH OF 20 FEET. WHEEL SHAKERS SHALL BE INSTALLED AT BOTH ENDS OF GRAVEL BEDS AND WILL EXTEND THE FULL WIDTH OF THE ROADWAY. H. SWEEP AND RINSE PAVED STREETS AT LEAST TWICE PER DAY OR MORE OFTEN WHEN THERE IS EVIDENCE OF DIRT THAT HAS BEEN CARRIED ON TO THE ROADWAY. I. REVEGETATE DISTURBED LAND AS SOON AS FEASIBLE; REVEGETATON SHALL INCLUDE VEHICULAR PATHS CREATED DURING CONSTRUCTION TO AVOID FUTURE OFF -ROAD VEHICULAR ACTIVITIES J. INSTALL PROJECT LANDSCAPING AS SOON AS CONSTRUCTION IN AN AREA IS COMPLETE TO MINIMIZE EXPOSED SOILS. TIMING; PRIOR TO GRADING, PERMIT ISSUANCE ALL MEASURES MUST BE SHOWN ON THE GRADING PLANS. MITIGATION MEASURES SUCH AS INSTALLATION OF WHEEL SHAKERS THAT CAN BE PUT IN PLACE PRIOR TO CONSTRUCTION SHALL BE COMPLETED BEFORE CONSTRUCTION ACTIVITIES BEGIN. ALL OTHER MEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITY. STORMWATER POLLUTION CONTROL REQUIREMENTS FOR GRADING CONSTRUCTION THE BMPS AS OUTLINED IN, BUT NOT UNITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK. CAUFORNIA STORMWATER QUALITY TASKFORCE SACRAMENTO. CALIFORNIA 2009. OR THE LATEST REVISED EDITION. MAY APPLY DURING CONSTRUCTION (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE ENFORCING AGENCY): BMPs SE -1 SILT FENCE SE -4 CHECK DAMS SE -7 STREET SWEEPING AND VACUUMING SE -8 GRAVEL BAG BARRIER SE -10 STORM DRAIN INLET PROTECTION WE -1 WIND EROSION CONTROL TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT EC -1 SCHEDUUNG EC -2 PRESERVATION OF EXISTING VEGETATION NS -1 WATER CONSERVATION PRACTICES NS -3 PAVING AND GRINDING OPERATIONS NS -6 ILLICIT CONNECTION/DISCHARGE NS -8 VEHICLE AND EQUIPMENT CLEANING NS -9 VEHICLE AND EQUIPMENT FUELING NS -10 VEHICLE AND EQUIPMENT MAINTENANCE WI MATERIAL DELIVERY AND STORAGE WM -2 MATERIAL USE WM -3 STOCKPILE MANAGEMENT WM -4 SPILL PREVENTION AND CONTROL WM -5 SOLID WASTE MANAGEMENT WM -6 HAZARDOUS WASTE MANAGEMENT WM -8 CONCRETE WASTE MANAGEMENT WM -9 SANITARY /SEPTIC WASTE MANAGEMENT NOTE TO CONTRACTOR: THE CONTRACTOR SHALL FOLLOW THE INSTRUCTIONS OF THE QUALIFIED SWPPP DEVELOPER AND QUALIFIED SWPPP PRACTITIONER IN REGARDS TO THE SCOPE OF WORK PERTAINING TO EROSION CONTROL AND THE WORK OUTLINED WITHIN THE APPROVED SWPPP. RESPONSIBILITY: THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF THE REQUIRED DUST CONTROL MEASURES. THE CITY ENGINEERING SERVICES DEPARTMENT SHALL BE NOTE: USE MONOFILAMENT GRAVEL BAGS ONLY. RESPONSIBLE FOR ENSURING THESE MITIGATION MEASURES ARE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES. AREA DRAIN INSTALL FILTER MEMBRANE PER CALTRANS CONSTRUCTION BMP HANDBOOK DOUBLE HIGH ROW NOTE: USE MONOFILAMENT GRAVEL BAGS ONLY. OF GRAVEL BAGS 3" MIN. OPENING - SEE BELOW 2 BAG MINIMUM GRAVEL BAGS (TYP.) BETWEEN BAGS AT TOP ROW 3c 3c \ / \\ A SECTION A -A 1 O GRAVEL BAG DETAIL (SE -8) O GRAVEL BAG AROUND AREA DRAINS ISE -10) �i \o N.T.S. STEEL CORRUGATED 0 0000000 NOTE: PLACE 4" PVC DRAIN PIPE IN EXISTING GUTTER FLOWLINE WITH A.C. RAMP AT DRIVEWAYS IF STREET CURB & GUTTER DRAINAGE FLOW IS BLOCKED. STABILIZED CONSTRUCTION ENTRANCE /EXIT (TC -1) 1� N.T.S. UNOtl a LINO s KVIC,e A ItKT SAN ELIJO JOINT POWERS pxurc = =�ar,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL AUTHORITY ;; +'E "� 4 °ooyf% CML o e ENGINE LAND 8 I �T9 LAND .�y+� V1T>- `31 -13 - CONSULTANTS SURVEYNO 04/09/12 TWO WORKING DAYS SIGN °���� 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'V°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOATION: DESCRIPTION : EC 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: AT ENCINITAS OF OR IN NC ON F 16 DATE: 04/09/12 - HORIZONFAL � ud?I7 _ ENCINITAS COMMUNITY PARK 10630 -G MDUE AC OT IN SIN RR 6 IM SANTA (� ��,+,+ qA� V FE & MACKINNON AXE. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE EROSION CONTROL PLAN - NOTES C-4.1 SHEET35OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /ETA W, 0 m U U z ao � M ¢N n v� omp N sx n _4 rooms CU Q N UO�o O�mE w ..¢ I�II J1 I J I �I I I �I II �I I 1 I 1 I QI' I �I .11 1 call w I I I I 1, 1, 1, 1 1 1 I 1- I I I I � I I , I NOTE TO CONTRACTOR: CONSTRUCTION ACCESS IS FROM SANTA FE DRIVE ONLY. zo W"I = ca ULu uj CQ C , C ENEMA 119MIKII0611-10I MIN 2 I rp ra ., 1' (p - -NSA 11 11 _��, Ri JIM� �� �1�11 � . •• .. RTTj 10 To RA CROWERS was ks� ME MATCH LINE SEE SHEET C-4.3 it .��� '�•!v�`���la�, \� � �► i \- SCALE: 1' =50' �N 0 50 100 NOTE TO CONTRACTOR: THE CONTRACTOR, AS PART OF THE BASE BID, SHALL • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, BE RESPONSIBLE FOR COORDINATING WITH THE HOMEOWNERS THE SETUP OF THE TEMPORARY 6 -FOOT CHAIN LINK CONSTRUCTION FENCE. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 6 -FOOT CHAIN LINK CONSTRUCTION FENCE W/PRIVACY SCREEN WILL FULLY JOIN WITH THE HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL TIMES DURING CONSTRUCTION TO PROVIDE A FULLY ENCLOSED YARD FOR THE HOMEOWNER. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, EXTEND (IN KIND MATERIAL AND CONSTRUCTION) THE EXISTING SIDE YARD FENCE OF EACH ADJOINING HOMEOWNER AND ATTACH SAID FENCE SECURELY TO THE NEW WALL PRIOR TO JOB COMPLETION. EROSION CONTROL NOTES 100 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS PER DETAIL ON SHEET C -4.1 (SE -8) 101 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS AROUND STORM DRAIN CATCH BASIN 8 INSTALL FILTER MEMBRANE PER CALTRANS GONST. BMP HANDBOOK (SE -10) k DETAIL SHEET C -4.1 102 CONSTRUCT GRAVEL BAG CHECK DAM (SE -4 OR SE -10) 103 CONSTRUCT SILT FENCE PER CBMP HANDBOOK DETAIL (SE -1) 1,0,4 CONSTRUCT STABIUZED CONSTRUCTION ENTRANCE/EXIT PER CBMP HANDBOOK DETAIL DETAIL (TC -1) AND SHEET C -4.1 LEGEND GRAVEL BAGS FLOW DIRECTION CONSTRUCTION FENCE W /PRIVACY SCREEN NOTE TO CONTRACTOR: CONTRACTOR SHALL HAVE ONSITE AT ALL TIMES THE APPROVED STORM WATER POLLUTION PREVENTION PLAN AND SHALL IMMEDIATELY NOTIFY THE QUALIFIED SWPPP DEVELOPER AND QUALIFIED SWPPP PRACTITIONER OF ANY SITE CHANGES NECESSITATING MODIFICATIONS TO THAT PLAN: LIM BRYAN CHOI, P.E. 949 -542 -7220 NAME: PH. NO.: 452: NAME: PH. NO.: i \ NOTE TO CONTRACTOR: THE CONTRACTOR SHALL FOLLOW THE INSTRUCTIONS OF THE QUALIFIED SWPPP O� DEVELOPER AND QUALIFIED SWPPP PRACTITIONER IN REGARDS TO THE SCOPE OF WORK PERTAINING TO EROSION CONTROL AND THE WORK OUTLINED WITHIN THE 6 APPROVED SWPPP. TOP NOTE \ THE CONTRACTOR SHALL INSTALL HYDROSEED AND BONDED FIBER MATRIX AS \\ DIRECTED BY THE CITY ENGINEERING INSPECTOR. \ 9� NOTE TO CONTRACTOR: CONSTRUCTION NOTE 101 SHALL APPLY TO All PROPOSED INLETS WHETHER SHOWN ON THIS PLAN OR NOT. 8 OF QUALIFIED SWPPP PRACTITIONER (QSP) ® \ \\ \ \ \ TO BE DETERMINED \ \v o` \ \v \ QUALIFIED SWPPP DEVELOPER (QSD) MCE CONSULTANTS \ \ \\ BRYAN CHOI, P.E. \ \ \\ QSD CERT. IT 00611 111 CORPORATE SUITE 210 RANCH, CA PH: 94 PH: 949 - 542 -7222 A 0 EMAIL: mailOmcecansultants.net SCALE: 1" =50' NOTE TO CONTRACTOR CONTRACTOR WILL INSTALL 6 -FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, mmr ::: � ALONG THE PERIMETER OF THE SITE WITH PRIVACY SCREEN. CONTRACTOR SHALL 0 50 1DO PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING CONSTRUCTION. THE LOCATION OF THE CONSTRUCTION FENCE SHOWN HEREON IS FOR INFORMATION ONLY. CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE PLAN TO THE CITY FOR APPROVAL PRIOR TO START OF CONSTRUCTION. SEE SHEET FOR NOTES AND BMPs LIST -4.1 FOR NOTES AND BMPs LIB UNOe�NO s KVlce r ItKT SAN ELIJO JOINT POWERS pxurss9�ar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CooALL' AUTHORITY ;; +'� "a A °ooyf% CML o e ENGINE LAND 8 I T�1 9 LAND N7F31 -13 - CONSULTANTS SURVEYNO �� 04/09/12 THO WORKING DAYS SIGN c,va 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 BEFORE YOU D16 ���• LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECD E APPR LOCATION: ATDUE OF S INS C IR 1� 6 DATE: 04/09/12 HORIZONTAL �u�_ ENCINITAS COMMUNITY PARK 10630 -G MOUE AC OR IN SV RR 6 IM SrWTA COUNTY A\E R.C.E. NO.: C -23971 RECORD FROM: OUNN OF SAN DIEGO VERTICAL 4109112 04/09/12 ELEVATION: 215.640 DATUM: NyGD 2g29 RICHARD A. MOORE, P.E. ERE.: 12/31/13 DATE DATE EROSION CONTROL PLAN C-4.2 SHEET360F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA 0 v m N m U x U Z ao � M Q N c 0mp N sx n ¢ m y U FpOV CU Q N UOno O =mE �cm w ..a � MATCH LINE -SEE SHEET C -4.2 _.._. _ \ \ \ • • !MITE OF � NOTE TO CONTRACTOR: \\ G DING CONTRACTOR WILL INSTALL 6 -FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, r \ ALONG THE PERIMETER OF THE SITE WITH PRIVACY SCREEN. CONTRACTOR SHALL 100 I 00* / \ \\ \ \ \\ PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING CONSTRUCTION. THE LOCATION OF THE CONSTRUCTION FENCE SHOWN HEREON IS FOR INFORMATION ONLY. 1 "' STA ING AR ` /\ , \ \\ \ \\ \\ CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE PUN TO THE CITY FOR APPROVAL MAIN IpIN OPEN ACCESS DI (ARE MAY B , \fir / 7 PRIOR TO START OF CONSTRUCTION. TO RA PY GROWERS TH I RECTOR'S \ \\ AT A TIMES \ 1 I ER ISSION) I \`\ \\ \\ \�\ NOTE TO CONTRACTOR: THE \ \ \\ \\ \ \ \\ e. \� CONTRACTOR SHALL INSTALL THE CITY ENGINEERING INSPECTOR. COVER BONDED FIBER MATRIX AS ❑ 1J�1'� a COVER STOCKPILE W/ PLASTIC TARP - \� \ NOTE TO CONTRACTOR: HOLD DOWN PLASTIC TARP W/ 1 ` /W DOUBLE HIGH ROW OF SANDBAGS — \ / i \ CONSTRUCTION NOTE 101 SHALL APPLY TO ALL PROPOSED INLETS WHETHER SHOWN ON THIS PLAN OR NOT. J �. / I •\ \ \ \ \ \ \` N AGL� SEE SHEEP C -4.1 FOR NOTES AND BMP9 LIST 101 I j / \ (\ \ \ \ \ \\ \ \\ \ \ \ \ \ \\ \\\ \\ \\\ \ NOTE TO CONTRACTOR: \ \\ \ \\ \ \ \ \\ \ \\ \ \,ypQp� IF THE CONTRACTOR, AS PART OF THE BASE BID, SHALL: \102 \ \`\ \ `!� ` \\ CONSTRUCTION HOMES,BERESPONSIBLE FOR COORDINATING WITH Ol \ \ \ \ \ \ \ \ \ \ \\ THE HOMEOWNERS THE SETUP OF THE TEMPORARY / \ 6 -FOOT CHAIN LINK CONSTRUCTION FENCE. IN CONSTRUCTION AREAS ADJACENT TO EXISTING 1 / \ HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 6 -FOOT CHAIN UNK 1001 / / \ \ \ \ \ i \ \\ \ \\\ CONSTRUCTION FENCE W/PRIVACY SCREEN WILL .`� \ \ \ \ \� �— \ \\ \\ FULLY JOIN WITH THE HOMEOWNERS EXISTING SIDE \ \\ \ YARD FENCE AT ALL TIMES DURING CONSTRUCTION TO PROMDE HOMEOWNER.A FULLY ENCLOSED YARD FOR THE T RASPY GROVE I I' \' _` �� \ / \ ^ \ \ \\ \\�\ •��Y IN CONSTRUCTION AREAS ADJACENT TO EXISTING BE HOMES WHERE REMOVEDANDA THE EWXWALL WALL ILL EXTEND X7 / \ \\ \ ` \ \�. \ (IN KIND MATERIAL AND CONSTRUCTION) THE �VU ' \ O a \ / / \ \\ \, \\ \ HOMEOWNER AND ATTACH ESAID FENCE SECURELY TO " —x L `III / �y / . — THE NEW WALL PRIOR TO JOB COMPLETION. • III \ SAMTPELIETNG ul ; \ / / MITS \ / �\ 1001.. /a \` \ WEST OF EX I I I I \ / / / / -- // \ \\ \ \ \ \\ \ VZ \ F i wov V AV vvvw A Sol c l � — — � � 1�1 �' � 101 RTH OFF !XIS CULVE 0 EROSION CONTROL NOTES O • _ \ 1 \\ \\ 100 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS PER DETAIL ON SHEET C -4.1 (SE -8) 101 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS AROUND STORM DRAIN CATCH BASIN & INSTALL III I \ \ \ \\ \\ FILTER MEMBRANE PER CALTRANS CONST. BMP HANDBOOK (SE -10) & DETAIL SHEET C -4.1 a 102 CONSTRUCT GRAVEL BAG CHECK DAM (SE -4 OR SE 10) 103 CONSTRUCT SILT FENCE PER CBMP HANDBOOK DETAIL (SE -1) 1 . 1 _ I , , • ®� • • • \\� \ \\ 104 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CBMP HANDBOOK F • I� / \ • • VIII \ \" \ DETAIL DETAIL (TC -1) AND SHEET C -4.1 SCALE: 1"=50' X 116 MATCH LINE - SEE SHEET C -4.4 05 ~0 LEGEND eeeeee� GRAVEL BAGS UNDERGROUND SERVICE ALERT FLOW DIREC11ON SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT 8 I AUTHORITY T NT�T9 3 1 -13 CML (i%LL CONSTRUCTON FENCE ENGINEERING SCREEN E NLAND • SURVEYNGy,e 04/09/12 THO WORKING DAYS SIGN 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE OF OR IN NC UJ F 16 DATE: 04/09/12 - HORIZONTAL � ud?IT _ ENCINITAS COMMUNITY PARK 10630 -G MIDDLE AC OR IN SV OOR 6 IM SANTA (� ��,+,+ qA� V FE & WOONTY OF jC.li.. `11'OCe.— R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE EROSION CONTROL PLAN C-4.3 SHEET370F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /ETA D D v m a U Z ao � M Q N n � � c v� omp °x �', .4 U �o� CU Q N Z Z E C 0�mJ w ¢ ��aw .IL•sommis• I 0 \1 �I I r „/ a IF alit I hl I C III\ 1114 I \I III I� ah \\ 11 �1 J � \ ® T1 / A \mac / / --�Z__ Q API. SSSSp •y'�400010 v I 1 1 1 I\ E NVIL IV UUIYIRHUIVR: CONTRACTOR WILL INSTALL 6 -FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, \ \\ ALONG THE PERIMETER OF THE SITE WITH PRIVACY SCREEN. CONTRACTOR SHALL \ \ \\ \ \ \\ PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING CONSTRUCTION. \ \ \\ \\ THE LOCATION OF THE CONSTRUCTION FENCE SHOWN HEREON IS FOR INFORMATION ONLY. CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE PUN TO THE CRY FOR APPROVAL \ \ \` \ \�\ • • PRIOR TO START OF CONSTRUCTION. M s NOTE TO CONTRACTOR: \ \ \ G N THE CONTRACTOR SHALL INSTALL HYDROSEED AND BONDED FIBER MATRIX AS \ \ \\ \\ \\ 10 \ \ \� DIRECTED BY THE CITY ENGINEERING INSPECTOR. \0 NOTE TO CONTRACTOR: CONSTR PLAN ON NOTE OR NOT. 1 SHALL APPLY TO ALL PROPOSED INLETS WHETHER SHOWN ON \\ \\ SEE SHEEP C -4.1 FOR NOTES AND BMPs LIST \ \V L- LIMITS OF` \\ GRADING � \\ 100103 \\ O NOTE TO CONTRACTOR THE CONTRACTOR, AS PART OF THE BASE BID, SHALL: • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, BE RESPONSIBLE FOR COORDINATING WITH THE HOMEOWNERS THE SETUP OF THE TEMPORARY 6 -FOOT CHAIN LINK CONSTRUCTION FENCE. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 6 -FOOT CHAIN UNK CONSTRUCTION FENCE W/PRIVACY SCREEN WILL FULLY JOIN WITH THE HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL TIMES DURING CONSTRUCTION TO PROVIDE A FULLY ENCLOSED YARD FOR THE HOMEOWNER. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, EXTEND (IN KIND MATERIAL AND CONSTRUCTION) THE EXISTING SIDE YARD FENCE OF EACH ADJOINING HOMEOWNER AND ATTACH SAID FENCE SECURELY TO THE NEW WALL PRIOR TO JOB COMPLETION. I 1 \ _ I 1 IN CONSTRUCTION FENCE EROSION CONTROL NOTES EXIST. CALTRANS FENCE 100 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS PER DETAIL ON SHEET C -4.1 (SE -B) \ 101 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS AROUND STORM DRAIN CATCH BASIN & INSTALL \ FILTER MEMBRANE PER CALTRANS OONST. BMP HANDBOOK (SE -10) & DETAIL SHEET C -4.1 102 CONSTRUCT GRAVEL BAG CHECK DAM (SE -4 OR SE -10) 103 CONSTRUCT SILT FENCE PER CBMP HANDBOOK DETAIL (SE -1) 104 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CBMP HANDBOOK DETAIL DETAIL (TC -1) AND SHEET C -4.1 iD 1 \� � WA f K I J 7u 10 •I � '� SCALE: 1° =50' LEGEND o so 00 GRAVEL BAGS UNDERGROUND SERVICE ALERT FLOW DIRECTION SAN ELIJO JOINT POWERS poFE =9�ap� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT (i%SILL AUTHORITY ;; +'E "� A °ooyf% E CIVIL . �� CONSTRUCTION FENCE g e W /PRIVACY SCREEN H�T ENGINEERING 8 I 9 LAND .�y�+� NT�31 -13 - SURVEYING SEE 04/09/12 THO WORKING DAYS SIGN clva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'�°°• LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE OF OR IN NC UH F 16 DATE: 04/09/12 - HORIZONTAL � ud?IT _ ENCINITAS COMMUNITY PARK 10630 -G FE 6OR IN SV. 6IM SrWTA �/,+� qA� V R & A\ElJ.. RECORD FROM: COUNTY OF SAN DIEGO VERTICAL R.C.E. NO.: C -23971 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE EROSION CONTROL PLAN C-4.4 SHEET380F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D D a m N m U U z ao � M ¢N n � � c v� omp N iGX j � o ro� CU Q N UO�E o�mE w ..¢ m=aw i LIMITS OF` \\ GRADING � \\ 100103 \\ O NOTE TO CONTRACTOR THE CONTRACTOR, AS PART OF THE BASE BID, SHALL: • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, BE RESPONSIBLE FOR COORDINATING WITH THE HOMEOWNERS THE SETUP OF THE TEMPORARY 6 -FOOT CHAIN LINK CONSTRUCTION FENCE. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, INSURE THAT THE TEMPORARY 6 -FOOT CHAIN UNK CONSTRUCTION FENCE W/PRIVACY SCREEN WILL FULLY JOIN WITH THE HOMEOWNERS EXISTING SIDE YARD FENCE AT ALL TIMES DURING CONSTRUCTION TO PROVIDE A FULLY ENCLOSED YARD FOR THE HOMEOWNER. • IN CONSTRUCTION AREAS ADJACENT TO EXISTING HOMES, WHERE THE EXISTING FENCE WILL BE REMOVED AND A NEW WALL CONSTRUCTED, EXTEND (IN KIND MATERIAL AND CONSTRUCTION) THE EXISTING SIDE YARD FENCE OF EACH ADJOINING HOMEOWNER AND ATTACH SAID FENCE SECURELY TO THE NEW WALL PRIOR TO JOB COMPLETION. I 1 \ _ I 1 IN CONSTRUCTION FENCE EROSION CONTROL NOTES EXIST. CALTRANS FENCE 100 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS PER DETAIL ON SHEET C -4.1 (SE -B) \ 101 INSTALL DOUBLE HIGH ROW OF GRAVEL BAGS AROUND STORM DRAIN CATCH BASIN & INSTALL \ FILTER MEMBRANE PER CALTRANS OONST. BMP HANDBOOK (SE -10) & DETAIL SHEET C -4.1 102 CONSTRUCT GRAVEL BAG CHECK DAM (SE -4 OR SE -10) 103 CONSTRUCT SILT FENCE PER CBMP HANDBOOK DETAIL (SE -1) 104 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CBMP HANDBOOK DETAIL DETAIL (TC -1) AND SHEET C -4.1 iD 1 \� � WA f K I J 7u 10 •I � '� SCALE: 1° =50' LEGEND o so 00 GRAVEL BAGS UNDERGROUND SERVICE ALERT FLOW DIRECTION SAN ELIJO JOINT POWERS poFE =9�ap� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT (i%SILL AUTHORITY ;; +'E "� A °ooyf% E CIVIL . �� CONSTRUCTION FENCE g e W /PRIVACY SCREEN H�T ENGINEERING 8 I 9 LAND .�y�+� NT�31 -13 - SURVEYING SEE 04/09/12 THO WORKING DAYS SIGN clva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'�°°• LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE OF OR IN NC UH F 16 DATE: 04/09/12 - HORIZONTAL � ud?IT _ ENCINITAS COMMUNITY PARK 10630 -G FE 6OR IN SV. 6IM SrWTA �/,+� qA� V R & A\ElJ.. RECORD FROM: COUNTY OF SAN DIEGO VERTICAL R.C.E. NO.: C -23971 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE EROSION CONTROL PLAN C-4.4 SHEET380F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D D a m N m U U z ao � M ¢N n � � c v� omp N iGX j � o ro� CU Q N UO�E o�mE w ..¢ m=aw I J' 7 ' I I 1� I I l� C IN L 17A 19E C2 S 17A 9E 4 ES E PARKING WARNIARNI NG SIGN I I I I II III '1 1 1 1 I I I I 1 I I I C _vim `j 1 I CURB LINE AND CURVE TABLES [SEE SHEET C -5.61 SANTA FE PLAZA !nl 19 U TYP ♦ LTOEI m S IYP- -Ew C127� -L91r 6 ".. y INSTALL PARKING b BUMPERS AT i 5' MIN. HEAD -TO -HEAD 19 U TYP ♦ LTOEI m S IYP- -Ew C127� -L91r 6 ".. y INSTALL PARKING 18 BUMPERS AT 5' MIN. HEAD -TO -HEAD CURB RAMP PARKING STALLS (TYP.) 1 1 C112 L1 CI ® 16 I 1 \� el Ct I�m ° C4B X 'is + L Jr1 GO COORDINATE POINT LIST [SEE SHEET C -5.3 FOR HORIZONTAL CONTROL NAP] 3 POINT NORTHING EASTING POINT NORTHING W CONTROL HARDSCAPE /FIELD CONTROL Z 994 56206.98 46910.37 1108 56842.70 W 995 56824.14 46579.50 1109 56993.25 996 58460.79 43070.07 1110 57489.93 997 58461.15 44430.18 1111 57489.70 998 56577.92 47137.79 1112 57309.70 999 56050.23 47381.74 1113 57309.93 :LI 1114 57269.10 Lu BUILDINGS 1115 57544.0 1000 57193.85 45413.86 1116 57238.660 1001 57210.2 45436.71 1117 57237.32 1 1002 57186.662 45453.27 1118 57329.84 1003 57170.45 45431.41 1119 57235.38 1004 56727.36 46238.74 1120 57242.86 1005 56748.17 46258.46 1121 57227.62 1006 56728.17 46279.04 1122 57133.17 1007 56707.92 46259.70 1123 57040.65 1124 57135.10 1125 57800.03 1126 56809.28 1127 56791.96 /- 1128 56710.18 1129 56686.15 1130 56711.33 \- 1131 56699.79 1132 56635.80 1133 56490.25 1134 56637.67 1135 56424.01 SCALE: 1 ° -50' 1136 56276.60 1137 56243.91 - -� - -� 1138 56451.70 0 50 100 1139 55921.18 1140 56978.13 1141 57167.40 1142 57004.46 1143 56815.20 \\ r 8 �\ C\ h ��1Ct Uk CI31 E& \ �:�' cs6 rykom 815.00 0 041`��,c¢� \ 9 o �t 16 Ctt 19 A9y0' •U1 ®CB CI62 19G C78 \ 0 cn6 9D 19 `\ O a Q/ 19G M7c 79$ 074 CI63 LINE - SEE SHEET C -5.2 CONSTRUCTION NOTES 16 CONSTRUCT H C ACCESS SIGNS SDRSD M28A & M288 - SEE LA PLANS FOR VAN I LEGEND FIRE PAINITLTOP AND FACE OF CURB RED (19G) EASTING SEE DETAIL 1, SHEEP C -5.4 45147.57 ADA WARNING OR FIRE LANE SIGN 45312.18 45301.31 45601.31 THROUGH LANE ARROW (19F) 45601.18 45301.18 45671.64 45516.08 45413.53 45755.35 - 45873.42 45947.44 45829.37 ° 45953.75 46027.76 45909.69 INSTALL PARKING 45800.69 ALL CURB RAMP AHDI mrE Nlx 45835.68 • i BUMPER AT LOADxc AIEA OVP.) 45766.03 46206.58 ao PARKING STALLS STR PNG SOLID ER ADA SIDS. 45847.37 45808.65 46069.90 a 46285.59 46220.97 45850.30 45999.86 VAR IES 46210.46 IF 5' MIN. ADA PARKING SYMBOL 46060.90 46018.67 CURB RAMP PARKING 46577.32 46819.98 45854. 50 BEE Ott OFFS,REET PARMNO SIDEWALK WITH 46087.27 NOON Immuk Bm. T ENHANCED PAVING 46219.75 OR LANDSCAPE 45986.99 n 4" WIDE STRIPING LOR RETE CURB 15" INSTALL PARKING RB (1 2° MIN. BUMPER AT T18 °o ALL STALLS o 24° MAX.) YATH HEAD -TO m m -HEAD PARKING 15° TYR 4° WIDE DOUBLE (12° MIN. STRIPING PAINTED 24" MAX.) WHITE. TYP. 91 01 91 _D1 TYPICAL TYPICAL MIN. MIN. HEAD -TO -HEAD PARKING PARKING AGAINST SIDEWALK OR PLANTER 2 STRIPING ON AC SCALE: N.T.S. APPLY BLUE CHALK/ SPRAYPAINT ALONG LOADING LINES - MATERIAL TO BE 0 n INSTALL PARKING i BUMPER AT / ° ALL CURB RAMP PARKING STALLS fk r1 AUGN EDGE PATH LOADING AREA (TYP.) CONSTRUCTION WHISKERS (COLOR TO BE APPROVED BY CITY) ATTACHED TO WOODEN STAKE SET FLUSH WITH SURFACE (TYP). ADA PARKING SYMBOL CURB I ALL STALLS o m I CONSTRUCTION • NOTE TO CONTRACTOR: BID ALTERNATE /1 - PARKING LOT PAVING, t© CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 AND DETAIL 1, SHEET C -51 °i YATH HEAD -TO WHISKERS 17A CONSTRUCT 5 -FOOT WIDE ACCESS STRIPING PER SDRSD M -27A - 4 -INCH VIDE m -HEAD PARKING m (COLOR TO BE A DIGITAL FILE OF THE PARKING LOT AND HARDSCAPE CAN BE PROVIDED BASE BID IS FOR PLACEMENT OF 12° CLASS II BASE IN PARKING BLUE STRIPS W/OIAGONAL STRIPES O 3 -FOOT O.C. APPROVED BY TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST LOTS WITH CONSTRUCTION WHISKERS AND CHALK/SPRAYPAINT @ ADJUST UTILITY TO GRADE / \ APPLY CHALK /SPRAYPAINT CITY) ATTACHED THE SURVEYOR IN THE LAYOUT. SURVEYOR SHALL UTILIZE DIGITAL FILES MARKINGS BD ALTERNATE j1 WILL BE FOR ASPHALT PAVING FOR 19 CONSTRUCT PARKING STRIPING PER CITY STD. K9 OF THE CITY OFFSTREET PARKING ALONG PARKING ONES TO WOODEN STAK TO CALCULATE ALL REWIRED STAKE LOCATIONS, OFFSETS, ETC. FOR THE PARKING LOTS 'B' O ,'C','D' AND E'. THIS BID ALT INCLUDES ALL DESIGN MANUAL AND DETAIL 1, SHEET C -5.1 - COLOR AND SET FLUSH PATH CONSTRUCTION OF THE PROJECT. THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION 31 �4 MATERIAL TO BE .I a SURFACE (TYP). ARROWS, LIMIT LINE AND 'STOP' PAVEMENT MARKINGS AND ADA ,9A INSTALL °STOP° SIGN ON POLE PER CALTRANS MUTCD R1 -1 SECTION 28.04 & .06 9' -0° 9' -O° CONFIRM ALL DISTANCES SHOWN HEREON FOR CONTROL POINTS WITH MARKINGS) FOR THESE AREAS. 19A INSTALL THERMOPLA9DC UMT UNE AND •STOP' PAVEMENT MARKINGS PO MUTCD SECTION 38.16 TYPICAL APPROVED BY CITY TYPICAL LANDSCAPE ARCHITECT AND ARCHITECT PLANS PRIOR TO CONSTRUCTION 19"2 INSTALL 7HERMOPU571C TYPE IV(R) ARROW PER MUTCD SECTION 38.19 SCALE 1 " =50' MIN. MIN. AND NOTIFY CIVIL ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 19D CONSTRUCT FIRE LANE SGNAGE PER DETAIL t, SHEET C -5.4� HEAD -TO -HEAD PARKING PARKING AGAINST ENHANCED ®X BID ALTERNATE #1 - SEE SHEET C -0.2 SIDEWALK OR PLANTER f9F CONSTRUCT ADA PARKING SGNAGE PER DETAIL 1, SHEET C -5.4 0 50 100 Co STRUCT THERMOPLASTIC L THROUGH CU LANE ES °W, PER r 5 SECTION 1 STRIPING O N BASE SN.T.S. UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS pxurc =llar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT 8 I AUTHORITY �"\D 1TLT4 9 3 1 -13 � CARL MCE BRING ENGINE LAND CONSULTANTS SURVEYING � 04/09/12 TWO WORKIN5 DAYS SIGN c /va 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949- 542 -723° SIGN DATE SIGN DATE DIR ECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDR ECO E APPR Aoo6o Tw HEVnnoxs AT coxcesslox/RESmoaM BLOC os /oe /IZ LocnnoN: ATDUE CF SIN w F I cx DATE: 04/09/12 - ENCINITAS COMMUNITY PARK 10630 °G MDUE CF OR IN SV qR 6 IM SrWTA HORIZONTAL � /�/ (�� + qA� �I N4�(% FE &M•OONNON ME \J��L.li.. `1 NVOe.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE HORIZONTAL CONTROL PLAN C -5.1 SHEET390F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D D i~4 i a U a � M a� WNW, Q N � J a .i ornY �¢ Io w Of 000 N V WNU Q N o p'o m E me OU A J Q Z E maw VARILJ - 5' MIN. CURB RAMP PARKING J� D�ESDI Y,WIO N�SID1 K &� G CONSTRUCTION WHISKERS (COLOR TO BE APPROVED BY CITY) ATTACHED TO WOODEN STAKE SET FLUSH WITH SURFACE (TYP). ADA PARKING SYMBOL CURB I ALL STALLS o m I CONSTRUCTION • NOTE TO CONTRACTOR: BID ALTERNATE /1 - PARKING LOT PAVING, t© CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 AND DETAIL 1, SHEET C -51 °i YATH HEAD -TO WHISKERS 17A CONSTRUCT 5 -FOOT WIDE ACCESS STRIPING PER SDRSD M -27A - 4 -INCH VIDE m -HEAD PARKING m (COLOR TO BE A DIGITAL FILE OF THE PARKING LOT AND HARDSCAPE CAN BE PROVIDED BASE BID IS FOR PLACEMENT OF 12° CLASS II BASE IN PARKING BLUE STRIPS W/OIAGONAL STRIPES O 3 -FOOT O.C. APPROVED BY TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST LOTS WITH CONSTRUCTION WHISKERS AND CHALK/SPRAYPAINT @ ADJUST UTILITY TO GRADE / \ APPLY CHALK /SPRAYPAINT CITY) ATTACHED THE SURVEYOR IN THE LAYOUT. SURVEYOR SHALL UTILIZE DIGITAL FILES MARKINGS BD ALTERNATE j1 WILL BE FOR ASPHALT PAVING FOR 19 CONSTRUCT PARKING STRIPING PER CITY STD. K9 OF THE CITY OFFSTREET PARKING ALONG PARKING ONES TO WOODEN STAK TO CALCULATE ALL REWIRED STAKE LOCATIONS, OFFSETS, ETC. FOR THE PARKING LOTS 'B' O ,'C','D' AND E'. THIS BID ALT INCLUDES ALL DESIGN MANUAL AND DETAIL 1, SHEET C -5.1 - COLOR AND SET FLUSH PATH CONSTRUCTION OF THE PROJECT. THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION 31 �4 MATERIAL TO BE .I a SURFACE (TYP). ARROWS, LIMIT LINE AND 'STOP' PAVEMENT MARKINGS AND ADA ,9A INSTALL °STOP° SIGN ON POLE PER CALTRANS MUTCD R1 -1 SECTION 28.04 & .06 9' -0° 9' -O° CONFIRM ALL DISTANCES SHOWN HEREON FOR CONTROL POINTS WITH MARKINGS) FOR THESE AREAS. 19A INSTALL THERMOPLA9DC UMT UNE AND •STOP' PAVEMENT MARKINGS PO MUTCD SECTION 38.16 TYPICAL APPROVED BY CITY TYPICAL LANDSCAPE ARCHITECT AND ARCHITECT PLANS PRIOR TO CONSTRUCTION 19"2 INSTALL 7HERMOPU571C TYPE IV(R) ARROW PER MUTCD SECTION 38.19 SCALE 1 " =50' MIN. MIN. AND NOTIFY CIVIL ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 19D CONSTRUCT FIRE LANE SGNAGE PER DETAIL t, SHEET C -5.4� HEAD -TO -HEAD PARKING PARKING AGAINST ENHANCED ®X BID ALTERNATE #1 - SEE SHEET C -0.2 SIDEWALK OR PLANTER f9F CONSTRUCT ADA PARKING SGNAGE PER DETAIL 1, SHEET C -5.4 0 50 100 Co STRUCT THERMOPLASTIC L THROUGH CU LANE ES °W, PER r 5 SECTION 1 STRIPING O N BASE SN.T.S. UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS pxurc =llar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT 8 I AUTHORITY �"\D 1TLT4 9 3 1 -13 � CARL MCE BRING ENGINE LAND CONSULTANTS SURVEYING � 04/09/12 TWO WORKIN5 DAYS SIGN c /va 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949- 542 -723° SIGN DATE SIGN DATE DIR ECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDR ECO E APPR Aoo6o Tw HEVnnoxs AT coxcesslox/RESmoaM BLOC os /oe /IZ LocnnoN: ATDUE CF SIN w F I cx DATE: 04/09/12 - ENCINITAS COMMUNITY PARK 10630 °G MDUE CF OR IN SV qR 6 IM SrWTA HORIZONTAL � /�/ (�� + qA� �I N4�(% FE &M•OONNON ME \J��L.li.. `1 NVOe.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE HORIZONTAL CONTROL PLAN C -5.1 SHEET390F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D D i~4 i a U a � M a� WNW, Q N � J a .i ornY �¢ Io w Of 000 N V WNU Q N o p'o m E me OU A J Q Z E maw r Ri' L71 1 _ N MATCH LINEj - SEE SHEET C -5.1 �2 /DETAIL Im 2 C -5.1 $ C: INSTALL PARKING BUMPERS AT HEAD -TO -HEAD STALLS (TYP.) 7H,13 • • RIO ON aL14 L, -J`_\ N� 1114 C7 F TYP. XX 116 1001 8 SECURITY GJ NOTE T 10 di. AD o zz li ® 05 R18.� *110 I �/ it III i It I I� II o It II " 1108 II I 1 11 I\ .1 L �I�� o * NOTE TO CONTRACTOR: A DIGITAL FILE OF THE PARKING LOT AND HARDSCAPE CAN BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST THE SURVEYOR IN THE LAYOUT. SURVEYOR SHALL UTILIZE DIGITAL FILES TO CALCULATE ALL REWIRED STAKE LOCATIONS, OFFSETS, ETC. FOR THE CONSTRUCTION OF THE PROJECT. CONFIRM ALL DISTANCES SHOWN HEREON FOR CONTROL POINTS WITH LANDSCAPE ARCHITECT AND ARCHITECT PLANS PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. CONSTRUCTION NOTES 16 CONSTRUCT H.C. ACCESS SIGNS SDRSD M28A & M286 - SEE LA. PLANS FOR VAN 0 CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 AND DETAIL 1, SHEET C -5.1 17A CONSTRUCT 5 -FOOT WIDE ACCESS STRIPING PER SDRSD M -27A - 4-INCH WIDE BLUE STRIPS W/OIAGCNAL STRIPES O 3 -FOOT O.C. 1® ADJUST UTILITY TO GRADE 19 CONSTRUCT PARKING STRIPING PER CITY STD. K9 OF THE CITY OFFSTREET PARKING DESIGN MANUAL AND DETAIL 1, SHEET C -5.1 19A INSTALL "STOP" SIGN ON POLE PER CALTRANS MUTCD R1 -1 SECTION 2B.04 & .06 19� INSTALL THERMOPLASTIC WIT UNE AND 'STOP' PAVEMENT MARKINGS PER MUTCD SECIIGN 3B.16 1,K INSTALL THERMOPLASTIC TYPE W(R) ARROW PER MUTCD SECTION 3B.19 199 CONSTRUCT FIRE LANE SIGNAGE PER DETAIL 1, SHEET C -5.4 19�F CONSTRUCT ADA PARKING SIGNAGE PER DETAIL 1, SHEET C-5.4 L9F INSTALL THERMOPLASTIC THROUGH LANE ARROW PER MUTCD SECTION 38.21 189 CONSTRUCT FIRE LANE RED CURB PER DETAIL I, SHEET C-5.4 SAN ELIJO JOINT POWERS pporesa,q., m 1 �\ 8 D / e/ ®e h IoAr SCALE: 10=50' �$w 05 0 50 mmmm 00 SID \ A��600 CY 19 09 + RIS00 ^ \\ � n \ 19A \ \ 11a1 / k11�27 :0 \ k. 1140 1200 cg. \ / d r - - - - -1 1143 \ \ I I I I I I L-- 1--- - -127 I I CURB LINE AND CURVE TABLES [SEE SHEET C -5.4] SECURITYGATES. ALL GATES PROMDING ACCESS FROM A ROAD TO A DRIVEWAY SHALL BE LOCATED A MINIMUM OF 30 FEET FROM THE NEAREST EDGE OF THE ROADWAY AND SHALL BE AT LEAST TWO FEET WIDER THAN THE WIDTH OF THE TRAFFIC LANE(S) SERVING THE GATE. AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL BE EQUIPPED WITH AN APPROVED EMERGENCY KEY - OPERATED SWITCH OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. A GATE ACCESSING MORE THAN FOUR RESIDENCES OR RESIDENTIAL LOTS OR A GATE ACCESSING HAZARDOUS INSTITUTIONAL, EDUCATIONAL OR ASSEMBLY OCCUPANCY GROUP STRUCTURE, SHALL ALSO BE EQUIPPED PATH AN APPROVED EMERGENCY TRAFFIC CONTROL- ACTIVATING STROBE LIGHT SENSOR OR OTHER DEVICE APPROVED BY THE FIRE CODE OFFICIAL, WHICH WILL ACTIVATE THE GATE ON THE APPROACH OF EMERGENCY APPARATUS WITH A BATTERY BACK -UP OR MANUAL MECHANICAL DISCONNECT IN CASE OF POWER FAILURE. AN AUTOMATIC GATE SHALL MEET FIRE DEPARTMENT POLICIES DEEMED NECESSARY BY THE FIRE CODE OFFICIAL FOR RAPID, REUABLE ACCESS. AN AUTOMATIC GATE SERVING MORE THAN ONE DWELLING OR RESIDENTIAL LOT IN EXISTENCE AT THE TIME OF ADOPTION OF THIS CHAPTER IS REQUIRED TO INSTALL AN APPROVED EMERGENCY KEY - OPERATED SWITCH OR OTHER MECHANISM APPROVED BY THE FIRE CODE OFFICIAL, AT AN APPROVED LOCATION, WHICH OVERRIDES ALL COMMAND FUNCTIONS AND OPENS THE GATE. A PROPERTY OWNER SHALL COMPLY WITH THIS REQUIREMENT WITHIN 90 DAYS OF RECEIVING WRITTEN NOTICE TO COMPLY. WHERE THIS SECTION REQUIRES AN APPROVED KEY - OPERATED SWITCH, IT MAY BE DUAL -KEYED OR EQUIPPED WITH DUAL SWITCHES PROVIDED TO FACIUTATE ACCESS BY LAW ENFORCEMENT PERSONNEL. ELECTRIC GATE OPENERS, WHERE PROVIDED, SHALL BE LISTED IN ACCORDANCE NTH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY NTH THE REQUIREMENTS OF ASTM F2200. CFC SECTION 503.6 (LOCAL AMENDMENT) *1 *1132 MATCH LINE - SEE SHEET C -5.3 'll / IL - - - - -A PUBLIC WORKS I PLANNING AND BUILDING I ENGINEERING \ \\ � BID ALTERNATE 11 - SEE SHEET C -0.2 CI4 ` \\ \ 9D \ \\ 19B \ `\\ • — \\ RIS00• 8 \\\ \ R7,�y 9 19A \ \\ \ TYR 19B \ \\ > Ip // CIS 19A G INS / O /M 0203 \W� 1 1 C1d OS 2I J rn2 C2 ., P�J I I = 2 c19' O CZI ' 1 211 10� oos 1 I1 ° acass"ucsr 31 IT C217 1 \ \ 7 C22 c 9 \ czzs q 1 s' 224 O IF + ENCINITAS FIRE DEPARTMENT GALL' XUIFIVKIIT �cN. -ooq"o r "� CIVIL o e' ENGINEERING 8 I �T9 LAND \1TL31 -13 SURVEYING 04/09/12 TWO WORKING DAYS SIGN clva 111 CORPORATE DR., /210 PHONE: 949 - 542 -7220 LADERA RANCH, R. 92694 FAX: 949 -542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION N: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aoo6o TV nEVnnoNS AT coNces9oN/RLSmoaM BLDG os /oe /1z LocnnoN: ATDUE CF S IN w T� cx DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 =G MDDE CF OR IN AV OOR 6 IM SrWTA HORIZONTAL /�/ (�� I N � FE &Me04NJOJ AVE \J�V,,,�C.li.. `1 VLC•.— R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE HORIZONTAL CONTROL PLAN C -5.2 SHEET4_0 pF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D D w T, x U a � M a� W Nom, O�c J a P: ornY xa u', .w p O U N V rnE Q N o p'o � � J �xs maw 31 \ �\ \ CURB LINE AND CURVE TABLES 1 x1 29 ® ® _ \ \ �• [SEE SHEET C -5.41 _ •�••� I I •.�• �•. 1134 �M••A�TC••H .} �LINE ••- r-S•EE - SHEET HEET C -5.2 O �! �1 I r - -T - • _ : 11r32 • • _ • • _ \ • � — I C242 54 •'I� / I I VIII o CY �c 5cou 0. 01752 026710' R15.00' CONSTRUCTION 14140111 Ol' L � C 18 CONSTRUCT H.C. ACCESS SIGNS SDRSD M28A & M28B - SEE LA. PLANS FOR VAN C2 1 \ __ - - - ry° 0261 2` $ O ^ 1© CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 AND DETAIL 1, SHEET C -5.1 17A CONSTRUCT 5-FOOT WIDE ACCESS STRIPING PER SDRSD M -27A - hINCH WDE L__- -___ -J L�6g STRIPES 03 -FOOT O.C. BLUE STRIPS W/DIAGONM SIR \ \ t9 032 `` ° o 1® ADJUST UTILITY TO GRADE 12.00 \ `�c4 m °i m _ 9D 19 CONSTRUCT PARKING STRIPING PER CITY STD. K9 OF THE CITY OFFSTREET PARKING a d _ DESIGN MANUAL AND DETAIL 1, SHEET C -5.1 Y, v 9 $ j 19A INSTALL "STOP* SIGN ON POLE PER CMTRANS MUTCD R7 -1 SECTION 26.04 & .06 J L \ 1 m0 \\ \ \ _ TypN 19G ® = iBA 198 INSTALL THDMOPIASPC LIMIT LINE AND *STOP` AV9QD MARKINGS PER MUTCD SECTION 38.16 1133 \\ - \ 190 INSTALL THERMOPLASTIC TYPE IV(R) ARROW PER MUTCD SECTION 38.19 C16 19D CONSTRUCT FIRE LANE SIGNAGE PER DETAIL 1, SHEET C -5.4 — — — — — \ R15,00' 19E CONSTRUCT ADA PARKING SIGNAGE PER DETAIL 1, SHEET C -5.4 �1,38 19F INSTALL THERMOPLASTIC THROUGH LANE ARROW PER MUTCD SECTION 38.21 19G CONSTRUCT FIRE LANE RED CURB PER DETAIL 1, SHEET C -5.4 1E67,rRC,M 9 p \ 2 P \ 0162 \\ \ NOTE TO CONTRACTOR: b�..Q!\ \ \ \\ I \\ I 19 Clog c2n cm A DIGITAL FILE THE PARKING LOT AND HARDSC CAN BE PROVIDED \ TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST / L �7 THE SURVEYOR IN THE LAYOUT. SURVEYOR SHALL UTILIZE DIGITAL FILES \� \ _ —_ L71 I cm L46 6 00 �L TO CALCULATE ALL REWIRED STAKE LOCATIONS, OFFSETS, ETC. FOR THE -- - -_ - -- \\ g R CONSTRUCTION OF THE PROJECT. \ \ \ I CI03 / 4 \ — — — — LANDSCAPE ALL DISTANCES SHOWN HEREON FOR CONTROL POINTS RUC LANDSCAPE ARCHITECT AND ARCHITECT PLANS PRIOR TO CONSTRUCTION I I L — \� _ J -[ AND NOTIFY CIVIL ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY OF 1136 — — — — — \ \ 1 9D \ \ ANY DISCREPANCY PRIOR TO CONSTRUCTION. O x N u cge °o L72 (92 U L167 C2B0 CD LP M! 15.0 8 ® 0 4.00' f BID ALTERNATE /1 - PARKING LOT PAVING: 6'00 c 18.00' .00' ; p400' BASE BID IS FOR PLACEMENT OF 12° CLASS II BASE IN PARKING 500' 24.00 LOTS WITH CONSTRUCTION WHISKERS AND CHALK /SPRAYPAINT MARKINGS. BID ALTERNATE N 'M V. BE FOR ASPHALT PAVING L FOR + C PARKING LOTS 'B', PARKING G AND 'E'. TNS BID ALT INCLUDES ALL THERMOPLASTIC PARKING LOT STRIPING (STALLS, DIRECTION , 9 cze! ARROWS, LIMIT LINE AND 'STOP' PAVEMENT MARKINGS AND ADA L14 cge czaz \ MARKINGS) FOR THESE AREAS. T�T1TA _ F f �p2 (ib40� \ ®X BID ALTERNATE p1 -SEE SHEET C -0.2 \ I ^I I L am BID ALTERNATE /3A AND j7B - PARKING LOT 'A': _ BASE BID IS FOR GRADING AND INFRASTRUCTURE II 1 / \ I I 9D IMPROVEMENTS ONLY FOR SOUTHERLY PARKING LOT. SANTA FE DRIVE ID ALT. 2" AND / T WILL INCLUDE CURB, CURB & I ' FD. ,° I.P. I,p, GUTTER, 12° P.C.C. STRIPS, STRIPING AND PAVING IV. HWYS " FOR PARKING LOT. (SHOWN AS SCREENED BACK) I.P . R PEN . \ N - SPACI \ BID ALTERNATE #3A AND 1!38 -SEE SHEET CBA -9.1 OPEN � _ PER ER DETAIL NO IS S NMF .. 1 6 111111ii1 FF. I \ ^I SCALE: 1 ° =50D• ts0 FD. BRASS DISK .� q — — a F 1^ I.P. IV 0 500 POINT 997 c O - , IV HAYS I I 0CP �g R100•12 ACCESSIBLE PARKING FD. WELL MON. m C6 ,x I lI 0 ,gs WARNING SIGN Ilk OC180 N _ U m off' . I (-r E] 9 8 265 �,�'°o ° I On uo H 6 POINT 995 g o 19 7 �• 6 Q 1HWY9 POINT 998 FD. WELL MON. POINT 994„ RCE 1 FID 1* IF ❑ (}} DIV. HWYS .. \ POINT 999 _ _ _ _ — — Qcpl w ` FD. WELL MON. Q ----------- - - - --- --- 0 QII a a RCE 1534 0 HORIZONTAL m d AeVA '� 1` 9 WARWI AVENUE 9D 19D SCALE 1' =5�� CONTROL MAP o Lu OPa91ati \ I.P. 0 50 100 DIV. WYS WARWICK AVE. UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS •xurc =•Iar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL AUTHORITY ;; +'4 "g A °eo,A CARL o e �T ENGINE VEYNO 8 I 9 LAND \1TL31 -13 � CONSULTANTS SURVEYING � 04/09/12 TWO WORKING DAYS SIGN clva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cum°°♦ LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION N: EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR Aoo6o Tw nBVnnoNS AT coNces9oN/RBSmoaM BLOC os /oe /IZ LocnnoN: ATDLE CF S IN NC w TIP cx DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 =G MDUE AC IN IN SV RR 6 IM SrWTA HORIZONTAL /�/ �,+ qA� I N � FE &M�NIOJ ALE \J��k `11'\Ce.— R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE HORIZONTAL CONTROL PLAN C -5.3 SHEET41 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D D 4� i V, x U a �M Qn WNW, O�c J a P% amY ail N _� pO0 N V rnE QN® o p'o M6E Q �ZE maw CURB LINE TABLES LINE TABLE UNE BEARING LENGTH L1 N5123 'S OE MOTS 12 W 62271 L2 N3810 53 W 9.81 L3 INK 5000E 584.59 L4 N35'2303 W 102.34 L5 N2940234 W V71 .42 US 4371236 W 58.95 L7 408'5429 W 79.86 L8 4441051 W 70.97 L9 107.75 L121 L10 N90 '0000 W 35.06 L11 N3810'53 OW 9.81 L12 N85055'18 -E NOY4357 E 8.87 L13 - N0414'18 "W 10.65 L14 -127 N15544542 -E 1200 L15 L128 N0414'18 -W 10.66 L16 L129 N8544357 E 4.32 L17 N041603 W 13.00 L18 43211 53 W N85'4357 E 54.00 L19 N041603 W 14.00 L20 L134 N85'4357 E 1.00 L21 N0416'03 -W 8.00 L22 15.00 485'4357 E 4200 L23 N0416 03 W 13.11 L24 429'0234 W 415544357-E 14.00 L25 - L141 L26 13.86 L142 L27 1.13 485'4357 E 15.00 L28 N0416 03 W 13.00 L29 29.81 415544357-E 15.00 L30 N0416'03 -W 54.00 L31 L147 N8544357 E 15.91 L32 L148 N851550 E 90.00 L33 L149 N85'4357 E 9702 L34 L150 N851550 E 11.14 L35 L151 N822301 E 15.00 L36 N07436'59 -W 3.00 L37 14.96 N822351 TE 15.05 L38 14.75 N802355 E 13.01 L39 C255 N15545518 -E 246.31 L40 N04004'42 "W 11.81 L41 N85'551BE 99.98 L42 404'0442 W 135.23 L43 485'5518 E 8.62 L44 404'0442 W 135.00 L45 INK 55 1 'BE 14.99 L46 403'5003 W 16.42 L47 148716 21 E 7.00 L48 N04'04'42 7W 14.55 L49 N15545518 -E 63.18 L50 415'42 26 E 14.94 L51 N73008'28 -W 0.67 L52 N18 '0038 E 14.94 L53 N452621 E 14.88 L54 N4214'41 "W 4.06 L55 N48454 52 E 1435 L56 N51448'34 -E 15.00 L57 N54T19 54-E 15.00 L58 N60'4603E 1097 L59 N29132'08 "W 3.16 L60 N6122'26 -E 15.00 L61 N6C58D9E 15.01 L62 N6314 02 E 15.06 L63 N57'4807 E 12.52 L64 N3211'53 "W 8.90 L65 N59454 50 E 13.88 L66 N35423'03 -W 40.68 L67 N29402'34 -W 1262 L68 N572854E 12.05 L69 N22048'22 -E 13.05 L70 N02442'46 "W 20.45 L71 N83'3717 E 13.81 L72 N78'3329 E 14.91 L73 N78'3329 E 15.10 L74 N7803329 -E 13.31 L75 N0244246 W 18.44 L76 N08454'29 -W 79.86 L77 N4410'51 -W 70.97 L78 N90'0000 W 2245 L79 415544357-E 1.99 L80 N8813'00 -W 2.49 L81 - - L82 NO41603 W 32.00 L83 N85'4357 E 1.00 L84 415544357-E 1.00 L85 N0416'03 "W 28.00 L86 N0416'03 -W 28.00 L87 L88 N041603 "W 2800 L89 N85'4357 E 2.17 L90 N85'4357 E 3.89 L91 N8544357 E 1.00 L92 N85'4357 E 1.00 L93 N0416 03 W 2800 L94 N041603 W 28.00 L95 N04004'42 "W 18.19 L96 N04006'18 -W 17.79 L97 N85'5518 E 26.00 L98 N85'5518 E 16.00 L99 N04104'42 -W 1.00 1100 N04'0442W 1.00 L101 NaF5518 E 28.00 L102 N8F5518 E 2800 L103 L10a L105 N04'0442 W 1283 L106 N85655'18 -E 7.00 L107 N04'0442 W 13.10 L108 N85'4848 E 260.89 L109 I N51053 29 E 1 14.88 LINE TABLE LINE BEARING LENGTH 1110 N5123 'S OE 15.01 1111 N4751 28-E 15.00 L112 N42'0832 W 3.14 L113 4451116 E 14.93 L114 N18"21'14 -E 15.25 L115 N16043'14 -E 15.25 L116 485'4911 E 55.56 L117 ND4'0442 W 13.83 L118 N85'55'18 -E 1.00 L119 404'0442 W 13.83 L120 N85'4218 E 107.75 L121 NG4TB442 W 13.83 -122 N86SS' 8 E 1.00 L123 ND4'0442 W 13.83 1124 N85055'18 -E 90.00 L125 - - L126 - - -127 0'30 01 455'0332 E 14.72 L128 86'5928 N53458'38 -E 12.58 L129 07723 N35"23'03 -W 7.43 L130 N595450 E EBB L131 43211 53 W 7.90 L132 N57'4807 E 13.60 L133 1 N620 01 E 15.93 L134 N6514'36 "E 16.00 L135 N612437 E 15.00 L136 460'49 58 E 15.00 [137 N59457 03 E 13.93 L138 N29'0234W 4.80 L139 429'0234 W 95.68 L140 N54'3418 E 13.87 L141 N54'3418 E 13.86 L142 43316 55 W 1.13 L143 N550 48 E 103 '0950 14.12 L144 N59057'03 -E 13.79 29.81 L145 N30Y)257W 1.00 L146 3.DO 4595703 E 14.01 L147 1710.96 N29'0234W 112.92 L148 152.00 N29'0234W 4.60 L149 1647.96 46057 26 E 15.00 L150 6.54 N29'02 34 W 36.00 L151 1.40 46057 26 E 15.80 L152 6.08 N26'Ot 40 W 14.96 L153 38.00 N19'4509 W 14.75 L1 54 6.65 N29'02 34 W C255 24.16 L155 124.00 N105037 W 83'3905 14.70 L156 R2916 34 W 14.38 L157 C258 N58'43 26-E 10.66 L158 C259 458'43 26 E 10.66 L159 0260 N3116 34 W 12.00 L160 C261 N56'31 26 E 15.80 L161 N332834W 36.00 062 N56'31 26-E 15.00 L163 N332834W 4.60 L164 442'4549 W 14.75 L165 143629'29-W 14.96 1166 48256 51 E 24.00 [167 N78'33 29-E 27.28 L168 N78033'29 -E 27.28 L169 478'33 29 E N4 .00 CURB CURVE TABLES CURVE TABLE CURVE I DELTA I LENGTH RADIUS C219 169'4939 10.52 3.55 C220 241216 59.99 14200 C221 8410 40 5.88 4.DO C222 02940 107 124.00 C223 96'3259 6.74 4.00 C224 90'00 00 4.71 3.00 C225 81211 29.78 208.00 C226 1021504 7.14 4.00 C227 85'5021 5.99 4.00 C228 1'09 D6 3.90 194.00 C229 028 57 --KV 1695.00 C230 205352 77.32 21200 C231 0'30 01 14.17 1623.00 C232 86'5928 6.07 4.00 C233 07723 0.98 194.00 C 334 9318 02 6.51 4.00 C235 1'3154 43.15 1614.00 C236 912200 6.38 4.00 C237 01946 1.12 194.00 C238 86'55 22 6.07 4.00 C239 0'30 02 14.18 1623.00 C240 21'00 49 77.75 21200 C241 028 39 14.12 1695.00 C242 8704308 6.12 4.00 C243 1'05 OS 3.67 194.00 C244 103 '0950 7.20 4.00 C245 81240 29.81 208.00 C246 90'0000 4.71 3.DO C247 027 47 13.83 1710.96 C248 23'4534 63.03 152.00 C249 028 48 1310 1647.96 C250 93'42 54 6.54 4.00 C251 02815 1.40 170.00 C252 87'0735 6.08 4.00 C253 12056 38.00 1614.00 C254 9516'41w 6.65 4.00 C255 013320w 0.48 124.00 C256 83'3905 5.84 4.00 C257 0'30 05 14.42 1647.96 C258 242556 60.55 142.00 C259 02919 14.51 1701.96 0260 174'09 56 10.43 3.43 C261 10'4849 39.26 20800 C262 841650 5.88 4.00 C263 023 D7 1.14 170.00 U64 931456 6.51 4.00 C265 019 45 16.28 100.00 C266 55*43'02w 3.89 4.00 C267 1159206 4.03 2.00 6268 90'0000 4.71 3.00 C269 125'3525 16.915 5.00 C270 16'32 37 60.06 20800 C271 1102358 9.63 5.00 C272 0'58 23 1.70 100.00 C273 971213 5.D9 3.00 U74 12'33 50 17.98 82.00 0275 91'39 54 4.80 3.00 C276 0'4609 1.34 100.00 C277 1129712 9.83 5.00 C278 112'3712 9.83 5.00 C279 134'4537 4234 18.00 C280 1801)000 14.14 4.50 (5281 180'0000 14.14 4.50 (5282 112'36 22 913 5.00 C283 112'36 22 9.83 5.00 C284 134'4717 1 42.34 18.00 C285 518 26 1.85 20.00 • NOTE TO CONTRACTOR: A DIGITAL FILE OF THE PARKING LOT AND HARDWARE CAN BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST THE SURVEYOR IN THE LAYOUT. SURVEYOR SHALL UTILIZE DIGITAL FILES TO CALCULATE ALL REWIRED STAKE LOCATIONS, OFFSETS, ETC. FOR THE CONSTRUCTION OF THE PROJECT. CONFIRM ALL DISTANCES SHOWN HEREON FOR CONTROL POINTS WITH LANDSCAPE ARCHITECT AND ARCHITECT PLANS PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. RED CURB PAR ED IN DESIGNATED ACCESSIBLE SPACER NOT PERSONSWTIHID OAFS MAYDETOWEDAWAYAT AT (AODRESS). OR BY MLEMONE(TEIEPHONE NDIHBERp `° 2 100 I'-7m FX� \\ ADA SIGNAGE NTS ;TOSHA SAFETY RED PAINT INCH HIGH WHITE LETTERING 0 30' O.C. OR PORTION THEREOF. ROAD WAY FIRE LANE SIGNAGE NTS OCONTRACTOR TO STAKEOUT PROPOSED LOCATION OF 516NA6E IN FIELD FOR REVIEW AND APPROVAL BY CITY PRIOR TO INSTALLATION. © SPACING, OF SIONI SHALL BE AS REQUIRED BY GA VEHICLE CODE 22500.1, 22655 (A) AND ENCINITAS FIRE DEPARTMNET STANDARDS CFO 505.5 STA 76ER SION5 ON EACH SIDE OF ACCESS ROAD • 150'3 O.G. ON AVERAGE. SPACIN6 SHALL BE ADJUSTED TO ENSURE 516NS ARE VISIBLE AROUND CURVES, ETC. © PROVIDE SCALED SHOP DRAHI1465 FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. Lcacbm lO 2" X 2" SQUARE GALVANIZED UN15TRUT POST WITH HEAVY DUN SLEEVE AND P05T GAP. 516145 TO BE MOUNTED WITH (2) BOLTS AND WASHERS AT LOCATIONS AS DEPICTED. MOUNT 516145 IN/ 1/4 VIA. X 2" LAG, BOLTS. 6ALV. 2O FIN15H 6RAVE ® POURED IN PLACE CONCRETE FOOTIN6 AS DIMENSIONED. SLOPE TO DRAIN AS INDICATED ® COMPACTED SUB6RADE, SEE SOILS REPORT FOR ADDITIONAL INFORMATION ® PROVIDE FABRICATED ALUMINUM 516N PANEL WITH D65 SHEETIN6 FIRE LANE ENTRANCE 516N © PROVIDE FABRICATED ALUMINUM SION PANEL HITH D65 5HEETIN6 HARNIN6 916N FOR ACCESSIBLE PARKING. (PARKING WARNING SIGN TO ONLY BE PROVIDED AT LOCATION NOTED ON PLAN - E.O. ENTRANCES TO PARK) O I" MIN. HEIGHT WHITE LETTERIN6 ON ROYAL BLUE BACKGROUND. ® I" RED LETTERING ON WHITE REFLECTIVE BACKGROUND. qO 2" RED LETTERING ON WHITE REFLECTIVE BACKGROUND. �O 4" WHITE REFLECTIVE LETTERING ON RED BACKGROUND. 1 I ADA /FIRE LANE SIGNAGE AND RED CURB SCALE: N.T.S. unDeKaRAwnD s KVICe ^LtKT SAN ELIJO JOINT POWERS pPD(C = =Iar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY � A LAID FICE BRING ENGINE 8 I L�1 9 LAND .�y+� NT�31 -13 - CONSULTANTS YN SURVEO 04/09/12 TWO WORKING DAYS SIGN clva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE BEFORE YOU DIG, CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LOCATION: DESCRIPTION : EN 0019 PLANS PREPARED UNDER SUPERVISION OF RECDRECO E APPR LOCATION: ATDLE OF OR IN 90 IR F 16 DATE: 04/09/12 HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G RE & AC IN IN AN OOR 6 IM SrWTA R & ATElJ.. R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/08/12 04/09/12 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE HORIZONTAL CONTROL PLAN C -5.4 SHEET420F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA W, Is l w T, x z Qo �M a� W Nom, QN� J .a P: orno 0 pOU N d V rnE QN® o p'o au E Q �xs maw �bl�01IIIIIIIIIIIIIII II INS SOIL MANAGEMENT ZONE SOIL MANAGEMENT ZONE Ism I 9.�ti'a �® • 1 111 it pi I ►�.'^9i\ Vim" NUMPAr ;� /�I� MIMI a ' I/Q 9�� ,/. /'I p., ICI 4i`- °' �►"\� �. 2� • - '��' ,�, I• 111 pp{{ f ,_a��o�iui119�� o71I��I�i�,�••n.>,� •7 _ I� 4V VARP MEN I v/404 WAGIN SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENS W� A���� 8 FiBa:: �•� • 011 �r� :� � .: ����$��� .- all �� �IL �]� �� �• �' � .. ® � 1 ■/ ,11p ._ ` :: m3 ,. .. ...�..�.., � - ' __ ^'!��•i •rim +w.�TwMYIiSF _ _ '. .... [i,�!- �.r ^. .e ■. I p I II� I �"7��� �' ,. _ _ �•�•�[�rY■Y��Y�.i..r��' - _ � __ �3 mow► � ,_ � , .. 11 I�I ' � 71•�7F� � ��= s :7frTiiSrs: _ �!�•.. sl�ts�3ir�rs�s�11. 74's•.>•rr�t3•irs�Y�••YS. ?7' _ Y•���� �, �jl� I� • 4 Q • MCE ; CONSULTANTS' rQ BEFORE YOU DIO I ■ �� ■ i • �U�.9[H:17.7:1'1��U:L \ "1. �:1 "itN71YN9y�1a'/� ■ • • • ■ ■ ' DESCRIPTION OC 0019 PLANS PREPARED UNDER SUPERVISION OF REC ENDED SZ2� LOCATION: AT ENONTAS CHS sa oN 7CP CF HORIZONTAL DATE: 04/09/12 ENCINITAS COMMUNITY PARK MIDDLE CF OR IN SN OCR OR INT SWTA �L1T�ilZ•��7_1S� —_ —_— " 0��k —;4/0(9"/12 04/09/12 RECORD FROM. COUNTY OF SAN DIEGO VERTICAL m 1� -- ELEVATION- 215.640 ■ NGVD 29 RICHARD A. MOORE, DATE DATE REMEDIAL • • . EjEjg@M PLANNING CASE N0: 04 -197 MUP/DR /CDP /EIA D D w !r x U �M Qn WN QN� J a P: ornY xa io _w pOU N . V rnE QN® o p'o a6E Q �ZE maw ** NOTE TO CONTRACTOR: CONFIRM ELEVATION WITH SKATE PARK PLANS SHEET SP -3.1 AND SP -3.2 PRIOR TO CONSTRUCTION AND NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY. CHANGE I GALL: e>11 WORKING DAYS DESCRIPTION I APPROVED 5D 35D me BID ALTERNATES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY BID ALTERNATE BA - SKATE PARK 20 DELETE FROM BASE BID CONSTRUCT W PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 (20) LF CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 (4) EA ADD TO BASE BID 35D JOIN SKATE PARK GRATE 4 EA BID ALTERNATE Y5A - SKATE PARK: BASE BID IS FOR GRADING OF SKATE PARK AREA AS SHOWN ON C -1.2. BID ALTERNATE /5A WILL BE FOR CONSTRUCTION OF SKATE PARK PAVING SECTION 'A' PER SHEETS SP -0.1 TO SP -5.9, WITH CIVIL WORK ON THIS SHEET REPLACING THAT SHOWN ON C -1.2 AS NOTED ABOVE. SCALE: 1' =20' 0 20 40 SAN ELIJO JOINT POWERS 9tolE=lsar,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY ;; +'E "0 °'o^ofyf% CML o e' ENGINEERING �T9 in c c LAND V1T>- `31 -13 SURVEYING CD 04/09/12 CONSULTANTS SIGN rpgppM� 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO ENDED: APPR P /W /12 LOCATION: AT ENONTAS CHS Sa ON TOP CF DATE: 04/09/12 - MDOECFORINSV�RCPINTSMRA HORIZONTAL (� ; � I m-ms _ ENCINITAS COMMUNITY PARK 10630 -G FE & MA(XN10tl ATE \� R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 SKATE PARK GRADING PLAN ELEVATION: 215.640 DATUM: NGVD 29 1 1 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE BID ALT. #5A CBA -7.1 SHEET440F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 0 v m N m U U Z ao � M Q N Q N � J V v omp N iGX j 4 N U H 00 U NN Q N UO�o zo �mE v �m� w ..¢ ��aw ** NOTE TO CONTRACTOR: CONFIRM ELEVATION N1TH SKATE PARK PLANS SHEET SP -3.1 AND SP -3.2 PRIOR TO CONSTRUCTION AND NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY. 35D 35D BID ALTERNATES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY BID ALTERNATE 511 - SKATE PARK DELETE FROM BASE BID CONSTRUCT W PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 (35) LF CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 (5) EA CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 (1) EA ADD TO BASE BID CONSTRUCT 8' PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 35 LF 4 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 1 EA 35D JOIN SKATE PARK GRATE 5 EA ID ALTERNATE #5B - SKATE PARK: BASE BID IS FOR GRADING OF SKATE PARK AREA AS SHOW ON C -1.2. BID ALTERNATE a5B WILL BE FOR CONSTRUCTION OF SKATE PARK PAVING SECTION we AND 'B' PER SHEETS SP -0.1 TO SP -5.9, NTH CIVIL WORK ON THIS SHEET REPLACING THAT SHOW ON C -1.2 AS NOTED ABOVE SCALE: 1 ° =20' 0 20 40 unoL:Kar4wno s KVIce r tlw(T SAN ELIJO JOINT POWERS pxurc =91ar,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GALL AUTHORITY ;; +'E "� °ooyf% CML o e ENGINE VEYNO 8 I �T9 LAND V$`31 -13 � CONSULTANTS SURVEYING � 04/09/12 TWO WORKING DAYS SIGN °���� 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 �°r cuu'a°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIR ECTO ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO ENDED: APPR ADDED W REVAT%S AT CONaZON/RESmoaN BLOC 05/06/12 LOCATION: AT ENONTAS CHS Sa ON TIP cT q�A� DATE: 04/09/12 - ENCINITAS COMMUNITY PARK 10630 =G MDDE CF OT IN SN C R CF INT SWTA HORIZONTAL `1 �ACe.— I N FE & MAO9NJOJ ATE R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4 /o9NZ Q4/Q9/12 SKATE PARK GRADING PLAN ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE BID ALT. #513 CBA -7.2 SHEET45OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 0' v m N m U U Z ao � M Q N Q N � J V v omp N iGX j 4 N � O H � � CU Q N UO�o zo �mE w ..¢ ** NOTE TO CONTRACTOR: CONFIRM ELEVATION WITH SKATE PARK PLANS SHEET SP -3.1 AND SP -3.2 PRIOR TO CONSTRUCTION AND NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY. CHANGE I GALL: e>11 WORKING DAYS DESCRIPTION I APPROVED 35D 35D BID ALTERNATES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY BID ALTERNATE BC - SKATE PARK 20 DELETE FROM BASE BID 31 CONSTRUCT 6' PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 (45) LF CONSTRUCT W PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 (35) LF CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 (5) EA ® CONSTRUCT CATCH BASIN AND GRATE PER DETAIL 6, SHEET C -0.5 (2) EA ADD TO BASE BID 31 CONSTRUCT 6' PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 130 LF CONSTRUCT B' PVC SDR -35 STORM DRAIN, BEDDING PER SDRSD D -60 35 LF 4 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1, SHEET C -0.5 1 EA 3 DD JOIN SKATE PARK GRATE 10 EA 35 JOIN SUMP PUMP FORCE MAIN - SHEET SHEET SP -3.4 1 EA 35 CONSTRUCT 2' PVC SDR -35 STORM DRAIN FORCE MAIN, BEDDING PER SDRSD D -60 40 LF ID ALTERNATE 05C - SKATE PARK: BASE BID IS FOR GRADING OF SKATE PARK AREA AS SHOWN ON C -1.2. BID ALTERNATE /5C WILL BE FOR CONSTRUCTION OF ENTIRE SKATE PARK AREA IMPROVEMENTS 'A; 'B' AND 'C' PER SHEETS SP -0.1 TO SP -5.9, WITH CIVIL WORK ON THIS SHEET REPLACING THAT SHOWN ON C -1.2 AS NOTED ABOVE. 065 NkL IF SCALE: 1 ° =20' 0 20 40 SAN ELIJO JOINT POWERS 9tolE=lsar,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY ;; +'E "0 °'o^ofyf% CML o e' ENGINEERING �T9 in c c LAND V1$`31 -13 SURVEYING CD 04/09/12 CONSULTANTS SIGN rpgppM� 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO ENDED: APPR P /W /I2 LOCATION: AT ENONTAS CHS Sa ON TOP CF DATE: 04/09/12 - MDDECFOTINSV�dCPINTSNJTA HORIZONTAL (� ; � I m-ms _ ENCINITAS COMMUNITY PARK 10630 -G FE & McO0N4ON ATE. \� R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 SKATE PARK GRADING PLAN ELEVATION: 215.640 DATUM: NGVD 29 1 1 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE BID ALT. #5C CBA -7.3 SHEET460F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 0 v m N m U U Z ao � M Q N Q N � J V v omp N iGX j 4 N U H 00 U NN Q N UO�E zo �mE v � w ..¢ 180.9 - X _- I I I X180.9 li / 180.3 I I l l II I I PIA 17 DOG PARK ALT. #4A S ALSO SHE -1.4 & C -1.16 LBA -9.1 TO F FOR CONS UC 2R DW P/A 77 P/A rF X 168.7 / � UMI FOf>rDOG PARK BID ALT. 4 67.0 FS 16 7.3 Twrn X INLET 4" X L o Fs r - 1 167.9 X 1 1 I i I � P/A / 80.5 P/A / ; 161.1 X II X x'60,1 1 01 FS II i BID ALTERNATES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. 172. FIG �l BID ALTERNATE 4A - DOG PARK / ADD TO BASE BID 11 3. 4 FS SEE LA PLANS 1 CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 SEE LA PLANS I 10 LF RA P I z.as Fs WEA LIP D C 1736 FS 1713 17450 FS ER D ri DOG PARK ALT. #4A S ALSO SHE -1.4 & C -1.16 LBA -9.1 TO F FOR CONS UC 2R DW P/A 77 P/A rF X 168.7 / � UMI FOf>rDOG PARK BID ALT. 4 67.0 FS 16 7.3 Twrn X INLET 4" X L o Fs r - 1 167.9 X 1 1 I i I � P/A / 80.5 P/A / ; 161.1 X II X x'60,1 1 01 FS II i BID ALTERNATES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY BID ALTERNATE 4A - DOG PARK ADD TO BASE BID 11 CONSTRUCT SPECIAL PAVEMENT AND BANDING PER LANDSCAPE PLAN DETAILS 5 & 6, SHEET L -2.1 SEE LA PLANS 1 CONSTRUCT SIDEWALK PER LANDSCAPE PLAN DETAILS 2 & 4, SHEET L -2.1 SEE LA PLANS CONSTRUCT 1/2° PVC, SCH. 40 WATER LINE, BEDDING PER WAS WP -02 10 LF BID ALTERNATE &A - DOG PARK: BASE BID IS FOR GRADING AND INSTALLATION OF STORM DRAIN AND UTIUTY INFRASTRUCTURE FOR DOG PARK AREA AS SHOWN ON G-1.4 AND 0 -1.16. BID ALTERNATE /4A WILL BE FOR CONSTRUCTION OF DOG PART( WITH ENTRY WAIN, FENCE AND VESTIBULE GATE, WALKWAY LEADING TO CIRCULAR PAVER ARE06 ONE LIGHT POLE, DRINKING FOUNTAIN FOR PEOPLE AND DOGS, ONE WASTE RECEPTACLE AND TURF AND SHRUB AREAS PER LANDSCAPE PLAN SHEETS LBA -9.1 TO LBA -9.3, WITH CIVIL WORK ON THIS SHEET SHOWING REVISED GRADING REPLACING THAT SHOWN ON C -1.4 AND G-1.16. THERE IS NO OTHER CHANGE TO CIVIL WORK PER THAT SHOWN ON C -1.4 AND C -1.16 EXCEPT AS NOTED HEREON. flit I E I P/A P/A BIO ETENTI N AR A I II x i 16 .0 m it II 179.4 TIC; 6 it 5555 h� ON 'I 168 z F� 167. Fs 16 166 1 5 q zo cuv s r 753 / I _ 16 sJ d3 F I eJ Fs -- 15690 Fa / s3sa F EA NITAS 16oss s 156,89 FL / SCALE: 1 ° =20' IssoO Fs 7. F - DOC, R . z FL / I� 166 164.59 R 19.45 / I/ 1sa73,(s� ti/�^�- ,635 Q,61 .9 160 75 s _ 1s F 1 / 0 20 40 II 6 \ UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS ppPrc =alar,V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ENO GA8 I AUTHORITY �V� 1�TA 9 3 1 -13 - CIVIL LL ENGINE LAND CONSULTANTS SURVEYING rD �yyL.3 04/09/12 TWO WORKING DAYS SIGN Plva 111 CORPORATE DR., /210 PHONE: 949 -542 -7220 'e°F rx1F�°°� LADERA RANCH, CA 92694 FAX: 949- 542 -7230 SIGN DATE SIGN DATE DIREC W TO ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO ENDED: APPR LOCATION: AT ENONTAS OHS S1 CN TOP OF DATE: 04/09/12 - HORIZ014TAL ud?IT _ ENCINITAS COMMUNITY PARK 10630 -G HE & OF N IN SIN OR 6 IM SMRA FE- COUNTY OF �JI� 9Yke.- R.C.E. NO.: C -23971 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL 4/09/12 04/09/12 DOG PARK ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE BID ALT. #4A CBA -8.1 SHEET470F 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA BID ALTERNATES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY &D ALTERNATE 40 - DOG PARK ADD TO BASE BID 11 CONSTRUCT SPECIAL PAVEMENT AND BANDING PER LANDSCAPE PLAN DETAILS 5 & 6, SHEET L -21 SEE LA PLANS CON TRU SI EWALK PER NDSC PLAN DET 2 & LA PLA 1 CONSTRUCT MOWS PER IL 3, SHEET L -2.1 LA PLA S CONSTRUCT GRASS -PAV PE NDSCAPE PLANS IL 4, SH T - 12 LA S BID ALTERNATE 04B - DOG PARK: BASE BID IS FOR GRADING AND INSTALLATION OF STORM DRAIN AND UTILITY INFRASTRUCTURE FOR DOG PARK AREA AS SHOWN ON C -1.4 AND C -1.16. BID ALTERNATE 14B WILL BE FOR CONSTRUCTION OF ENTIRE DOG PARK IMPROVEMENTS INCLUDING ENTRY PORTAL, 3 SEPARATE VESTIBULES, FENCING, WALKWAY, BENCHES, TRASH RECEPTACLES AND KIOSK PER LANDSCAPE PLAN SHEETS LBA-9.4 TO LBA-9.6, WITH CIVIL WORK ON THIS SHEET SHOWING REVISED GRADING REPLACING THAT SHOWN ON C -1.4 AND C-1.16. THERE IS NO OTHER CHANGE TO CIVIL WORK PER THAT SHOWN ON C -1.4 AND C -1.16 EXCEPT AS NOTED HEREON. 180.9 r - - -- - - - -- 17 I� - I � ' II � 173 x 180.9 l 17 172 1744 � 180.3 I I I I I D PARK S ALSO SHEE S 1 1.4&C-1.16 ND II I .i FOR CONS UCTI N 1p j I X180 80.5 I II II I 18 �x 179.4 x l GALL: THO WORKING DAYS BEFORE YOU DIG CHANGE NO. I DESCRIPTION ROAD I. CITY AND I OR 1 �I.I i ■ �� I�,y',�` li • _ . ., 1 I EXIST. 30' ROAD EASEMENT TO CITY PER 2622/115 AND 3545/331 O.R. I I ■ 1 1 If PROP. . .�, SHEET HAP�I�I GJ• • <i� �I���� iii, ' - �Ai �,_"1■ rrqmrMl 1A 0 9 NJ Kim INEENN IN rlm�� NONE INS SEEN �® I■��■■■■■■■ 1■Lj■L ■L v a m I __����II �■tPi ■�■�r N so SCALE: lm=10' FIL ==MEMO AP SE�V I �FR Ml 1 0 10 20 -0157 43 F nib --- - - - - -- - = - - - - 7W` -- - - -- - -- - - - - - -- -- - - - - - -- - -- _ i : : : 1 SAN • JOINT POWERS • ■ BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENS AUTHORITY mcE CONSULTANTS ` 1 —�� riMn. ToMMMIT= �r� -]Ky. [e].Lq_■j•7gy[jay7Si Hay 7:] -i�_L��h ■li] lily\" 1. ■:PityAtyyy- i]N:IiN.yq:l:]'i ■ • • • IsRawroM.M. ■ ■ DESCRIPTION OC 0019 PLANS PREPARED UNDER SUPERVISION OF REC ENDED SZ LOCATION: AT ENONTAS CHS Sa ON TOP OF HORIZONTAL DATE: 04/09/12 ENCINITAS COMMUNITY PARK MIDDLE OF OR IN SW COR OF INT SANTA �L1T�ilZ•) —�b1L� —_ —_— •, 0��k —;4/0'9"/12 04/09/12 DOG PARK RECORD FROM- COUNTY OF SAN DIEGO VEFTCAL ELEVATION- 215.640 DATUM: NI 29 RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE BID ALT. #4B CBA-8.2 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA 9.4 X- - - - - - - - - I .5 X 188.7 1 X8.8 189.4 X I X 1 1 1 I 1 188.5 X \ IMIT$.'OF BID ALT. #3 X \\ SOFTBALL FIELD \ BID ALT. #3 S E ALSO SHEET \ C -1.14 AND LBA -10.1 & LB 10.2 x 188.3 X 1 .3 1 f SONST CTION X 1 6 \ \188.3 \ \ \ \ 1187.9 187.9 'L- --- - - -x -- - -- - - - - _ _ _ - - 8 5 ------------------- 188.3 -8 l GALL: THO WORKING DAYS BEFORE YOU DIG CHANGE NO. I DESCRIPTION 188.2 _ O \ O p. I II it II II a III h 1.151 I / I i I �xI I I 1 l it I i t I I l m o Ira I I II! la I I a ITT T o l I I I a I I , � I , 3 I 13 a� N 0 lal I I m X xia I, I J \� \ \\ ffiiTl j I \ 111111 I I \ \\ 111111 \\ \ 111111 \\ 111111 S II 192.6 x -4� _ ter -- 8 �LlYLR r 190.9 y ----- - - - - -- X -8'p ACP WATER- - - - - - - f HP G -- -- T -III I j I r I i I 3 LI SAN ELIJO JOINT POWERS ,.offss�or. I PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CINL ENGINEERING LAND � SURVEYNO f' -7 04/09/12 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ILU PLANS PREPARED UNDER SUPERVISION OF RECO ENDED: APPR DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 =G R.C.E. NO.: G -23971 4/09/12 04/09/12 SOFTBALL FIELD AND PARKING LOT'A' RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE BID ALT. #3 CBA -9.1 SHEET490F 201 D" CA- 1% A - 1% �b 30 I I I I I I I I \ \ BID ALTERNATES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES \ \ 9 \ 36 t 202.15 TC E\ \ \ 201.65 FL 203.48 T \ 202.98 \ 202.29 TC \ \ \ 201.79 FL 203.3 TG TYR 2 203.20 199. \ \ \ y� y s ® 2. W "S 203.98 TYP. 203.48 FS \ \ \ \ TC \ \ \\ F 203.61 T \ \\ 0 20 11 TC 204.29 203.3 FS 20 .79 FS , \ \ 12.95 FL STALL \�4 \RK�N6 . 7 TC c UMUS-O 11) ALT. #3 204.77 FS 206.6 2�T '\ 4 .1 F 206.21 P. TYR 1 1. 1 19 1 4 T . 1 N0 R 1 18 ry 206.80 TC ,e 2% 2 206.30 FS 207.19 C 206.55 FL 2 206.05 FL 06.69 FS 207.21 TC 2 206.71 FS 2 T P. 2 2 9 2 6- ` NO. DESCRIPTION QUANTITY BID ALTERNATE 3 - SOFTBALL FIELD NO CHANGE ND ALTERNATE 3A - PARKING LOT 'A' ADD TO BASE BD 1 CONSTRUCT MIN. If CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER 14,090 SF 1B CONSTRUCT MIN. 12' CLASS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER 8,600 SF 2 CONSTRUCT 6' CURB ONLY PER SDRSO G-1 550 LF 1 CONSTRUCT 12' WIDE 4' THICK P.C.C. STRIP ADJACENT TO CURB 145 LF 3 CONSTRUCT 6' CURB & GUTTER PER SDRSD G -2, TYPE G 5 LF 4 CONSTRUCT T -0' V- GUTTER PER DETAIL 3, SHEET C -0.4 J i3 1 CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 DETAIL 1, SHEEP C -5.1 LS Do Ia �I CONSTRUCT PARKING STRIPING PER CITY STD. K9 OF THE CITY OFFSTREET PARKING DESIGN MANUAL AND DETAIL 1, SHEET C -5.1 LS 9 CONSTRUCT FIRE LANE RED CURB PER DETAIL 1, SHEET C -5.4 , � � I C= ND ALTERNATE 8111 - PARKING LOT 'A' ADD TO BASE BD , -I 1 CONSTRUCT MIN. 4' AC /8' CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER 14,090 SF 1 CONSTRUCT MIN. 4' AC /8' CUSS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER ' I• I I 550 LF I CONSTRUCT 12' WIDE 4' THICK P.C.C. STRIP ADJACENT TO CURB 145 LF 3 CONSTRUCT 6' CURB & GUTTER PER SDRSD G -2, TYPE G 5 LF 4 CONSTRUCT 3' -0' V- GUTTER PER DETAIL 3, SHEET C -0.4 185 LF 1 CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 DETAIL Z SHEET C -51 T > 19 CONSTRUCT PARKING STRIPING PER CITY STD. K9 OF THE CITY OFFSTREET PARKING DESIGN MANUAL AND DETAIL 2, SHEET C -5.1 o 9® INSTALL 'STOP' SIGN ON POLE PER CALTRANS MUTCD R1 -1 SECTION 2B.04 & .06 1 EA 9 INSTALL THERMOPLASPC UNIT UNE AND 'STOP' PAVEMENT MARKINGS PER MUTCD SECPON 31116 1 EA 9 INSTALL THERMOPLASTIC THROUGH LANE ARROW PER MUTCD SECTION 38.21 4 EA l CONSTRUCT FIRE LANE RED CURB PER DETAIL 1, SHEET C -5.4 LS \I 1 1 I I J \� \ \\ ffiiTl j I \ 111111 I I \ \\ 111111 \\ \ 111111 \\ 111111 S II 192.6 x -4� _ ter -- 8 �LlYLR r 190.9 y ----- - - - - -- X -8'p ACP WATER- - - - - - - f HP G -- -- T -III I j I r I i I 3 LI SAN ELIJO JOINT POWERS ,.offss�or. I PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CINL ENGINEERING LAND � SURVEYNO f' -7 04/09/12 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 SIGN DATE SIGN DATE DIRECTO ENGINEERING DATE SIGN DATE LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 SPECIAL DISTRICT APPROVAL PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ILU PLANS PREPARED UNDER SUPERVISION OF RECO ENDED: APPR DATE: 04/09/12 ENCINITAS COMMUNITY PARK 10630 =G R.C.E. NO.: G -23971 4/09/12 04/09/12 SOFTBALL FIELD AND PARKING LOT'A' RICHARD A. MOORE, P.E. EXP.: 12/31/13 DATE DATE BID ALT. #3 CBA -9.1 SHEET490F 201 D" CA- 1% A - 1% �b 30 I I I I I I I I \ \ BID ALTERNATES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES \ \ 9 \ 36 t 202.15 TC E\ \ \ 201.65 FL 203.48 T \ 202.98 \ 202.29 TC \ \ \ 201.79 FL 203.3 TG TYR 2 203.20 199. \ \ \ y� y s ® 2. W "S 203.98 TYP. 203.48 FS \ \ \ \ TC \ \ \\ F 203.61 T \ \\ 0 20 11 TC 204.29 203.3 FS 20 .79 FS , \ \ 12.95 FL STALL \�4 \RK�N6 . 7 TC c UMUS-O 11) ALT. #3 204.77 FS 206.6 2�T '\ 4 .1 F 206.21 P. TYR 1 1. 1 19 1 4 T . 1 N0 R 1 18 ry 206.80 TC ,e 2% 2 206.30 FS 207.19 C 206.55 FL 2 206.05 FL 06.69 FS 207.21 TC 2 206.71 FS 2 T P. 2 2 9 2 6- ` NO. DESCRIPTION QUANTITY BID ALTERNATE 3 - SOFTBALL FIELD NO CHANGE ND ALTERNATE 3A - PARKING LOT 'A' ADD TO BASE BD 1 CONSTRUCT MIN. If CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER 14,090 SF 1B CONSTRUCT MIN. 12' CLASS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER 8,600 SF 2 CONSTRUCT 6' CURB ONLY PER SDRSO G-1 550 LF 1 CONSTRUCT 12' WIDE 4' THICK P.C.C. STRIP ADJACENT TO CURB 145 LF 3 CONSTRUCT 6' CURB & GUTTER PER SDRSD G -2, TYPE G 5 LF 4 CONSTRUCT T -0' V- GUTTER PER DETAIL 3, SHEET C -0.4 185 LF 1 CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 DETAIL 1, SHEEP C -5.1 LS 19 CONSTRUCT PARKING STRIPING PER CITY STD. K9 OF THE CITY OFFSTREET PARKING DESIGN MANUAL AND DETAIL 1, SHEET C -5.1 LS 9 CONSTRUCT FIRE LANE RED CURB PER DETAIL 1, SHEET C -5.4 LS ND ALTERNATE 8111 - PARKING LOT 'A' ADD TO BASE BD 1 CONSTRUCT MIN. 4' AC /8' CLASS II BASE (DRIVES) - VERIFY WITH SOILS ENGINEER 14,090 SF 1 CONSTRUCT MIN. 4' AC /8' CUSS II BASE (PARKING) - VERIFY WITH SOILS ENGINEER 8,600 SF 2 1 CONSTRUCT 6' CURB ONLY PER SDRSD G-1 550 LF CONSTRUCT 12' WIDE 4' THICK P.C.C. STRIP ADJACENT TO CURB 145 LF 3 CONSTRUCT 6' CURB & GUTTER PER SDRSD G -2, TYPE G 5 LF 4 CONSTRUCT 3' -0' V- GUTTER PER DETAIL 3, SHEET C -0.4 185 LF 1 CONSTRUCT ACCESS PARKING STRIPING PER SDRSD M -27A AND M -29 DETAIL Z SHEET C -51 LS 19 CONSTRUCT PARKING STRIPING PER CITY STD. K9 OF THE CITY OFFSTREET PARKING DESIGN MANUAL AND DETAIL 2, SHEET C -5.1 LS 9® INSTALL 'STOP' SIGN ON POLE PER CALTRANS MUTCD R1 -1 SECTION 2B.04 & .06 1 EA 9 INSTALL THERMOPLASPC UNIT UNE AND 'STOP' PAVEMENT MARKINGS PER MUTCD SECPON 31116 1 EA 9 INSTALL THERMOPLASTIC THROUGH LANE ARROW PER MUTCD SECTION 38.21 4 EA 9 CONSTRUCT FIRE LANE RED CURB PER DETAIL 1, SHEET C -5.4 LS KING LOT 'A' ID ALT. #3 =E ALSO SHEETS A710.1 & LBA 10.2 R CONSTRUCTIOP I 1 BUMPERS STALLS (TIP. BID ALTERNATE #3A AND #38- SOFTBALL FIELD AND PARKING LOT 'A' BASE BID IS FOR GRADING AND INFRASTRUCTURE IMPROVEMENTS AS SHOWN ON C -1.14 AND C -1.15. BID ALTERNATE #3A WILL BE FOR THE INSTALLATION OF THE SOUTH SOFTBALL FIELD PER LANDSCAPE PLAN SHEETS LBA -10.1 TO LBA -10.2 AND THE CONSTRUCTION OF PARKING LOT 'A' WITH If CLASS II BASE AND WILL ADD CURB, CURB AND GUTTER, If P.C.C. STRIPS AND STRIPING AS NOTED ABOVE. BID ALTERNATE #3B WILL BE FOR THE INSTALLATION OF THE SOUTH SOFTBALL FIELD PER LANDSCAPE PLAN SHEETS LBA -10.1 TO LBA -10.2 AND THE CONSTRUCTION OF PARKING LOT 'A' WITH ASPHALT AND WALL ADD CURB, CURB AND GUTTER, If P.C.C. STRIPS, STOP SIGN AND UNIT UNE, THROUGH LANE ARROWS AND STRIPING AS NOTED ABOVE 065 F SCALE: 1' =20' mor:::� Q APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: AT ENONTAS ORS SO OR ICIP CF MIDDLE OF OR IN SN CLR OF INT SAWA HORIZONTAL - FE & MAC4N10R AVE. El RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 PLANNING CASE NO: 04 -197 MUP/DR /CDP /EIA D D a m m a U U Z ao � M a N omp N iGX j � o roo CU a N Zo�'o O�mE U a w ¢ m a < 3 m go 0 i £ 2 8 $ rc M m 0 a c -n N n n 9< 10 i� i 00 z o a o n 1 /'1/ FLATWORK SCHEDULE & WALL CONSTRUCT: DETAIL REFERENCE AI EXPANSION JOINT Detail I , Sheet L-2.1 A2 COLD JOINT Detail I , sheet L-2.1 A3 CONTROL JOINT Detail I , sheet L-2.1 A4 CONCRETE PAVIN6 Detail 2 4 4, Sheet L-2.1 AS ORA55 PAVE Detail 4 , SheetL-2.12 OCONCRETE BAND Detail 5 , Sheet L-2.1 A9 MONGURB Detail 5 , Sheet L-2.1 OINTERLOCKIN6 PAVER Detail 6 , Sheet L -2.1 A9 PILASTER a BALLFIELD Detail I , Sheet L -2b ®I CONCRETE STAIRS AND CHEEK Detall 2 , Sheet L -23 HALL / HANDRAIL All TUBULAR STEEL &ATE H/ PILASTER Detall I , 5heetL -2.14 (BUILDIN6 PERMIT 0 11 -1246 ) ®I LODGE POLE FENCE 4 SATE Detall 5 , Sheet L -2b 8 I1 2 51N6LE 6ATE Detall I , Sheet L -2DOUBLE 6A7E Detall 2 , Sheet L -22 ®I LON NALL as PARK ENTRY MONUMENT Detail I , Sheet L -2.9 I SIMULATED BRIDGE a VEGETED SHALE Detall 2 , 5heetL-2.12 1 8' HIGH. GHAINLINK FENCE/ GATE Detail I , Sheet L -22 (BUILDING PERMIT % II -124(o ) ®I 20'14161-1. GHAINLINK FENCE/ GATE Detail I , sheet L-23 (BUILDING PERMIT % 11 -124(p ) (AI�y 6' HIGH. GHAINLINK FENCE/ GATE Detall I , Sheet L-2.2 CONCRETE 5EATNALL Detail 2 sheet L-2.6 ® 6' -0" HIGH. PILASTER Detall I , 5heetL-2.10 .® CORTEN STEEL 006 PRIN75 EMBED IN CONCRETE. SUBMIT SAMPLES FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION DECOMPOSED GRANITE PATH Detall 2 Sheet L -7.5 BOLLARD Detail 4 5heetL -2.10 V RACK 0 V -DITCH Detall 5 , 5heetL -2.10 p25 NOT USED ®PERIMETER HALL Detail 2 , SheetL-2.10 ^ Detall 2 , Sheet 552 V/ PLANTER HALL / SEATHALL Detail 2 , Sheet L -2.9 A291 VEGETATED SHALES AND Detail 2 , Sheet L-26 BOULDER SCHEDULE INSTALL 4' -0" HIGH. GMU BLOCK Detall 4 , SheetL -2.16 RET, NALL H/ T5 FENCE Detail 2 Sheet L-2.11 Detail 5heet3SS OBALLFIELD SCHEDULE SITE FURNISHING SCHEDULE CONSTRUCT: DETAIL REFERENCE DI 51NSLE PICNIC TABLE 4 PAD D2 GROUP PICNIC TABLE 4 PAD OCONCRETE BENCH 4 PAD ®4 ACCESSIBLE GONG. BENCH 4 PAD OTRASH / RECYCLE RECEPTACLE OPEDESTAL DRINKING FOUNTAIN ONALL MOUNTED DRINKING FOUNTAIN a RE57OOM BIKE RACK H/ CONCRETE PAD O24" H. X 64" L. BENCH N/ BACK Detall CONSTRUCT: DETAIL REFERENCE/ PICNIC, PAD Detall MODEL NUMBER: BI PITCHING MOUND Detail I , SheetL -2.16 B2 BACKSTOP H/ BACKBOARD Detail I , Sheet L4.1 OINFIELD ( BUILDING PERMIT % II -1246 ) MIX - STABILIZED PRO GOLD REFER TO SPECS. OBACKSTOP NETTING Detail I , Sheet L -2.1 O BLEACHER H/ GUARDRAIL FURNISH AND INSTALL MODEL NO. OSPANISH ROVED EQUAL CONTRACTOR SHALL TM- K12074, AVAILABLE FROM 5ANGUT SCORE LINE AND APPLY STAIN TO PER CIVIL'S PLANS TOMARK SPORTING. INSTALL PER ETCH CODE NO: OPITMU5 MICRO SAND (05) MANUFACTURER'S CONTACT : MIKE DAVIS HE INNOVATIVE 006 PARK - BID ALT k 4A SPECIFICATIONS. OOU60UT FINAL COLOR TO BE SELECTED BY THE CITY Detail I ,Sheet L-2.4 BT BASE AND HOME PLATE Detail 2 , SheetL -2.16 B8 BACKBOARD 0 5AGK5TOP Detail I , Sheet L -2b O5CORER'5 TABLE Detall 2 , Sheet LL -2.4 SITE FURNISHING SCHEDULE CONSTRUCT: DETAIL REFERENCE DI 51NSLE PICNIC TABLE 4 PAD D2 GROUP PICNIC TABLE 4 PAD OCONCRETE BENCH 4 PAD ®4 ACCESSIBLE GONG. BENCH 4 PAD OTRASH / RECYCLE RECEPTACLE OPEDESTAL DRINKING FOUNTAIN ONALL MOUNTED DRINKING FOUNTAIN a RE57OOM BIKE RACK H/ CONCRETE PAD O24" H. X 64" L. BENCH N/ BACK Detall 5 , 5heetL -2.13 PICNIC, PAD Detall 4 ,5heetL -2.13 Detall I ,51heetL -2.13 ADDITIONAL PEDESTRIAN Detail 2 ,SheetL -2.13 MODEL% SLURS- 36RBU, SKIN PATTERN : VERTICAL GRILLWORK, COLOR: EVERGREEN, TEXTURE: RAE #6012. AVAILABLE FROM FORMS AND 5URFACES, CONTACT: KELLY MCKEONN a (619) 991 -1635 Detail 5 ,SheetL -2.5 PER ARCHITECT'S PLANS MODEL% OTC RO -BR BIKE RACK WITH 13LACKSMOOTH BAR, AVAILABLE FROM QUICK -CRETE PRODUCT CORP. INSTALL PER THE CURRENT MANUF. SPECS. AND RECOMMENDATION, MODEL OIOYAL645 KITH BACK. AVAILABLE FROM QUICK -CRETE PRODUCT CORP. INSTALL PER THE CURRENT MANUF. SPECS. AND RECOMMENDATION, ®I 24" H. X 64" L. BENCH WITHOUT BACK 02ROYAL84B WITHOUT BACK, AVAILABLE FROM QUICK -CRETE PRODUCT CORP. INSTALL PER THE CURRENT MANUF. SPECS. AND RECOMMENDATION, DI 550 UNIT AT &OUP WIND TURBINE (NOT A PART OF THE PICNIC, PAD ®I SBO UNIT AT 51NOLE BUILDING PERMIT) - BID ALT. *I PICNIC PAD ®I PICNIC TABLE IS MAILBOX (5 TOTAL) MODEL% 03- 2460 -BI6 MODEL# A- 20/5 -52 MODEL% ARC TABLE, QARG84PT -ADA, COLOR: P6- COPPER (6EN2), TEXTURE: T -7 (ACID ETCH), SEALER: MATTE ARMADILLO MAILBOX WITH FONT DOOR, AND SOUND POST. COLOR: GREEN, AVAILABLE FROM ARMADILLO MAILBOX SALES AND DISTRIBUTION GENTER.IN5TALL PER THE CURRENT MANUFACTURER'S SPECS. TEL: I (HTT) 722 -0221 REFERENCES DESCRIPTION BY. OASPHALT PAVING © CONCRETE CURB OCONCRETE CURB / 61.11 OCONCRETE STRIPS OCURB RAMP C7 FULL BOX- FOR FUTURE ATHLETIC FIELD LIGHTING IF APPROVED OPEDESTRIAN LI&HTIN6 PARKING 1-15H7I1i `5) EXISTING NALL a VON PLAZA O TRASH ENCLOSURE PU ROOF (PERMIT NO. 10 -974) I PLANTER NALL ® VEGETATED SHALES CONSTRUCTION 4 CONCESSION STAND / RE5TROOM (PERMIT No. 10 -9-11) RE5TOOM (PERMIT No. IRO -972) 4 TRASH ENCLOSURE W/ ROOF (PERMIT NO. IRO -975) 4 V -DITCH RETAINING NALL (PERMIT No. 10 -9"15) PCC/ AS ® CONCRETE V- &UTTER PAVER FINISH SCHEDULE I c, l BID ALTERNATE ITEM `- CONSTRUCT: DETAIL REFERENCE PER CIVIL'S PLANS 61 WIND TURBINE (NOT A PART OF THE 'SPANISH FINISH: FINISH Y60PTDIMUV OR APPROVED BUILDING PERMIT) - BID ALT. *I PER ARCHITECT'S PLANS PER CIVIL'S PLANS ETCH CODE NO: OPITMUS MICRO SAND (05) ADDITIONAL PEDESTRIAN PER ELECTRICAL PLANS CONCRETE PRODUCT, (949) 496 -7OT7 L16HTIN&-51D ALT. k 2 Detall 5 , sheetL -2.12 PER CIVIL'S PLANS ® SOFTBALL FIELD 4 - BID ALT. M 5 SEE SHEET LBA -10.1 4 10.2 OSPANISH ROVED EQUAL CONTRACTOR SHALL PARKIN& LOT 'A' 5ANGUT SCORE LINE AND APPLY STAIN TO PER CIVIL'S PLANS PARKING STALL 510E OF 51DEHALK. ETCH CODE NO: OPITMU5 MICRO SAND (05) CONTACT : MIKE DAVIS HE INNOVATIVE 006 PARK - BID ALT k 4A SEE SHEET LBA -0.I 4 0.2 FINAL COLOR TO BE SELECTED BY THE CITY BID ALT. %45 SEE SHEET LBA -0.2 4 0.3 PER CIVIL'S PLANS ® SKATE PARK - SEE ACTION SPORT CONTACT : MIKE DAVI5 H/ INNOVATIVE DE516N PLANS PULL AND HIRING REFER TO FINAL COLOR TO BE SELECTED BY THE GIN ELECTRICAL PLANS 'NATURAL I END ALT. k 5A SEE SHEET LEA - 8.1 EQUAL. ETCH CODE NO: OPITMUS MICRO SAND (05) 510 ALT. % 55 SEE SHHET LEA - 8.2 PER ELECTRICAL PLANS CONCRETE PRODUCT, (949) 496 -707 510 ALT. % SO SEE SHEET LEA - 8.3 Detail 5 , SheetL -2.12 BY THE GIN PER ELECTRICAL PLANS Detail 5 , 5heetL -2.12 Q PLAY6ROUND - DID ALT. %6 Detall I 5heetL-2.15 FIELD VERIFY LOCATION (P.I.P) PER ARCHITECT'S PLANS 67 PARKIN& LOT B, G, D 4 E PER CIVIL EN6. PLANS AG PAVING - END ALT.% I PER ARCHITECT PLANS PER CIVIL'S PLANS PER ARCHITECT'S PLANS PER ARCHITECT'S PLANS PER ARCHITECT'S PLANS PER CIVIL'S PLANS PER ARCHITECT'S PLANS PER CIVIL'S PLANS PER CIVIL'S PLANS DESCRIPTION: PRECAST CONCRETE PAVERS" DENSE, T16HT PAVER SURFACE. NO VISIBLE A&GREGATE SHAPE: TUMBLE CA5TLE GOBBLE I AND 11 COLOR: TUMBLE BLENDED CREAM / TERRA GOTTA / BROWN FINISH: 2AOEDX SAO ", SAO" X 5.90 ", AND 5.410" X 5.9011 1 6A0" X 8.90" PATTERN: ASHLAR AVAILABLE FROM ANGELUS BLOCK CO., INC. REFER TO PET. b / SHT. L -2.1 EXISTING CONDITIONS DESCRIPTION COMMENT OEXISTING SIDEWALK PROTECT IN PLACE (P.I.P) OEXISTING HALL FIELD VERIFY LOCATION (P.I.P) ® EXI5TIN6 FENCE PER CIVIL PLAN HARDSCAPE FINISH SCHEDULE DESCRIPTION: DESCRIPTION COLOR: 'SPANISH FINISH: FINISH Y60PTDIMUV OR APPROVED Ell EQUAL. H ETCH CODE NO: OPITMUS MICRO SAND (05) �5 CONTACT : MIKE DAVIS H/ INNOVATIVE CONCRETE PRODUCT, (949) 496 -7OT7 ®� FINAL COLOR TO BE SELECTED BY THE GIN. COLOR: 'DARK WALNUT' STAIN APPLIED TO FINISH: PEBBLE PER DETAIL 2 /SHT. OSPANISH ROVED EQUAL CONTRACTOR SHALL 5ANGUT SCORE LINE AND APPLY STAIN TO PARKING STALL 510E OF 51DEHALK. ETCH CODE NO: OPITMU5 MICRO SAND (05) CONTACT : MIKE DAVIS HE INNOVATIVE CONCRETE PRODUCT, (949) 498 -7077 FINAL COLOR TO BE SELECTED BY THE CITY COLOR: FINISH FINISH: BYO OPTIOMIUUV OR APPROOVVEEDNT EQUAL. ETCH CODE NO: OPITMU5 MICRO SAND (05) CONTACT : MIKE DAVI5 H/ INNOVATIVE CONCRETE PRODUCT, (949) 498 -7077 FINAL COLOR TO BE SELECTED BY THE GIN COLOR: 'NATURAL I FINISH: PITSNBLAST � TY FINISH ' IMUUV ORPROOVEED EQUAL. ETCH CODE NO: OPITMUS MICRO SAND (05) CONTACT : MIKE DAVIS H/ INNOVATIVE CONCRETE PRODUCT, (949) 496 -707 FINAL COLOR TO BE SELECTED BY THE GIN LIGHT FIXTURE LEGEND SYMBOL DESCRIPTION CC 14' PEDESTRIAN L16HT FIXTURE O-® 14' PEDESTRIAN L16HT FIXTURE - BID ALT. % 2 Ell 18' PARKING LIGHT - SINGLE FIXTURE H 20' PARKING LIGHT - 51NOLE FIXTURE �5 20' PARKING LIGHT - DOUBLE FIXTURE FOR ALL PRODUCTS SPECIFIED, CONTRACTOR MAY PROPOSE AN EQUAL FOR REVIEW AND APPROVAL BY THE CITY ABBREVIATIONS ABBREV /SYMBOL DESCRIPTION CC CENTER LINE ALIGN PA PLANTING AREA TYR TYPICAL - - - -- EXPANSION JOINT CONTROL JOINT ®� AZTEC BOULDER AZTEC GOBBLE 4 BUFF BEACH PEBBLE PER DETAIL 2 /SHT. b. THE FINAL SELECTION TO BE APPROVAL BY THE CA CITY'S REPRESENTATIVE. A DIGITAL FILE HILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO A5515T THE CONTRACTOR / SURVEYOR IN ESTABLISHING HORIZONTAL CONTROLS NECESSARY TO FIELD STAKE PAVIN6, WALKS, HALLS, TRAILS, MON CURBS, ETC. AS SHORN ON THE CONSTRUCTION PLANS. UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS vr����o PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �//I,� G!"t a 31591 Camino Capistrano a® Rj M 111N�V 8 w .RJMdes9 gruup,mm2fiT5 GI [9491493- 693 fax TWO HORKING DAYS SIGN DATE [91493 -2600 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN NED Bv: DRAWN SBYFE CHECKED ev: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD LocnnoN: SEE SHEET c -o.t HORIZONTAL DATE: �°1u� ENCINITAS COMMUNITY PARK 10630 -G A. NO.'. 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.840 DATUM: NGVD 29 LA Y P. JA,-L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION LEGEND AND NOTES x4.0 SHEET 5o OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA Q A a OO �O �a a a� 5 C m F- �a Y sa ry 9� c .. 9a �o xN 0 Q 1n rc n on I I 1 I 1 I I 1 I Q 1 I 9 1 I 1 I 11 I 1 °I IQ I i I L I I ,O� I I � I I I I I I I I 1 1 I 1 I 1 I 1 I I I I I I I I I I I 1 I I I O I I 1 I 1 II II -I _ 1 a Ic Io i8 �,® - - -- If �,�f I�� i +i+ I _I _ r1 if I if it if if if 4 if __ _— 6 I I 3 --=�-- II 6v —III i Ill III \\ (-- x --IllI I� II ___— c --LI ______ __ ______ _ \\ I l \ I \I 1 - -- - -- - - - -- I I ! Ir/I OA FLATWORK SCHEDULE & WALL REFERENCES HARDSCAPE FINISH SCHEDULE °°N91W1°T, DETAJL REFHffiILE DEBLRIPTILN T'. =IPTION. EXPANSION XANT Detail I ,yweti-4ul O Ay T FAVINS PER CIVICS PLANS COLOR. 'SPANISH SOLD'WITI Far ANT GOLD PINT Potoll I , 9gn1 L-3J FINIBX. FINISH BY LPIIMS LR AFFPOVED EI LgGREIE CURS PER OPALS FLANS EI LODE NO, OFITHUS MICRO SAND (04) 604 ROL . Nr Datoll I , Eaeet +jam' - ® wNNTL FE PMRxO , laav) E-T � LLNGRETE ARB / SUTTER PER CIVICS PLANS FINAL L OR TO BE SEELTED BY THE CITY CONCRETE FnVINS Detan ] i {, EneetJ_ LDLOR: DARK WALNJT STAIN APPLIED TO 4 LONORETE STRIPS FER CIVICS PLANS Il FINISH: SPANISH BLLD LONL, SEE EI pJ A$ ERASE PAVE Potall �' —, SNeetL3i O OR AFpFOVEp EQUAL. GOMRALTOR SHALL CONCRETE BAND Dntall 5 TJ,eet L-1 ® 601M RAMP PER 61AL5 PLANS SAWCUT SLLRE LIME OF I VEH LTAIX TO PARK6 STALL SIDEJ5 SIDEWALK. ETLX T HIRE VAAS5 MICRO SAND (CS) AT Ii7YGURB Detail B ,Saeet L-21 ® CONTACT : MIKE DAMS W)I MS-1017 PULL LU - FOR FNVRE nTILETIL PLLL AND WI FLA REFER TO CONCRETE FR TO ft, (549) MD-TOT INTERLCLKIN6 PAVER petPll �, EyOtJ,y1 FIELD LIBHTntlIF APAPOV® 4EOTRILAL PLANS F�IpN9KT{- C�OpLORpRTpOWBryE SELERLEI® BY THE CITY © PEDESTRIAN LISHTINS PER ELELTRILK PLANS ❑L Lry"ta' p1NlgsHI Ey D'OPrIM,g' p[ gppROy2pM A9 PILASTER a BALLFIELD Dntall ,suet L -36 PobIl a Sl:eetl _e,n FINISH. ffr ETLX LOGE NO: OPITFJS MICRO SAM no PPRKINS LISXTINb PER ELECTRICAL PLAM$ CONTACT : MIKE DAAS W/INNOVATIVE CONCRETE STAIRS AM CHEEK Potall 2 , saet L9! ® MR E B AL MANS CONCRETE FRI (949) MB -TOT WALL / W RAIL FINK L0.0R TO SE SELECTED 41 EXISTINS W4L C VON PLAZA FIELD VERIFY LOCATION IP.IP) BY THE Lltt All TAI STEEL GATE W PILASTER Dntall I , snet� -'�1 T ®(W ILDINS PERMIT a 11-1346) TRASH ENCLOSURE W ROOF PER AROHITELT5 PLANS Q LOLta' FININ9X VE E(I�WgITXpL2I MIC LOO6E MILE RNLE a SATE Porall B , Shoat 426 (M1ERMIT NO. 10974) FINISH. EQJK. ETµ CODE NO. OPIFO SAM (K LINSLE bAIE DetPll �, sKetLO2J. pLANTER WALL PER ARCHITECT PLANS CONTACT :MIKE DAMS W/ INMVATVE CONCRETE FROD OT, (9M) 490 -TOIT DdUDLE SATE DetPll �' —, sKetL -ii FINK L0.0R TO M BF1EClED VE6ETAT® $YNLES COIfaTRULTON PER VVILS PLANS BY THE CITY 4I LOW WALL O PARK SI MONUMENT PoWl I VI LE2A CONCESSION STAND / RELTR�M PER ARCHITECTS FLANS 0MAMIT NP, 10-97) SIMULATED ERIpE{ 1 VEE{TCD SHALE Detall 2 sleetL -j",12 Q9J RESTROCV MWIT No, IO-T2) PER ARCHITECTS PLANS I H HIGH. LHAINLINK FENCE/ GATE PotPll I suet{ eTV$q� TRASH ENO44SWRE W ROOF PER ARCHITECTS PLANS ®151IILDIN D PERMIT s 11-12A5) mezMrr M. Io9Ti) I 2O' HIGH. GHAINLINK FENCE/ GATE Pend J_, s:eetL -20 ��^ (DJILDIN6 PERMIT a 11 -1246) {fib) V -DITCH PER CIVICS FLANS 6' HIGH. ONAINLINK FENCE/ GATE Detail y, EvetL32 AVZA RETAININS WALL PER ARO111TEOT5 PLANS CONCRETE SEATWPLL Detail 2 ,suetfN6 (FB[MIT Np. 1 p2p 0' -O" NIGH. PILAsmet Detail I stem - J PCC/ AS PER CMLS FLANS CORTEN STEEL DCB FlFINTS EP@ED IN CONCRETE. sRMIT SAMPLES ® �E V- SUTTER PER CMLS PLANS FOR REVIEWANp APPWJVK PRIOR TO Lwil 2rld1 E MVITFD RE AMTS PATH pelIN �' sMet1 BOLLARD PotP11 4. ENeet4d,I2 RACK 6 V -DITCH DetPll Y ,Eaee� NOT USED ® FERIKEIER WALL Datoll, suetL -0.10 Detail ,Saeet RI �2B PLANTER WALL /SEATWALL Datall 2 'suet+jQ (VY,d VEOETAMO s-IA[N PND Detail 2 ,saet"b BOULDER SGIEP.LE INSTALL 4'O' HIGH. CFN BLOCK Dntall 4 ,sued -20 RET. WALL W 5 PENCE PO�OIII Imeot;llSE: II I II °p I II 0 0 0 O - -mHOL 11 +I II 1 — If_ II ii +I 'I`j ' ++ i+ + +� III J; II , II 1 N I I 41i iII" 1 E - - - - -- - 1 Z I 1 i_ - -- - - - -- � 1 coo I I W I _ 1 W 1 � I 1wj II q) I a IT I PA PEA j Q A A4 1 f LL CENTER LINE ALIGN PA PLANTINSAREA 5EE 5HEET L -1.0 FOR 0ON5TRUGTION TYP TTICAL EXPANSIONIOINT LEGEND AND NOTE5 O rWL JOINT ®� A2TEC E I EI III COBELE 0 R PE AIL 2 PEBBLE PER pETAIL 3 / L-2b. THE FINAL uO N To SE R- ST THE OI ttS REPRESENTATIVE. GENERAL NOTE A POITA- FILE HILL BE �IXW TO THE FRIOZ TO THE START OF �TRVCTIOn[ TO ASSET THE NORTH SCALE: VIEW 20 10 0 20 40 UNDEK5KCUND 5 /e5V�lcle IALFRT SAN ELIJO JOINT POWERS I `APP , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT Pa P'y 31591 Camino Cainish o ®�, Rj M .J 3 San Juan Caplstn no, CA 92675 DASH www.RJMdeslgngroup.wm DESIGN 16'IEC.J wA a [9491493-2690 fax TWO WORKING DAY5 SIGN DATE TAE fdF' 19 4 91 49 2 -2fi00 phone SIGN DATE SIGN DATE DINEC710MI ENGINEERING DATE SIGN DATE BEFORE YOU DIG p L� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESK E 71) BY: DRAWN sBYF !CHECKED c Y: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPS��P LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: 4^a'+'• ihvd�7 _ ENCINITAS COMMUNITY PARK 10630 =G .A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.1 SHEET 51 OF 201 PLANNING CASE NO: 04-197 VUP/DR/ -' El' a 90 ^O i 8 $ rc M m a c nlid �s 9¢ IQ i� i z� o a Ix o I. ® FLATWORK SCHEDULE &WALL REFERENCES OLfERdATTl DETAIL REFERENCE DESCRIPTION EI 1 SAVER FINISH SCHEDULE Ili I 1 � 1 - = - I DE3CRITIONi 11 I I I - I AI e>v'w"Slou.iolNr vnmll i , s'InntL-2.1 O wsPHUT PwvINS PER CIVICS PLAm 1 O PRECAST CONCRETE PAVERS •' DE ERT PAVER SURFACE. NO VIB J I COLD JOINT Deall . nt 9.1 Q CONCRETE CURB PER LIVILS PUNS CONTROL JOINT DOWN �, nll2L SHore TUMI CA VTLE COW 1 AND n CONCRETE CURB / EVfIER PER LMLS PLANS - 1 1 COLOR: n BLeWED CREAM / reRR,, CORA / exowN I III II 60_ - b, } �o _ CONCRETE PwVlrle vnmll 1tt, $ t�Z 1 _ MIXED I IIUP" _ _ _ FINISH. 3.90' X S.90'.590' X 5.90', AND D90' X s.90 . �y/ ® CONCRETE STRIPS PER OIVILS PLANS DAP. x •• 1 1 ,_ PATTERN: ASMARO I _ _ ___ //1 _ _ O CONCRETE PAVE DOW ♦ ,Sheet Lbl3 _ I - AVAILABLE FROM ANCI BLOCK CO., INC. I _ * D1A' - - L -T- CONCRETE BA10 DetC �, SFpet L -3.1 SO CLRB RAMP PER CIVICS RAN$ REFER TO DET. e/ SM. L -zl = - -- -� - - Ai MowcLTE DeW I E Sheet 42.1 O \ 1 - - b IR" BOX - FOR FUTURE ATHLETIC FELL AND W1R1NS, REFER TO L .I o - INTERLOLKIttl PAVER Detall 6 SMet 42.1 FIELD LI6HTIN6 IF APPROVED ELELTRILPL PLANS �L , Qy- I / / - - - - _ _ - ® O PEDESTRIAN L16Ni1Ne PER ELECTRICµ PLV19 11 �/ o r Yk PILASTER 6 EALLPIELE, DAWN 1 s tf j' h Detml B eet 9 ] E 1 E- 005000 - I I �_ _ _ - _ _ _ - IT/ J 1 _ _ -I - L -2y PPAKITK LIOXTIN9 PER ELEL1RILµ PLANS _ _ /£1- J ®I CONLREIE 5TA11¢5 AND LNEEK DOWN ] ,Snot Oeta 9 BnntL -]j2 A� 1"E PIP, Ly - also 3 3 - _ _ _- \ - _ O ly - - -- io_6 ' WALL / XAILMIL O EXISTIMS WALL • ION PLAZA FIELD VERIFY LOCATION PIP) T Ji 1+ O 0 _ _ _ _ - 2" HP GAS r _ _� _ _ _ _ -/! - >v All P.&'ILAR STEEL GATE W/ %LfSTEft OeWll �, SY:eetL$L4 M ill ------- - - -� -0 ___ -- _____ - - -_ -_- _-� �__ - - - - - -- i - - -- Al TMP A3 IBUILDIN9 PERMIT n -ISM, Q�O TRAS ENO, REWRDO PR AR LT'S NS TMP 1 ®I UOPM POLE FENCE a &ATE Detall E 5tnet L -]I IY4RMIT 1b. 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PILASTER DnW SbntL -1ID A4 A 15 2 ° ( - - - -- rr �i 9 CONCRETE V - O i9 PER LI L5PL NB II / D • ..1 S 10� - pA- FOR R 9reR POI PRINTS INIMP PRIOR IN CONCRETE, %IBMIT $AMPLE$ - L ___ FOR REVIEWAWA PATH PRIORTOCWfj 2TON DECOMPOSED &f WLIE PATH Potall 3 , SM1eel42D I% - •w, BOLLARD Detail 4 SXeetl I RACK a V -vITCH Detail B sMel42M BID ALTERNATE ITEM CObIRL'CT. DETAIL REFERENCE 11 , :.• / - _ - e... ` 1^I- G D 1 ® PERIMETER WALL Down s t O WIND TuxBINe MOT A PART of THE \ - 7 &1 PER ARCHITECTS PLANS • � r a NI 4 g PLANTER HALL /MATWALL p4NIII 2 S tLTLR BIILDIN6 PHYIIT)_.�µT..T 2 1 .: I. ' • , �/ ADDITIONAL PEDESTRIAN MR ELECTRICAL PLANS 3 1 I I 1 Ab B Gl 1 V ` v&eTArep NES AND DnWl 7 ,ntL -21 ® IENTN6®Ilr.02 pW R $(get L2 BWLGEIi SCHEDULE gO�TBµL FIELD t Bm µT. B SEE SIRE} LBA 10.1 t I03 ■ pq 1 Lii ® PARKINS LOT'A' 21 INSTALL ,'-O' HI&X. LMl gLOLK DAWN �, sneet43dE 111 11 52 I IEI, WALL W TS FENCE Detall ] , nt 4].II ® �" PAM - !D µT • M SE SHAT LBA • 93 pebll � Sheet-55T MD µT. • 4B SEE 51a£I LBh93 0 9.5 1 Il PA ® SKATE PARK - SEE ACTION SPORT 1 / (�i\ y PMISN PLANS O O J \�p \ A A 1 - ` 8. S FURNISHING SCHEDULE SAIL REFERENCE No ALT. • x SEE SI�EI USA - as J / /%\ r'l so ALT 0SO ME 64MIT LEA -63 PA �j/ / • W 2 SINOLE PICNIC TABLE 4 PAD DeW B AA RL 3 n yI PLAYCRLUID - HID µT.•6 peW J_ °!e0tL / ^ D] BRLUP PICNIC TABLE a PAD DOW I � Sbet L -3.B 8 1 / I 8 M CONCRETE BENCH < PAD DeW HA tL -2.B I / S'1 EQp•e PER CIVIL E8 PLANS T -30 PLLE551ELE LOHL BNLX a PAD DnW I � Mnt L -=tB AL PAVII - •D µT11 HARDSCAPE FINISH SCHEDULE INoN D _ T -31 UUU l✓ SKATE PARK- / DS TRIER /RELY E MODEL «SERB -VRW GCGRITGW W RGBrtALLB M=EL*TIH2N. VERTICAL BRILLMoR COLOR: / EVERE#EN. TE%TLRE: Sp RA- •WI3. AVAILABLE ® PINT EY �MUS OR LOLLR. ANI5N fi0 WITH FETARDAM D\ FOR BASE BID SEE SHEET L -6.2 & 6.5 CONTACT. " "' ' g PFO BC FROM FORM^v AIm ELUAL. \ , SU FA/CMCKE• N • (bl4) ETCH LODE NO OPITMIS MICRO SAND (OS) 991-1656 CONCRETE PROLVLT, MAN) M6 -10TH / / CONTACT. MIKE DAVIS W INNOVATIVE eo / T -3 T_15 FOR BID ALT# 5A,SEE SHEET LBA -8.1 x PI µ COLOR TO M SELECTED BY THE CITY. A21 FOR BID ALT# 5B SEE SHEET LBA -8.2 H O COLOR, DARK W NR' STAIN APPLIED TO J .. I ` / SAWCUT SCORE LINE AND APTLY STAIN TO O RpHiµ pRINKINS PCNTAIN Debll �, 9Met L]2✓Z FINISH. SPANISH 60LD CCNL., 00 PROVE OR T -S PARKINS SVEDLEW�µ. FON LTA SW.LL y /� \) \, / pI W MOUNTED DRINKINS PER ARCHITGTS PLANE I l..J / FOR BID ALT# SC,SEE SHEET LBA -8.3 / O ETCH LODE 40. OPITMA MICRO SAND IDS) T- 4 FOUNTAIN a RESTPOOM CONTACT: MIKE DAVIS W INNOVATIVE MAN - - I/L / BIKE RACK W LLtILIEIE PAD II A O-LIPO -BR BIKE CONCRETE PR TO SELECTED TED ey 1 ,I au'1 FINAL COLOR TO BE °AELTEp BY THE clx , ELKLAR -E FROM ❑ FINI YESTWMD BROW' WTNRETARDANT \ / L FIN(gH BY GPTODE' OR APPROVED / AVAILABLE FROM FINI$N: ENSµ ETCH GODS NO. W INNOVATIVE ATIVE SAND b DORS" WEAL - PER THE CRE CONTACT, MIKE DAVIS W *15- 10TIVE CORP. CURRENT MAMI PER CS. FINAL TE TO INS, IX MB -10n / ARE FEE MMEM SPECS. FINAL GOLLR TO BE 9ELELTGp PA / . AND , AVA IL EIIDAnoO Br THE CITY A / O 34' W. X 04' L. BENLX W BUCK MODEL OIROYµB4B WITH COLOR, NATURAL ORE' WITH LICHT SANDBLAST /j�) FINISH: IC ETCH CODE W. OPITMUS MICRO SAW / RETEPRER THE ❑ FINISH ONTACT MIKE DAYS WININ�ATIVE WRREM MAN.P. SPECS, CONCRETE PRODUCT, (RAN Kb1OTT CORP. GGPP. IN5iµL PER TIff AND RECOMMENDATION, FINAL N To BE SELECTED � DHE 01I TMP' \ 17J Al ❑ 34' W X 64' L. BENLXWITXOVT BACK / A I EI AVA ILAB LE FROM M CORE RETB PER THE A CORE WETµ) PER A3 LURREM MAN)F. SPECS. _ P AND RECOMMENDATION SEE SHEET L-52 FOR / 1 h EXISTINS TREES TO REMAIN. ♦ DII Pam�PADT &ftLw MpDEL•asa4r�o -Ble A21 A4 A A DI Em UNIT AT 6INELE MODELS A_20/S -B3 ® PI NIC PAD ®I PICNIC TABLE MpDEL. 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DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESI EKED BY: DRAWN SBYFE CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EU DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPP LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: A*MI _ ENCINITAS COMMUNITY PARK 10630 -G A. N0.'. 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.2 SHEE 5z OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA C a ao �0 a m 0 S n 'o m� 9¢ �m iNi z0 �o a In o n I_\ F r!! ml I& 1L a Im }C 8 PA W I � 'k * MATCHLINE SEE SHEET L -1.2 im SEE SEE SEE SEE SEE SEE SEE miim/1m p,A(,L ICI 70 SPACES 1�j ll11 10 ACCES ID 11 I� IT /1/11V v ''18 TOTAL 1V 17 U PA Plot �l J/ YTAIA/ J '% ■ M MATCHLINE SEE SHEET L -1.5 62 •• r--- - - -- FLATWORK SCHEDULE &WALL I GOILETRIDTT D TAIL ReemJCe .: I,t • AI EXPANSION .PINT DaWl I ah"t LKI Y. •' is }.:: t �•{ • ( • ` - 6 O LOCO LOINT Detall �_. sNIi l A4A G2 ' O CONTROL WANT Detail I .5I 4al OCONCRETE PAANS P44OI ] P ♦, Srygl11-• L 6 / SITE GSCHEDULE REFERENCES II O teRAeh PAVE Satoh 4 ,SgtL-1I2 BID ALTERNATEIT&M J 6DN9TFLCn oETNL la@B�1GE D II Y. O CC$CRETE BAro Detan s , sn"t L-21 ? 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W LOWE POLE FEHLECSATE DOtPII •L,SHeetL9t RI 6012, TEXTURE. 6 FLU SO FV 1LETIC FULL AIm LAWNS REFER TO O RATE PARK - SEE gLTCN SPORT RI X6012 AVNLPBLE FIELD LISXTI D ELECTRICAL PLANS 51N$LE SATE Detail 15tgt}r73 DESIGN BANS FROM FORMS y.RFACES: CONTACT : O PEDESTRIAN LI6MI PER ELECTRICAL BANS ' re. 0.1' 1BLE BATE Detail 5tgt}' -{ ■b I T. • M `EE SHEET LEA - 6 KELLY MLKEOVN a (B I9) Detell Y . SMetLa.D VI •D KT.•M 9CC$RIET LEA 991 -IB99 A3TYP, ITC ALT. X SL SEE SHEET LBA - D3 O PANTING LIEMINS T PLR ELE�iIRICK M1AN$ LCW WALL s PARK ENTRY MONII%NT Detall I sn"t om- •9 Detail B ,5nON PILE W 51M.LATED BRIDGED VEEETED SW4E penll ] SaetL -]J] ® PLAYBRdMD -•C ALT.♦ PoWII ,$nee! 'LEER DB PEOE9TAL DRINKINS FOUNTAIN Dntall 9 ,S�gtLaD O EXISTNS WALLO NPLAZA FIELD VERIFY LOCATION IP.I.PI O U] 8' XI6X. GIAINLINK FENCE/ SATE petaU I Sgt4]2 OWALL MI6 RE DROKK PER ARCHITECTS PLANS � TM9N EIGL6Jl W F9GP PGR PRCNNECT' FLAW (BUILDING PERMIT P I I- i46 ) FOUNTAIN s RESIPOfA -I (PANTIE NO. 10- 9) W ®j 30' HIGH. LHA IT 0 FENCE/ SATE Denll SaetL-0D 6t INS O - B c, D X E PER CIVIL ATE. PLANS / (BUILDING PERMIT x SNCf6 ) AL li'l - •D ILTJ I D8 61KE RACY W CONLRER FAD � PLANTER WLL M1R PFLXITELT PLANE ' 7 IAIq� b' HIGH. GHAINLINK FENCE/ GATE petal) I , 5igt RACK MODEL* p.CIF4 -BR EIKE I'-� .L�'V!/1 LA6<5TX VEGETATED ES LONSTRULTIOX PER LIVILS PLATE ~~ BLALKSMOOTH BAR, CONCRETE SEATWALL Pobll ] $Melt 36 GUICK- FETE FRM � C IIRMIT 1 STAND / RSTRWM PER ARCHITECTS BANS CARP -CRETE L PER T T (PERMIT 10911) , x ® B'-O" XI6H. PILASTER Pobll 9MelL9J0 8 CU CORP E INSTALL PER THE / CURRENT MAWF $PEGS. RE9 (fENTIT W. 10 -412f PLR PFIXITELTy PLA1tl ' v ® FORTES STEEL D A PRINTS EMBED IN CONLREIE. 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LMl BLOCK Detail 4 SgtL4.W PICNIC PAD PRECAST CONCRETE PAVERS " ' ®I RET WALL W T5 PENCE PoWrl 2 S:q! LKII ®I EEO MIT AT SII MODEL* A -30 ❑ SAh PAVER OLRPAG6 NO VISIBLE Detall 5n"t -_� PICNIC PAD SHAPE, TUMBLE CASTLE LCffiLE I AND II ' ®I PICNIC TABLE MODEL* ARC TABLE / COLOR. TUMBLE BLENDED CREAM / TERKA COTTA / BROWI 9EFER TO OUT, 6 / 94T. L -2.I oAR654PT ADA coLDR M OED EXISTING CONDITIONS P6- COPPER (6EN]), FlNISM: 290' X 590 , 5.90" X 590} AND 8.90' % 590', TEXTRE: T-T (ACID ETGU, 0.90' X 0.90' • SEALER: MATTE PATERS: ASXLPR DCGRIPIION CQANIBIT AVAILABLE EI 6 111 LUS BLOCK CO.. INC. )I MAILWX 15 TOTAL) ARMADILLO IMILBOX REFER TO DEi, b / 51if L -2.1 O EXI$TN4 SIDEWALK PROTECT IN PLACE fP.I P) 8 LIGHT FIXTURE LEGEND LATH FRONT DOOM, AND $YI -EDL DESCWPnory eRalD PDET. coLOR: 6REON, AVAIL PROM EXI$TNB WALL PIELO VERIFY LOCATION (P.I W FOILED IS O SALES AND AL_ FAR 4 E%I$TIN6 RNCE PL42 CIVIL PLAN OO 14' PEDESTRIAN ANLT- FIXTUR - BID ALT. R2 LENTERIN9TALL PER TE D-B IS PARKINS u6Mr - sINELE EIXiLRE ANT HARDSCAPE FINISH SCHEDULE .O 20' PARKIN,9 LISXT - TEL I (C TIRER5 221 EN6LE FIXTURE TEL I (C77) 122-0221 , DCYiRIrnGiL R(J• 20' PARKINS LIGHT - OGELE FIXTURE , '} COLOR, $$ppANISM 60 'WITH RETARDANT 1 aoxJoo ' o FINISH: PNISI BY Crtals. OR AFMgVED L CONTTACT : NO. O AVIe MICRO SAID (OS) CONTACT: MIKEOA (' OI 5_10TIVE \ �y FINAL. 00 PROCULS I 496 -BY T 1 PINK COLOR TO BE 9ELELTEp BY THE GIN. 6 ' ❑ (ALA: SPANIIFWILD APPLIM TO SMALL 62 D3 A , FINISH. � � W WILD ANO ATY STAIN TO ' PARKING STALL SIDE OF SIDEIYALK. ETCH CODE NO. SIDE OF MICRO SAND (CS) PA DESLRIPNLN CENTER LINE /CC\ K16N CONTACT: MIKE DAVIS W INNOVATIVE LCNLRETE PRODUCT (94U 49B PLANTN6 AREA ..� TYPICAL ' W -,O77 FINAL COLOR TO BE SELECTED BY THE CITY / ! 1 1 ' �. GOBBLE 19FE BENCH y.F{ ❑ COLOI'u FINISH: YGTMYbD BROWN WITH RETARDANT FINISH BY GPTIMUS' OR APPROVED L -2A. THE FlNK SELECTION : F - TO BE APPROVAL BY THE `n LCONTTAACTTL MINES VAVVOIS w'INNO ATIIRio SAND ILLi R A D2 LOKRIE FPOIXCT. (9YU K0 -IOTI FINAL COLOR TO BB °SMELTED LIx UR Al A A4 A ' v, CO R ❑ FINISH. NATURAL NATURAL SRH' WITH LIA SANDBLAST M FINISH BYLRIM15' OR APPROVED T ETCH LOOS NO: L MICRO SAID CONTACT MOV B IOIT _ _ \ W ONCRIE RCO CT. (94U 49V Al xP. CO TO BE ° SMELTEp FINAL I CITY It \ I-a NORTH - - -I - --- - - - - -- ---- - - - - -- TYP. 2 Q \ I Raspy o \ ' D5 P PAS — A3 - — — — — 7 — SEE SHEET L-1.0 FOR CONSTRUCTION ocl EA] LEGEND AND NOTES SCALE: 1" =20' AEHRFVIATTONB \ , 20 10 0 20 40 ABBREVSYMEOL DESLRIPNLN CENTER LINE /CC\ K16N PA PLANTN6 AREA TTP. TYPICAL - - EXPANSION JOINT CONTROL LOINT a� ATTEL EWLDER A2TEL{ GOBBLE 19FE BENCH FEEBLE MR MAIL 2 / $HT. L -2A. THE FlNK SELECTION TO BE APPROVAL BY THE CII RPFaa ERTATIVE. ■rte TYP.(A V MATCHLINE SEE SHEET L -1.4 �J Elm MZ4�m 1 ME(JE)L�M* = m m m m SEE m l uNDEROROUND S /ERV��ICE ALERT SAN ELIJO JOINT POWERS e AUIHUKIIY G /'•t 31597 Camino CaDlahalw San Juan desIgmmno. CA92fiT5 DESIGN 'nmv.RJMdeslgngroup.Lnm �� MGRIM [949�4932fi901ax TWO WORKING DAYS SIGN DATE 1949493 -2600 phone BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DeslcN DESCRIPTION: OC 0019 PLAN LOCATION: SEE SHEET C -0.1 ELEVATION: 215.640 DATUM: SAN HORIZONTAL LA / RECORD FROM COUNTY OF SAN DIEGO VERTICAL ' ,`\� � ". Nil � �'• / L L Q I 1 ell DIRE(7101�0I­ ENGINEERING DATE CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT PREPARED UNDER SUPERVISION OF E �tu?��" iw.•• ..ru • 1 X 1 i WA-11, ' 1• 1 DATE DATE CONSTRUCTION . • • 1 • I• 0 e a 301 �o a i a A � 8� �m I- �a Y 0M m n ON 9� f 9K �o xNi i 0 Q In rc n Cf I. 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SEE ABOVE W FER ELECTRICAL FLANS Dann s , SneetL -in OR AFFROVED FINIAL CONTRACTIX2 SXALL WALL 0 VON PLAZA FIELD VERIFY LOCATION (P.I.P) SAHLIR SCORE LINE AND APPLY STAIN TO TRASH ENCLOSURE W ROOF PARKINS STALL SIDE OF BIDEHN.K. SEE SHEET LBA - e.l ETCH COOS 1b. OFIT+NS MICRO SM (0A) wD KT P p6 CONTACT. MIKE DAVIS W INNOVATIVE PLAN72R WALL CONCRETE FPOIXOT. (9YU M6_1= ® FINAL COLOR TO SE SELECTED BY THE CITY REFERENCES © BID ALTERNATE ITEM NORTH * SEE SHEET L -1.0 FOR CONSTRUCTION LEGEND AND NOTES SCALE: 20 10 0 20 40 ceBCwmaN a, OASPHALT PAVING FER LIVIL5 PLAN5 QCONCRETE CURB PER LIVIL5 PLANS ® CONCRETE CURB / SKITTER FEt LIVIL5 PLANS ® CONOR[T[STRIPS Plat LIVIL5 PLANS O"I RAMP F92 CIVILS PLANS © NLL BOX - FOR FUTURE ATHLETIC PULL AND HIRING REFER TO OPEDESTRIAN FIELD LI6X11NS IF ARROVED LldLiI ELE ICAL PLANS PEt ELECTRICAL FLA45 wD KT.6 A Pawl 5 . 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DRAWING NO. 10630=43 =f On X P6 F I ) L DATE SIGN DATE DIRE(7IU OE ENGINEERING DATE SIGN AwN EY: F EC CHECKED Br: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT STAF 'D UNDER SUPERVISION OF RECD DED APPS P DATE: HRlaal -1r{d�p _ ENCINITAS COMMUNITY PARK A A. NO.: 2502 L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.4 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIS. DRAWING NO. 10630=43 a 30 �o a Jv 8 L K 0 0 S n o m� 9¢ �o iN z0 z 0 a In rc n o n h I I m0 E�iRl01� ._ 0 -- I •iii � ©� ��' O 1 6 , • �_ ►• /. IS RHIK -/rim► `.��!.,�II.� �s�.�i '� 1`0 e ,,ICI, IN PA W42 1 aH TWO WORKING DAYS BEFORE YOU DIG CHANGE NO.1 DESCRIPTION PA U c T ABBREVIATIONS REFERENCES OA FLATWORK SCHEDULE & WALL ` J PBBREV5YMBOL DESCRIPTION DtlGR mON DT, GON91rl51lTI DETAIL R19?13111 11! 4 CENTER LICE O ASPHALT PAVING FER LIVILS PLANS O CKFANSION JOINT Delall I_, Beet JiJ--.I ALIEN © COLD JOINT Detail I Bteet 411 PA PLAMIN9 AREA <*> wW'FEM Cum PER CIVILS BANS _I____ TYF. 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MIKE DAVIS IN INNOVATIVE CONCRETE PRODUCT, (999J 495 -TOTI A4A ' FINAL LOLDF TO BE SELECTED BY THE CITY ©COLDR: 'YEST4000 BROWN' WITH RErARDAM PmSX: PNI54 BY'DFTIHS' OR AFFfC V E) Etl1AL. ETCH COLE HO. OPITHS HICRO SAND (C n CONTACT. HIKE DAVIS W INNOVATIVE 4 V CONCRER PRODUCT, (949) 996 -70n PA ' FINAL -OM SRELTm Y BY nE CITY COLOR: %AIVRAL GREY' WITH LICXT SANDBLAST PA FINISH. FINI54 BY'OFTIHS' OR APPROVED E V.AL. ETCH CDOE HN: DPITM5 MICRO SAND t 1, CONTACT. MIKE DAVID W INNOVATIVO .r t wNLRtM PRORYT, (949) 496 -707I t FINAL COLOR TO EE 5ELIBC EO B" THE t • 'I �I, r - MATCHLINE SEE SHEET L-1.3 CITY SAN ELIJO JOINT POWERS PUBLIC WORKS RITY 31591 Camino Capistrano y San Joan mno, CA92675 ' JMdesIgmgroup.mm DESIGN [949149329 ax GROUP SIGN DATE TAP P Ltfdt`' [9491493-2600 phone SIGN DATE APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: 1 DRAWN BY: CHECKED BY: EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: a RECORD FROM COUNTY OF SAN DIEGO VERTICAL ow A. N0.'. 2502 ELEVATION: 215.640 DATUM:NGVD 29 LA WY P. AN, L.L.A. 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REFERENCES ObDNPTIDN BY: OASPHALT PAVING PER OIVI -5 PLANS 4> CONCRETE O.RB PER LIVILS PLAN% ® GONLRETE UJRB / GUTTER PER LIVILS PLAN5 ® CONCRETE SWIIP5 FETE LIVILS PLANS © CURB RAMP FHi LIVILS PLANS © PAL SOX - FOR FUTURE ATHLETIC FULL AND MFWI9 RE!{R TO FIELD LI6MIN51F APPROVED ELELTRLµ PLAN5 O PEDESTNAN LIGHNN5 FE1t ELELTRILµ PLANS Detail S ,Sheet -213 PARKING LIGHTN% RR ELELTRILµ PLANS GOWN 5 Sheet{ OEXISTING WALL m VON PLAZA FIELD VERIFY LOCATION F I P) TRASH ENLLWVJIW W ROLF RR ARCHITECTS FLAM (PERMIT NO. 10-911) <9> PLANTER WALL PER ARCHITECT PLAM ® VEGETATED SOURCES CONSTRUCTION FER LIVILS PLANS ® CONCESSION STAND / RESTROOM FER ARCHITECTS PLANS (PERMIT No, 1P 1) ® RE5TRMM (FE IN NIT No. 10-913) PER A%CHITEVI5 PLANS TRASH ENLLO9IRE W RLLF FER ARCHITECTS PLANE (PERMIT NO. 10 -9151 © V -DITCH FER OIVIL5 PLANS t> RETAINING WALL FER ARLMITELTS PLANS (PEW41T No. 10 9 5) FLL /AS III LIVILS FLANS ® CONCRETE V. 407719t PMt LIVILS PLANS EXISTING CONDITIONS DEEDWPTOtJ COMMBJT OEXISTNS SIDEWALK PROTECT IN PLACE (P.I.P) ® EXIST ee W FIELD VERIFY LOCATION M.I.P) ® EXISTNS FENCE PER CIVIL PLAN HARDSCAPE FINISH SCHEDULE OESORIPTION� COLOR: SPANISH SOLD' WITX RETARDAM A PINISX: FINISH BY 'LPTIMJS' OR APPROVED ETCH CODE NO: OPITM S MICRO SAND (05) LONTALT. MIKE DAVIS W INNOVATIVE CONCRETE PPOLULT, MpM) M8 -1011 FINAL COLOR TO BE SELECTED BY THE CITY. OCOLOR. 'CASK WALNUT STAIN APPLIED TO FINISH: YA=6LLp COOL, %@ ABOVE W oR APPROVED E A LoNT Y STAIN LINE A ID 1OS STAINTO PARKING STALL 51DE OF 51DEWµK. ETCH COTE NO DAVIS INNOVATIVE %AND (051 CONTACT, MIKE DAVIS W I AS101 CGNLRETE PRTO SHE (949) 495 -BY FINµ L0.0R TO � SELECTED BY WE Lltt COLOR. 'Vff.STVbOO &tOVN' WITH RETAAIJANT �' FINISH. PNISX SY OPTIMUS OR APPROVED EWµ. ETCH LODE NO OPITMJ5 MICRO SAND CONTACT. MIME DAV15 W INNOVATIVE CGNOTETE PRODUCT (949) 495 -1On FINµ COLOR TO SEE SELECTED BY THE O CITY FNISH. Nr OA"OL R IGMNLDLMT ENµ. ETLN CODE 40. OF TMV0 MICRO SANG CONTACT : MIME DAVIS W INNOVATIVE CLNLIffTE FROWLT (949) 495 -1011 FINµ COLOR TO SEE SELECTED BY THE CITY ' 5EE 5HEET L -1.0 FOR GON5TRUGTION LEGEND AND NOTES NORTH SCALE: VIEW 20 10 0 20 40 UNDERSROUND 5FFVICrF ALERT SAN ELIJO JOINT POWERS qrmo PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY G /'-t A 31591 Camino Capistrano Rj M ® San Joan Caplstmno, CA92fiT5 DESIGN 'n9m.RJMd6i9ngroup.mm GRUDP 19 49149 325 9 0 (ax TWO WORKING DAYS SIGN DATE 19491193 -2fi00 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DeSITN BY: DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPRADVgD LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: � '��.- ihudg7 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.. 2502 � RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.6 HEFT 6s OF 201 PLANNING CASE NO: 04-197 MUP /DR /CDP /EI`. ALTI I FCeZ ALL PRODUCTS SPECIFIED, CONTRACTOR MAY PROPOSE AN EGTVAL FOR REVIEW AND APPROVAL BY THE CITY ABBREVIATIONS ABBREVnrI -BOL vESCRIPTIOn ALIGN PA PLAMIN&AREA TYP. TYPICAL ��— EXPANSION JOINT CONTPOL .PINT AZTEC ZTEC RA 4 ELF FEEBLE 4 PER DELE III DE PEBBTAIL 3 / ION COD SA FINAL SELECTION 08E APPROVAL BY T. cltt5 REPWSEMATIVE. REFERENCES ObDNPTIDN BY: OASPHALT PAVING PER OIVI -5 PLANS 4> CONCRETE O.RB PER LIVILS PLAN% ® GONLRETE UJRB / GUTTER PER LIVILS PLAN5 ® CONCRETE SWIIP5 FETE LIVILS PLANS © CURB RAMP FHi LIVILS PLANS © PAL SOX - FOR FUTURE ATHLETIC FULL AND MFWI9 RE!{R TO FIELD LI6MIN51F APPROVED ELELTRLµ PLAN5 O PEDESTNAN LIGHNN5 FE1t ELELTRILµ PLANS Detail S ,Sheet -213 PARKING LIGHTN% RR ELELTRILµ PLANS GOWN 5 Sheet{ OEXISTING WALL m VON PLAZA FIELD VERIFY LOCATION F I P) TRASH ENLLWVJIW W ROLF RR ARCHITECTS FLAM (PERMIT NO. 10-911) <9> PLANTER WALL PER ARCHITECT PLAM ® VEGETATED SOURCES CONSTRUCTION FER LIVILS PLANS ® CONCESSION STAND / RESTROOM FER ARCHITECTS PLANS (PERMIT No, 1P 1) ® RE5TRMM (FE IN NIT No. 10-913) PER A%CHITEVI5 PLANS TRASH ENLLO9IRE W RLLF FER ARCHITECTS PLANE (PERMIT NO. 10 -9151 © V -DITCH FER OIVIL5 PLANS t> RETAINING WALL FER ARLMITELTS PLANS (PEW41T No. 10 9 5) FLL /AS III LIVILS FLANS ® CONCRETE V. 407719t PMt LIVILS PLANS EXISTING CONDITIONS DEEDWPTOtJ COMMBJT OEXISTNS SIDEWALK PROTECT IN PLACE (P.I.P) ® EXIST ee W FIELD VERIFY LOCATION M.I.P) ® EXISTNS FENCE PER CIVIL PLAN HARDSCAPE FINISH SCHEDULE OESORIPTION� COLOR: SPANISH SOLD' WITX RETARDAM A PINISX: FINISH BY 'LPTIMJS' OR APPROVED ETCH CODE NO: OPITM S MICRO SAND (05) LONTALT. MIKE DAVIS W INNOVATIVE CONCRETE PPOLULT, MpM) M8 -1011 FINAL COLOR TO BE SELECTED BY THE CITY. OCOLOR. 'CASK WALNUT STAIN APPLIED TO FINISH: YA=6LLp COOL, %@ ABOVE W oR APPROVED E A LoNT Y STAIN LINE A ID 1OS STAINTO PARKING STALL 51DE OF 51DEWµK. ETCH COTE NO DAVIS INNOVATIVE %AND (051 CONTACT, MIKE DAVIS W I AS101 CGNLRETE PRTO SHE (949) 495 -BY FINµ L0.0R TO � SELECTED BY WE Lltt COLOR. 'Vff.STVbOO &tOVN' WITH RETAAIJANT �' FINISH. PNISX SY OPTIMUS OR APPROVED EWµ. ETCH LODE NO OPITMJ5 MICRO SAND CONTACT. MIME DAV15 W INNOVATIVE CGNOTETE PRODUCT (949) 495 -1On FINµ COLOR TO SEE SELECTED BY THE O CITY FNISH. Nr OA"OL R IGMNLDLMT ENµ. ETLN CODE 40. OF TMV0 MICRO SANG CONTACT : MIME DAVIS W INNOVATIVE CLNLIffTE FROWLT (949) 495 -1011 FINµ COLOR TO SEE SELECTED BY THE CITY ' 5EE 5HEET L -1.0 FOR GON5TRUGTION LEGEND AND NOTES NORTH SCALE: VIEW 20 10 0 20 40 UNDERSROUND 5FFVICrF ALERT SAN ELIJO JOINT POWERS qrmo PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY G /'-t A 31591 Camino Capistrano Rj M ® San Joan Caplstmno, CA92fiT5 DESIGN 'n9m.RJMd6i9ngroup.mm GRUDP 19 49149 325 9 0 (ax TWO WORKING DAYS SIGN DATE 19491193 -2fi00 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DeSITN BY: DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPRADVgD LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: � '��.- ihudg7 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.. 2502 � RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.6 HEFT 6s OF 201 PLANNING CASE NO: 04-197 MUP /DR /CDP /EI`. REFERENCES ObDNPTIDN BY: OASPHALT PAVING PER OIVI -5 PLANS 4> CONCRETE O.RB PER LIVILS PLAN% ® GONLRETE UJRB / GUTTER PER LIVILS PLAN5 ® CONCRETE SWIIP5 FETE LIVILS PLANS © CURB RAMP FHi LIVILS PLANS © PAL SOX - FOR FUTURE ATHLETIC FULL AND MFWI9 RE!{R TO FIELD LI6MIN51F APPROVED ELELTRLµ PLAN5 O PEDESTNAN LIGHNN5 FE1t ELELTRILµ PLANS Detail S ,Sheet -213 PARKING LIGHTN% RR ELELTRILµ PLANS GOWN 5 Sheet{ OEXISTING WALL m VON PLAZA FIELD VERIFY LOCATION F I P) TRASH ENLLWVJIW W ROLF RR ARCHITECTS FLAM (PERMIT NO. 10-911) <9> PLANTER WALL PER ARCHITECT PLAM ® VEGETATED SOURCES CONSTRUCTION FER LIVILS PLANS ® CONCESSION STAND / RESTROOM FER ARCHITECTS PLANS (PERMIT No, 1P 1) ® RE5TRMM (FE IN NIT No. 10-913) PER A%CHITEVI5 PLANS TRASH ENLLO9IRE W RLLF FER ARCHITECTS PLANE (PERMIT NO. 10 -9151 © V -DITCH FER OIVIL5 PLANS t> RETAINING WALL FER ARLMITELTS PLANS (PEW41T No. 10 9 5) FLL /AS III LIVILS FLANS ® CONCRETE V. 407719t PMt LIVILS PLANS EXISTING CONDITIONS DEEDWPTOtJ COMMBJT OEXISTNS SIDEWALK PROTECT IN PLACE (P.I.P) ® EXIST ee W FIELD VERIFY LOCATION M.I.P) ® EXISTNS FENCE PER CIVIL PLAN HARDSCAPE FINISH SCHEDULE OESORIPTION� COLOR: SPANISH SOLD' WITX RETARDAM A PINISX: FINISH BY 'LPTIMJS' OR APPROVED ETCH CODE NO: OPITM S MICRO SAND (05) LONTALT. MIKE DAVIS W INNOVATIVE CONCRETE PPOLULT, MpM) M8 -1011 FINAL COLOR TO BE SELECTED BY THE CITY. OCOLOR. 'CASK WALNUT STAIN APPLIED TO FINISH: YA=6LLp COOL, %@ ABOVE W oR APPROVED E A LoNT Y STAIN LINE A ID 1OS STAINTO PARKING STALL 51DE OF 51DEWµK. ETCH COTE NO DAVIS INNOVATIVE %AND (051 CONTACT, MIKE DAVIS W I AS101 CGNLRETE PRTO SHE (949) 495 -BY FINµ L0.0R TO � SELECTED BY WE Lltt COLOR. 'Vff.STVbOO &tOVN' WITH RETAAIJANT �' FINISH. PNISX SY OPTIMUS OR APPROVED EWµ. ETCH LODE NO OPITMJ5 MICRO SAND CONTACT. MIME DAV15 W INNOVATIVE CGNOTETE PRODUCT (949) 495 -1On FINµ COLOR TO SEE SELECTED BY THE O CITY FNISH. Nr OA"OL R IGMNLDLMT ENµ. ETLN CODE 40. OF TMV0 MICRO SANG CONTACT : MIME DAVIS W INNOVATIVE CLNLIffTE FROWLT (949) 495 -1011 FINµ COLOR TO SEE SELECTED BY THE CITY ' 5EE 5HEET L -1.0 FOR GON5TRUGTION LEGEND AND NOTES NORTH SCALE: VIEW 20 10 0 20 40 UNDERSROUND 5FFVICrF ALERT SAN ELIJO JOINT POWERS qrmo PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY G /'-t A 31591 Camino Capistrano Rj M ® San Joan Caplstmno, CA92fiT5 DESIGN 'n9m.RJMd6i9ngroup.mm GRUDP 19 49149 325 9 0 (ax TWO WORKING DAYS SIGN DATE 19491193 -2fi00 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DeSITN BY: DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPRADVgD LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: � '��.- ihudg7 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.. 2502 � RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.6 HEFT 6s OF 201 PLANNING CASE NO: 04-197 MUP /DR /CDP /EI`. EXISTING CONDITIONS DEEDWPTOtJ COMMBJT OEXISTNS SIDEWALK PROTECT IN PLACE (P.I.P) ® EXIST ee W FIELD VERIFY LOCATION M.I.P) ® EXISTNS FENCE PER CIVIL PLAN HARDSCAPE FINISH SCHEDULE OESORIPTION� COLOR: SPANISH SOLD' WITX RETARDAM A PINISX: FINISH BY 'LPTIMJS' OR APPROVED ETCH CODE NO: OPITM S MICRO SAND (05) LONTALT. MIKE DAVIS W INNOVATIVE CONCRETE PPOLULT, MpM) M8 -1011 FINAL COLOR TO BE SELECTED BY THE CITY. OCOLOR. 'CASK WALNUT STAIN APPLIED TO FINISH: YA=6LLp COOL, %@ ABOVE W oR APPROVED E A LoNT Y STAIN LINE A ID 1OS STAINTO PARKING STALL 51DE OF 51DEWµK. ETCH COTE NO DAVIS INNOVATIVE %AND (051 CONTACT, MIKE DAVIS W I AS101 CGNLRETE PRTO SHE (949) 495 -BY FINµ L0.0R TO � SELECTED BY WE Lltt COLOR. 'Vff.STVbOO &tOVN' WITH RETAAIJANT �' FINISH. PNISX SY OPTIMUS OR APPROVED EWµ. ETCH LODE NO OPITMJ5 MICRO SAND CONTACT. MIME DAV15 W INNOVATIVE CGNOTETE PRODUCT (949) 495 -1On FINµ COLOR TO SEE SELECTED BY THE O CITY FNISH. Nr OA"OL R IGMNLDLMT ENµ. ETLN CODE 40. OF TMV0 MICRO SANG CONTACT : MIME DAVIS W INNOVATIVE CLNLIffTE FROWLT (949) 495 -1011 FINµ COLOR TO SEE SELECTED BY THE CITY ' 5EE 5HEET L -1.0 FOR GON5TRUGTION LEGEND AND NOTES NORTH SCALE: VIEW 20 10 0 20 40 UNDERSROUND 5FFVICrF ALERT SAN ELIJO JOINT POWERS qrmo PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY G /'-t A 31591 Camino Capistrano Rj M ® San Joan Caplstmno, CA92fiT5 DESIGN 'n9m.RJMd6i9ngroup.mm GRUDP 19 49149 325 9 0 (ax TWO WORKING DAYS SIGN DATE 19491193 -2fi00 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DeSITN BY: DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPRADVgD LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: � '��.- ihudg7 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.. 2502 � RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.6 HEFT 6s OF 201 PLANNING CASE NO: 04-197 MUP /DR /CDP /EI`. ' 5EE 5HEET L -1.0 FOR GON5TRUGTION LEGEND AND NOTES NORTH SCALE: VIEW 20 10 0 20 40 UNDERSROUND 5FFVICrF ALERT SAN ELIJO JOINT POWERS qrmo PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY G /'-t A 31591 Camino Capistrano Rj M ® San Joan Caplstmno, CA92fiT5 DESIGN 'n9m.RJMd6i9ngroup.mm GRUDP 19 49149 325 9 0 (ax TWO WORKING DAYS SIGN DATE 19491193 -2fi00 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DeSITN BY: DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPRADVgD LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: � '��.- ihudg7 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.. 2502 � RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.6 HEFT 6s OF 201 PLANNING CASE NO: 04-197 MUP /DR /CDP /EI`. G �o E r � K (E n ~O 3�1 .3 n 'o m� 9¢ �o iNi z 0 z 0 a In to n o n _ -1 x ----- — Y 1 1 —Cal- - W W^ V, W F•1'1 Q5I �1 1 /1 1 ® NI PA PA III U IAN I G7 L I Jl�4o I I I I I I I 53 SARPKING ION - 56 TO')rAL 4 ACCESSIBLE ESSIBLE / N `r A TYP. PA 8 —� \—@ Tyr. - MATCHLINE SEE SHEET L -1.6 © BID ALTERNATE ITEM PA �0 D I� I _ I -190- -180- I � --- - - - - -- -- — x rv^ Dw --------------------- 111-12' R -0 N 1ll _ L L _ W \ A3 A A4 r'P• Al 62 1 7. W- PA I , — — _ - / I I i/z r _ MATCHLINE SEE SHEET L — __ ----------- \ 4 __ n EXISTING CONDITIONS"— ABBREVIAT cortETTtlnr. DETAIL RaemJCe O HIND TURF NE (NqT A PPRT OF THE PROTECT IN PLACE FI.P) OEKISTINS eana CNLOHC ARCHITECTS ® PDDITILINL PIDE5 F ELELTRILPL PLANE JOINT LISHTI 2 DaWll S ,91getLKI2 ® PIELp < - plp ILT.9 • 'A SEE 5I¢Ei LEMIO.I ! 102 PAVE NG O IwsA"il�gHr�Lp WITH RergRpAxr B CPTAORAPPROVED ® DOG PARK - SIS /1T. 0 4A SEE SHEET LSAA.I ! 92 MONCUI9B M KT. 9 4C SEE SHEET LBA-92 ! 9b ® EKAM PARK - HE ACTON SPORT • BALLFIELD vaWll S 01, L46 DESIGN PLANE STAIRS AND CHEEK M KT.9 SA SEE SHEET LEA - BI HALL / HANDRAIL dp ALTOM SEES LOA -62 TLEULPR STEEL OATS W PILASTER III KT OSC `EE SHEET LEA - DS ® PLAYGROUND - END ALT. 9• °eWll I 5 t421S ® PARKINS LOT D, O, D 4 E PER CIVIL ENO, FLANS OCkI BAM AC PAVING - ED ALTA I ®� PA �0 D I� I _ I -190- -180- I � --- - - - - -- -- — x rv^ Dw --------------------- 111-12' R -0 N 1ll _ L L _ W \ A3 A A4 r'P• Al 62 1 7. W- PA I , — — _ - / I I i/z r _ MATCHLINE SEE SHEET L — __ ----------- \ 4 __ n EXISTING CONDITIONS"— ABBREVIAT ABAtEVhYMBLL DESCRIFFCN 61 OPUSTIHS SIPCHALK PROTECT IN PLACE FI.P) OEKISTINS WALL FIELD VERIFY LOCATION IPI.P) ® E%ISTIRS FENCE FER CIVIL PLA4 JOINT HARDSCAPE FINISH SCHEDULE Es D IPTIOW DOSE a BUFF BEACH III BEACH! PAVE ❑A COLOR, IwsA"il�gHr�Lp WITH RergRpAxr B CPTAORAPPROVED E. THE FINAL 51 FINISH. EI MONCUI9B CItt5 REPRE'RMATIVE. ETCH DE WJ• OPITM9 MICRO SAND (LS) 11IMPE CKINde PAVLR DeWll • ,S et 42.1 COMAOT . MIKE DAMS W INNOVATIVE • BALLFIELD vaWll S 01, L46 COKREM FFCCoCT, (949) 498 -7OT STAIRS AND CHEEK DeWll 2 s dty S FINAL L0.0R TO BE SECT® EY THE CITY. HALL / HANDRAIL OCLOR DARK WALNN STAIN APPLIED TO ABAtEVhYMBLL pL°GRIPTIgI GYM CENTERLINE DETAL It!PEIII E ALIGN PA PLANTINO AREA TYP. TYPICAL - - -- EXPANSION LOINT JOINT CONTSOL JOINT 0� Es "Nall 294, 5rotL -2J DOSE a BUFF BEACH III BEACH! PAVE HEEELE P®ELE FM DETAIL 3 / 5Hf OCONCRETE E. THE FINAL 51 DaWll ! . Sbet "i TO SHE AFFROVK - III TH E MONCUI9B CItt5 REPRE'RMATIVE. I �A FLATWORK SCHEDULE & WALL GYM COtB Tl DETAL It!PEIII E OE%PAWION LOW "W11 I 5MOt1iL © COLD LOW Oetnll I Sleet1.2.1 OCONTROL JOINT DaWII I 5 Ot LbJ © DONONnEM PAVING "Nall 294, 5rotL -2J OBRASS PAVE vawh 4 ,y etu-= OCONCRETE RAND DaWll ! . Sbet "i Al MONCUI9B "Wll 5wet "A ® 11IMPE CKINde PAVLR DeWll • ,S et 42.1 OPILASTER • BALLFIELD vaWll S 01, L46 ®CONCRETE STAIRS AND CHEEK DeWll 2 s dty S FIELD VERIFY LOCATION MIP) HALL / HANDRAIL TRASH EHLLOJJRE W ROOF NI TLEULPR STEEL OATS W PILASTER DOWII I SMatL�3.14 ®(BUILDING MI 0 II -1246 ) LODGE FOLE FENCE! GATE DsWll 9 S tL -26 PER ARCHITECT PLANS 51NBLE BATE DeWII I ,sheet L -03 ® OCkI BAM DeWII 2 ,y otL -03 ®� LOHI HALL O PARK ENTRY MORMENT VOWII I y et -2.9 yJq SRMLATED ERIDOE • VE6ETED SHALE DeWll 2 , 51pet42.12 FER ARCHITECTS PLANS 8' HIGH. OHAINLINK FENCE/ GATE Demn I SFeet L -22 PER ARCHITECTS PLANE K MIT 9 II -11 ) NO. 10-9TS) V -DITCH ®(BUILDING 20' HIfi11. LHAINLINK FENCE/ GATE DI I , Sheet L," RETAINIMS HALL N I6 PERMIT O 1-1246 ) &' HI G L FENCE/G AT DeWll I ,SMet L -22 IPERMIT NO 10 -STS) PCC/ AS CGNLREM SEATHALL DeWll 2 ENI Lr2ob ® 6b' HIGH. PILP9RR DOW I SFeOtI='CIO ® CLRIEN STEEL DOS PRINTS ETBED IN CONCRETE. SUBMIT SAMFLM FOR SEMEN AND APPROVAL PRIOR TO CONSTFUCTION DECOMFO5ED ORANITE PAW vwunN 2 , en"t"S DOLLARD DeWll 4 ,steed -2 �' �^ RACK V -°ITCH DOWII O .S 00.- 1° A2I VVV® NOT USED COLOR FINISH. NA^IRAL �OTEy�MWg'TMpL[I PEaJK FERIMETER HALL De II 2 S &p.-21° "Wll 2 5 Ot� eETGX CODE t10. OPI�MIG�FO sANm PLANTER WALL / SEATHALL De II 2 , sheet 429 VEGETATED SHALES AND "WTI 2 SFeet L -20 CONTACT: MIKE DAMS W I1 BOULO6t SCHEDULE 20 10 0 .® INSTALL 4' -O" HISH. CHI BLOCK De II 4 . SVnetL9b ® RI HALL W TS FENCE DOWII 2 SFeet 1-2JI DaWII sbet_ REFERENCES LOI DC9LWPlION GYM OASPHALT PAVIN5 FER CMLS PLANS CONCRETE CURB FER OWLS PLANS © CpIORETE CLRE / yJITER PER GIVILS PLANS ® CONCAC E 5MIP5 PER CIAL9 PLANS OCURB RAMP FER CMLS PLANS © FILL EO %- FOR FLI ATHI -II PILL AND WIRING REFER TO OPEDESTRIAN FIELD LIOMIIK IF APPROVED LIGHTING ELECTRICAL RAMS PER ELECTRICAL FANS 9 ,S tl-ylj ®OeWll PARKING LIGHTR65 PER ELECTRICAL PLANS OeWll S ,S t".2 OEXI INS HALL 6 VON KAZA FIELD VERIFY LOCATION MIP) ® TRASH EHLLOJJRE W ROOF PER ARCHITECTS PLANS PRIOR TO THE START OF CONSTWKTION TO ASSIST THE (FERHIT ND 10-74) ©COLOR. FLAMER WALL PER ARCHITECT PLANS ® VEGETATED SHALES CONSIRLOTON HER CMLS PLANS ® CONCESSION STAND / RESTROOM FER ARCHITECTS PLANS PIWyI ET 05714 Ne. lo-4fu ®ft"IT RESTROp•I (PEPMIT NO. NOM'S) FER ARCHITECTS PLANS EWAL. ETCH CODE NO OFITM S MICRO SAND TRASH EHOL03URE W 5907 PER ARCHITECTS PLANE ®(FERMIT NO. 10-9TS) V -DITCH FER CMLS PLANS COMAOT : MIKE DAMS W INNOVATIVE RETAINIMS HALL PER ARCHITECTS PLANE IPERMIT NO 10 -STS) PCC/ AS PER CIALS PLAH5 ® CONOSEIE V- ENTER Fat DIALS PLANS LOI FINISH: SPANISH BCLO CONL, SEE ABOVE NORTH SA UT SCORE° LLIiM AND AFFI STTAIN TO PARKINS STALL SIDE OF SIDEWALK. GENERAL NOTE ETCH LODE NO OPITM E, MICRO SAND (OS) COMALT : MIKE DAVIS W INNOVATIVE COWiRETE FFOCWiT (949) 49B -TOT A DIGITAL PILE HILL W PROVIDED TO Tiff CONTRACTOR FINK COLOR TO EE SELECTED BY TE CITY PRIOR TO THE START OF CONSTWKTION TO ASSIST THE ©COLOR. 'Nl9THCOp BROHNeONT CONTW`CTOR /WNEYOR IN FSTA&.ISXINS IY�RI]AMAL COMPOLS NECESSARY TO FIELD STAKE PAVING NA-KS, t7) FNISN. PIWyI ET 05714 EWAL. ETCH CODE NO OFITM S MICRO SAND H41-5, TRAILS, MOH OMBS, ETC. AS SHOO ON THE COMAOT : MIKE DAMS W INNOVATIVE O TRLCTION PLANS. CONCRETE PROGKT, Hoe) wz -TOT FINAL L0.0R TO SHE SE-EOMP BY THE OIT SCALE: 7 " =20' ❑D COLOR FINISH. NA^IRAL �OTEy�MWg'TMpL[I PEaJK SEE SHEET L -LO FOR GONSTRUGTION eETGX CODE t10. OPI�MIG�FO sANm CONTACT: MIKE DAMS W I1 20 10 0 20 40 LOIL'RETE PPOGKT, (9M) K0 -TOI'1 LEGEND AND NOTES FINAL L0.OK TO SHE SFLEOMO by THE CITY " /" ��" ° SAN ELIJO JOINT POWERS vr����o PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C/ /'t L. L. : 31597 an Camino Capp Capistrano CA OF Rj M San Juan Caplsim9o, CA92fiT5 DESIGN xmv.RJMdeslgngroup.mm GROUP 19 491 49 325 9 0 (ax TWO WORKING DAYS SIGN DATE 19491193 -2fi00 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN BY: DRAWN STAFF cHECKE E ev: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR�gD LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: anAeol - `�u�LY _ ENCINITAS COMMUNITY PARK 10630=G .A. NO.. 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.7 SHEET 69 OF 201 PLANNING CASE NO: 04-197 MUP /DR /CDP /EIP ® FLATWORK SCHEDULE & WALL REFERENCES I ✓ - : / � R eorsmLlen DETAIL REFERENCE DnuelmoN x. / 1 EXPANSION LOW DOW I ,SMet L4J O ASPHALT PAVING PER LIVILS PLANS La• / / ' �'�' v( O COLD JOINT Dete.11 I ,51wet J�2J <*> CONCI;ETE Wft PER LIVILS PLANS CONTROL JOINT De"nll I III nt LyJ O CONCRETE "M / WTTER PLR CIVICS PLANB CONCRETE PAVII65 DebII 2 4 4, SVwat LbJ MATCHLINE SEE SHEET L -1.6 O / ! 4 CONCRETE STRIPS RR LIVILS PLANS / \ \. �f A8 GRA55 PAVe Dnm I �_, SlHentL911 Im MI _ _ _ _ _ _ _ _ _ _ mm �' \ O CONCRETE BAND De"nn a Shoat L_4J O CUM RALP PER LIVILS FLANS MONO RE Detoll a 9M61, LbJ 6 / \ \ O F ADCOLIOXTINB IF APPROVED ATHLETIC FUV. RICA_ INRINWS PLANS REFER TO /j. \ \ ® INTERLOLKINI5 PAVER D!Ita �,SMnt}1s'L A D - -� / ;. OM PILASTER O B Flfl D Da"all I . SVpet L/Jb O PEDESTRIAN LI6MIM5 DetPll vL�S�eetl�, �' CONCRETE STARS AND CHEEK DOW 2 eMet} ® PARKINS LISTm" PLR ELELrRILAL PLANS D5.a 10 /"` \ \ \ `\ \ WALL /HANDRAIL Datall 9 .SFeet4ltl _ : O EKA54 M WAU a VON ROOF PIETA R ANO LOCATION INS A r: J •• •. \ \ al TUBULAR STEEL BATE W/ PILASTER Da"all SVpetLbJf ,♦ ___- • - -L\ \ \ LODOINSPERMITYII41 DATE ENLLOV )1'V ROLP PLR ARLNNELTy PLANS 4 D3 t �- '- /` /D�✓ \ \ \ \`\ ` \`\ \\ \ \`•~ .: ® SNSLE POUR PENCE 46ATE Demo �,Swnt LdA A ", - � :. A •• / \ \ \\ .. 1 �� II PLANTER WALL PER ARCHITECT PLANS / yjlp[q • " .. \ P,q / . �.+ /// \ // \�\ \`\ \ \`\ \ \ \\ ;/' IMO DOUBLE SALE DIIta 2 111 VEGETATED SYeLE5 CONSTRUCTION PER OIVIL5 PLAN$ . / \ \ / \ \ \ \ \ \ \ • ®i ww HALL a PARK ENTRY roT DmmI I , sMnt ± . ® MP STAND / RESTROOM PER ARCHITECTS PLANS RNHTT NI0 j f6 SIMULATED BRIDGE a VESErED S ALE Detml 2 . sneat".12 ® P!STNOV' M MI NO IO.9YV PER ARCHITECTS PLANS VHIEH. LHAINLINK FENCE/ GATE Dnmll I EMnt I, 5 TRP9H ENC.L03RE w ROOF pER ARLHITV.TS PLANS (BUILDINS PERMIT a II -1240 ) MI NO. 10M5) Il "� / / X \ \ \ \ \ \ \ \ ®I 30' HIGH. all INK FENCE/ GATE DMON J_, Suet}}- N 1 62 AR, A NP. A3 1 4., / •� \ \ \ \ \ \ (EUILDmR5 PERMIT 01IF2961 I V -} \ © V -0ITCX PER LIVILS PLANS 'T t 1 / / \ \ \\ \ \\ \\ \ \\ \ \ ® b' HIGH OHAINLINK FENCE/ GATE Dnmll I , III MT^IININS KA _ PER ARCHITECTS PLANS D5 / \ \ \ ` \ \ C �• 'C(='i CONCRETE SEATWALL Datml 2 ,Sleat436 (PERMIT Ne. 109751 O Al EPP YP. '� AR, A A4 A \ \\ \ \\ \ `\ \ \ f% ® P / E P RcIVILSPL s 6'0• wsx. PILASTER Demn I , B.aatL -2.10 \ , \ 8 LLRTEN STEEL 006 PRINTS EI-BED IN COIN RETE. S. IT SAMFLES ® COM'FER V- ERIER PER CIVICS RAN$ \ \ \ \ FOR REVIEW AND APPROVAL PRIOR r0 CONSTRUCTION T^ I Dq \ \\ yy \ \\ ` \\ \\ \ \\ \ \\ �DKOMPD5 ®GRANITE PATH Oetan 4 Sbntll'jdQ W I A❑ D5 G2 �� PLAYGROUND - \ \� ` \ \\ `\ \` `\ `\ , SACK .v -DIP Dmn �, bntL 2b D5 A - BASE BID, SEE ET L -6.8 \ \\ \ \ `\ `\ `\ `\ J' A�4 NOT USED \ \ \ \ \ \, ® PERIMETER WALL Damn 2 SMnt w SITE FURNISHING SCHEDULE k7 D5 BID ALT. # 6 E DET. 1 / SHT. L -2.15 ` \\ \ \ \ \ Data° S'aat DONEIRUDT, DETAIL RBiRENDE / \ \ ` / \ \ \ \ ' PLANTER WALL / sEATwALL Demn 2 sNeat L:,a.a D5 .: / �I, \ r,/ \ \\ \ CJ O STABLE Plcwc TesLE Y PAD Dntml E , B,eatL.zn c / \ \ 'CJ �BErAreD swALES AND Demn 2 ,swat vle Id D:% DR, I I `� \ \ \ `\ E`ry SCNE�E O SRDUP PICNIC TABLE 6 PAD Dnm I 4 , S:entL-z0 , Y � IN5TALL 10" XIBX. CMJ BLOCK Dew 4 5haet42J6 • i Dq Dq f. . \ I / `\ \\ \ \ /' \ ` REr6 HALL w r5 FENCE oe'mill:5'Heal L9ll ® CONCRETE BENCH t PAD Dmm� y,nntL312 \\ \� � ffi ACCESSIBLE RAIN/R CYC_E eExcHe PAID NOCE 5 .Bleat ` I I PA / / / \ \ \ \ \\ \ O TRASH / CLE MoDEU xlam -Eb I \ RECEPTACLE SKINPATTLRc.Vp1TILH ENTR REEK, COLIXL /. O \ \ \ EVERGREEN TE%NRE: ' Yr i / / \ \ \ \ \\ V E FROMFORM5ANO A -D3 D2 ® "'T SAPALES. CONTACT. / / � A V A �LLY�MCCeowN 4 (BIN 6 P7 Q 'Y \\ O PEDESTAL DRINKING FONTAIN DetOn Y .Sget�_e- L�'J- a! DV ❑ CJ (M1\ / / \ \ \\ \ \ `\ `♦ / / 1 O WALL MOUNTED ORINKINS PER ARCHITECTS PLANS INKE Awa w CON IX BYO 151OFSR BIKE `�\ \ �D \\ •/ \ \ / / ,� �' / ® BIKE RACK W CONCRETE PAP 1 BLAILASLE FROM BAR, �/ � \ \9•l\ / / \ \ \ / RACK WITH MACK PE FAULT CORP. INSTALL PER THE PA \ \ _ ,..., \ / / _ _ CURRENT MANUF. SPECS. \ ^ AND RECOMMENDATON, �— \ 05 / \ \\--- 24 IN L. BEI W BACK NOISEL DIRDY BBwI« \ =ICKGRETE PRORGT A7 A \ i / / \ , SACK. CLRREM MANUF. SPEC$. A3 AND RECOMMENDATION, _ MEN A ;4I- / / \ / \ I N ® 29• W x 04• L. BENCH wITGUT BALK BALK. AV�AI LAaEXFROM �I CORP, INSTALL PRODUCT R TH 3 \ / / CORP. INSTALL PER THE ^y CURRENT REC REC MAWIF. SPECS. A \ Ab / / I Il AND OMMENDATION. + E0 EOO UNIT AT GROUP NVJDELV 05-2460-BIN, PICNIC PAD \ O ^I A8 © / / //�]OO I [� \ ® PICNIC NIL MIT AT PAD SINGLE NYJDELY y20/SB2 \ ® D 1 6 \ / / / /o P" I W ® PICNIC TABU[ M'JDELY PRO TABLE. \ A4 A / ti +Y I W G R B P- DA COLOR: x COPPER (5EN2. \ y / TEXTURE T -T TACO ETCIU, ® SEALER. MATE MAILEOx 1E TOTAL) AR M WITH FRONT OR. AN D D POST. COLOR, 62 / INME AVAILA FRO M ARN,N DILLO MAILBOX \ . 6ALE3 AND OISTPIWTION CENT INSTALL PER T : / 11 1 - W CURRENT w (yl CURRENT .FEft9 9PEL6. MATCHLINE SEE SHEET L -1.9a — E` `° " "°uI ° //+ /+ hO ± I'I / ! .',l /rte j:•�.+" 1 HARDSI FINISH SCHEDULE / / // / /' 1M•i I°mo o a © BID ALTERNATE ITEM PAVER FINISH SCHEDULE p COLOR, 5PANISP LJLD' NITS RETARDANT N 5i F taL°lIa1DT DETAIL RSQBY.E ❑ FINISH: F�ypywRl yX ° A FETCH GOLF ND. LPIT vS MICRO SAND IDS) © - O) 4 0 WIW TJRBIM mOT A PART OF TE CONCRETE PROOOT (94U 4984 '101'1 AaRRESAiENCRE1E PAVERS" 1 _ CONTACT: MIKE DAVIS w/ INNOVATIVE DENSE. TISHT PAVIX SURFACE. Iw VISIBLE y MR ARLXITECT5 PLANS ABBREVIATIONS SHAPE; TUMBLE CASTLE COBBLE I AND II n ( m O WILDINS PERMIT) -COD KT.4T FINALCOLORTOBE °AELTEDBY THE CItt. ABEREVSTKYA ®ADDITIONAL PEDESTRIAN FER ELELTRILAL PLANS ^L ALION ALT. e 2 Powl 5 ^Jleet4c2.2 TYP. ® aLIINTIN0H545 �P ' Bw KT• 4 B SEE SHEET LBA-10.1 4 10.2 CONTROL LOW PARKINS LOT AZTEC E AZI 3 ® DO`'- PARK - EID /1T. a 4A S@ SHEET LZA .J 4 93 TE FINAL S ELECTION W ALT. P 9p SEE SHEET LBA-9.2 4 9D �O p ® SKATE PARK - SEE ACTION SPORT In DE515N PLANS E0 ALT. P EA SEE SHEET LBA - 5.1 �K INDALT45E Sff SHHET LBA - SD } END ALT. a 5D SEE SHEET LBA - 09 M -. jPLAYBROUIND - MALT. 0 Demll I SuetL9.15 a " �_ OV OPARKING LOT 0, 0 D 4 E PER CIVIL ERS PLANS AC PAVIND - W ACTH ABEREVSTKYA pESLWPIILN C CENTER LINE ^L ALION PA PLANTINS AMA, TYP. TYPICAL - - EXPANSION JOINT CONTROL LOW o� AZTEC E AZI ' 4 BUFF GOBBLE 4 RIFF BEAUX TT.MTi NORTH PEBBLE PER =AIL 2 / S M TE FINAL S ELECTION \ TO SE APPROVA L THIS CI ttS FFMATI VE. OCOLOR STAIN APPLI® TO DANISH COLOR: TUMBLE BLEIDEO CREAM / TERRA COTTA / BROWN MIXED -�. ul b r m FINISH. I_D SPANISH FOLD LCNL. Sff ABOVE 5ANCUTT SOCRRE LIME AND APPLY STAINSTO FINISN: 290" X 590•, 5.90• X 5.90'. AND 0.90• X 590 ". 09O" X B 90' ' TT.MTi NORTH V \ D X PARKINS STALL SILE OF SIDEWALK. PATTERN: ASHLAR OH 4 ETLM LODE Iw. OPITMb MI SAND (LS) AVAILABLE FROM ANSELUS BLOCK LO. INC. -. CONTACT, MIKE DAVIS IN INNOVATIVE RERR TO BET O /SHT. L41 " �_ OV LONCRI PRCI (94N KB -00TH Z FINAL COLOR TO TO BE SELECTED BY THE CITY - l L5< ©COLOR 'YESTWXID SPOON NTR RETARDANT _ Y \ ? H OZ O FINISX. FINISH BY 'LRIMFa' OR APPROVED EQUAL, EFLH CODE NCO, LPIT MICRO SAfIV (( QN CONTACT MIKE DAVIS W INNOVATIVE - " �A d :Lx I COILRETE FRDDIILT, (99N 490 -IOTT �f Q F M FINAL OOLORTO BE 56EOTEO 1 ,I X �� 0 U V' M EL J BY THE CITY SCALE: 1 " =20' I :'I D ❑COS sNATUSURA'r�M ITHHLLISTITSso�AST SEE SHEET L -1.0 FOR CONSTRUCTION 11i H zz<LD, m E VPL ETON LOGE Iw: OPITM5 MILIPO SP.ND H z m CONTACT. MIKE DAVIS PV INNOVATIVE 20 10 0 20 40 \ Vl (JQ v LDNOMIE PH°aCF(94N 495 -TORT FINAL COLOR TO EE SELECTED LEGEND AND NOTES N, p. 1 T -- o_ w Ll w BY THE CITY KEY R - � a o UNDER&ROUND SERVICE ALERT SAN ELIJO JOINT POWERS `APP PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT r M N m ig GYl1.= -1.= -• aX e'y San9Juan Cags''hanplatr CJ � 92fiT5 a f i.M HN�j C/ a : • C .RJMdes19n9muuwm GROUP JI —\ xww . [9491493-2690 fax lc�eJ %a TWO WORKING DAY5 SIGN DATE TAP fdt`' [9491493 -4609 phone SIGN DATE SIGN DATE DIRE(7TON7 OF ENGINEERING DATE SIGN DATE a BEFORE YOU DIG P L\ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY : CHECKED E C EY: / •i EC STAFF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. �O ° DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP It! LOCATION: SEE SHEET C -0.1 DATE 10630 -G „aB HORIZONTAL ENCINITAS COMMUNITY PARK In A. N0.'. 2502 ° RECORD FROM: COUNTY OF SAN DIEGO VERTICAL w" ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, LL. A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.8 SHEET 68 OF 201 p PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA S aao o �a i a a� 8$ m n 'o i� �a 9a �o xNi z D z 0 ¢ In 1 1 1 1 •�) LM 1 1 �i :.1 •ti L:JL 1 _ 1 •D• 1 l�' 1 11 \I 1 1 f !1 LPL^ 1 O ,'D frflffF��f' MATCHLINE SEE SHEET L -1.8 y� r \ / SITE FORNIS GSCHEDULE \ v l.ONO DETAIL REFERENCE REFERENCES � A4 / 51 PICNIC !PAD Detall SSetL -2.115 nmc*l Ox. AEPH>J.T RAVINE, PER CIVIL PLANS \ / 6Rq.P PyNIL TABLE ! PAC Potall ^ �- SFwtL9J¢ L�'LREIE LU26 FETE LVIL5 CONCRETE L ! PAP, Po011 I wtL 3J9 1pp/ACORS Col'O' III ! PAD DOW11 � y:wt 2J!a O PLPN9 \ CONCRETE CURB / EVM1Vt PER LIVIL5 PLANS / Az \z ® LgILRETE STWPS PER 6IVIL5 PLANS \ / V TRASH / RECYCLE IMDELX BLUREY96R&1, \ / / ® RECEPTACLE SKIN PATTERN: VERTICAL / ORILLXGRK, COLOR: O LU'i6W 'W FBR LIVIL5 PLANE EVEREREOR. IE %IRE. / FAIL ROM, AVAILABLE b _ FOR WRRE ATHLETIC Plll AND WIRINS REFER TO FRLM FORM5 AND FIELD LISXTIXS IF APPROVED ELECTRICAL PLANS \ KELLY C SOMaT. O PEDESTRIµ LISNTIN6 PDt ELELTRILPL PLANS KELLY MLKEOYPIO (619) peWll 9 ,SMntL"3J3 / 991 -1858 \ I PAVER FINISH SCHEDULE ® PARKINE, USHTINE, D6� � aShaet d2 \ / DLlkalu" 8 ® PEPII DRINKING FOUNTAIN Down ftestL U5 O E%ISTINO w L O VON PLAZA FIELD VLRIPY LOCATION ©PRECAST LOiW'RETE ;AIM' / DENSE, TISM PAVER 9RPALE VISIBLE / O P0.N AIN p1 RESIROOM 'wLN RLT9 PLANS � TRASH ENClp3URE W POOP RR ARLNITELTS PLANS ASSRESATE / rveanr %O. 10-974) / BIKE RACK WV CONCRETE P MODE LO GTORCLER BIKE PLANTER WALL PER ARCHITECT PLANS / SHAPE: iUl -BCE CASTLE PNDA D4 A COLOR ,UIBLe BLBIOED cREAH / T,RRA LOT.A / BRCYH RACK w11M / MIXEp ✓ BLAILAIREOTI BAR, ® VESETgiED SWALES CONSTRUCTION PER LIVIL5 PLANS FINISH: 3.90 X 5.90 ", . O' % SAO, AND 8.90' % 4.90} AVAILABLE FROM ® - PRE9TALL WXJ CONCESSION STAND / RESIM PER ARCHITECTS PLANE X SAO' / PATTERN.^O/SI // CCORP.IN PER THE TEW9T NO. lO -4N / / AVAILABLE FROM PVLOLK CO. IW. CURRENT MANI 5PEL5 REFER TO PET. B / SXT I AID RECOMIBNDATICN ® RESTtOOM O ERMIT NO. I0-9 z PER ARCHITECTS PAt.'3 A3 EXISTING CO MONS' O 24^ w B4^ L. BENCH W BALK MODEL OIR ALEAD KIT T II ENCLOSURE W ROOF PER ARORITECT�LANS 16 SACK. AVAILAE.E FROM fFE411T NO. 10-974) / D6GR mON ECM%81T NSTEPfPER T4 © V -0ITLX PER LIVILS'PLPNS CORP. LORD. INSTALL PER s CURRENT M/WNF SPECS / Al E ISTINS SITE T K / PFO ECT IN P CE P.I.P) AND pF OM ETDATIq{ RETAINING w L PER A}LXITELT5 PLANS / (PEA11T No. 10 -9i) \ \ O E%ISTINSW L / FlEI.D VEWFY LOCATION 1P.I.P1 ✓9 pCC/ / zLIVIL'3 PLANS PER ® EXISTIHb l�/ PER CIVIL PLAN CIVIL pLAn 24^ w. X04^ L. BENCH W7XOUT BALK 0210 LBIB w1T1LUr \ / tlIBACK. �CK -PRETE PROIX�LTM CGNCR612 V- W ITER / PER LIVIL5 PLANS \ CAPP FINISH SCHEDULE CORP. INSTALL PER THE m/ 4 CURRENT MANI 5PEL5. MD REGOMIENDATIdy / \ 'SPANISH SOLO' WITH RErAFOPNi DII BBO MIT AT GROUP MODEL# 05- 2460 -5I6 / \ A FINN FI�m)� Y bPTIMY' CR APPROVED PICNIC PAD / ETCH CODE NO, OPIT MICRO SAND (OS) SI UNIT AT SINGLE MODEL# A -20 CONTACT. MIKE DAVIS W INNOVATIVE PICNIC PAD CONCRETE PROPA -T, (9Kf 496 -1OT / FINAL C0.0R TO BE SELECTED BY THE L \ / ® PICNIC TABLE MODEL# RL TABLE / I COLOR: DARK WALNN' STAIN APPLIED TO O -ADA LOLOR. B /FINISH. SRAM BOLD COIL, SEE PHOVE P6 R (BENZ. / oa AP�PHROVeD emu wrvTwcT� ALL SPWCVT $CORE LINE AND APRY ST TO T -T fALID ETC1U, \ PARKINS STALL SIDE OF SIOEWALK. ER. MATTE / ETLX CODE NO OPIT-L5 MICRO 5 (OS) \ / CONTACT : MIKE DAAS W INNV / VE ® MAILBOX 14 TOTAU ARMADILLO MAILEDY. - _ 1 CONCRETE PROLWT (949) M }T WITH FRONT DOUR, fNp . FINAL COLOR TO BE SELECTED T E CITY SRGURD POST. COLOR. // / ,, I pRpwry 74 GREED, AVAILABLE FROM / / - � r PNNIIS ryXI DOpIIM13 OR APRETA AM ARMADILLO MA1L60% / / \ CONTACT ETLX LODE ND. W MICRO SAND (L SALES AFAA -L PER TIHE CONTACT . MIKE DAMS 1) ATVE LEITERIX /SrPLL PER THE / A FIN L OOL PRODUCT, (941) 49 TOT / _ FINAL CITY TO BE SELEG D / \ BY THE CITY / // � I - - I �- � I I ❑ GmCT. MANgHUL W1TX LAST / / AI -T 1 / D FINN MO I a ITMU MICRO / \ CONTACT. MIKE DAVIS INNOVATIVE AFT / / CONCRETE F MJOT, w49 495 -70ta / / - ID \ FBIINN COLOR TO BE TED TTE PA / \ BT - - _ 131 I ©BID ALTERNATE TEM I LDNOT TE Br AIL / O WIND TURBINE NOT A PART OF THE ER ARLMITELTS - / WILDING PERMN9 -BID KT. RN+ / / ®ADDITIONAL PEDESTRIAN \ ER ELECTRICAL iLPH5 LISMTINS {p ftT. 43 \ ton B .Sleet4212 / \ I ® FIELD . - MLT. r B SOPrPALL SHEET 1.15 < PAOI LOT 'A' .l / DOS PARK - W ALT. • 4A sEFrsNHEET LBA -9.1 B2 / 11 B..XLT. I'm SEE FXEET LBA -9.3 1 99 SKATE PARK - 5E,£ AL ON SPORT Peahen ANS, I MIT O SA SEE SHEET pBA - 6.1 =D TOw S=SHET LIP -B1/ BD KT. O SD SEE SHEET LEA PLArsaauro -BC ALL OS Onwn .swan 3.E O AO PALS LOT B CDIE RcIVIL ENS. PLI.16 K. PAVING -BBf ILT }I PAS I I .•; Al A All - - - 133 All 18 - E32 E35 6 ® Al ? \ F to IPA 1 oo' 1 L I�I�I�II�I�I�. UNDER&ROUND S /ER/VICIE (ALERT SAN ELIJO JOINT POWERS toa� , AUIMUKIIY G P-t le le : Ri 31 591 Camino Capistrano ®A' ��� San Juan Caplslrano, CA 92675 D'RIF m� [9491493-2600 4w.RJMd6phone �� M6 P 19 4 9149 3 -26 9 0 fax TWO WORKING DAYS SIGN DATE phone BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DE DESCRIPTION: OC 0019 P LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL - 1 \ 1 1� 1a IW 1 Elf) I w 1 T1U 1 �I 1 �1 I .\ �A FLATWORK SCHEDULE & WALL CGWTRULT, DBT OE%PAIHILN .l71M DO OCOLD JOINT De OLOMROL -DINT De ® CONCRETE RAVINE, Oe OGRASS PAVE De OLOiNCIMTE BAND De AT MgJLURB De ® 1xTERLacK1NE, PAVER De OPLASTER 9 BALLPIEI.D De ®COINCRER STAIRS AW CHEEK De WALL / KANDRAIL NI TI,BULVR STEEL SATE W/ PILASTER DO ®(EJILDINE, PERMIT X 11_12Ae ) LODGE FCCE PENCE ! SATE De yJq DINGLE BATE De Dd.BLE BATE Da LOW YIALL O PARK ENTRY MgU-BNT De yVq SWULATED BRIDSE a VE6ETED 5wALE De 8' HI6N. OHAINLINK FENCE/ GATE pe ®(BUILDING P MIT O II -1248 ) 20'HISH. CHAIN-1W PENCE/ SAM De (BUILDING PERMIT O II -1246 ) (SHIGH. LHAINLINK FENCE/ GATE pe CONCRETE SPAIVALL DO ® 6'-0' NEW PILASTER OptP ® CLRTEN STEEL DOS FR I SINNED IN CONLRE FOR REVIEW AND APPROVAL PRIOR TO COXS LELOMPOSED GRANITE PATH De EOLLARD De ^� RACK O V -DITCH De A]} NOT USED V® PERIMETER WALL v` RANTER WALL / SEATYALL De VEGETATED SWALES AND De ELULDER SCHEDULE .® INSTALL 4'-0 HISH. CW E1C CK DO Q RET. W L WV TS FENCE De Po © BALLFIELD SCHEDULE G TRLIGT DET MD B PITCHING MOUND Oe OBALK5TOP W BALKEOARD De ( WILDING PERMIT # II -1346 ) OINPELO MIX - STABILIZED FRO ECLO REEi OBACKSTOP RETIINS De O BLEALMER W WARDRAIL FURNISH M0 T LKI201 TOMARK MANUFAL SPECIFIC OOJEGIT De OBASE MD MOMS PLATE De ® 15 C ARV 05ALKETOP De OSCORERS TAE.B DER T TnHT PTV`TT TRF T PCII SYMEGL DESCRIPTION ALL RBLRBNGB T--1 pp tell I Sheet j O -® INN' PARKINS LIGM - SINGLE FIXTURE tan ,S etJ 2j 20' PARKING LIGHT - SIILSLE FIXTURE 060 30' PARKINS LIGHT - DOUBLE PIXT.RE SIGN DATE WIIj�} -, SNOntJ W DIRE 0 OE ENGINEERING DATE �JI tall 4 ,5 ot� BY: �1 tall 5 9 et L 3J PARKS AND RECREATION APPROVALS WII 9 ,SNent 43l - ENGINEERING SERVICES DEPARTMENT I Wn s ,meet lV_3J STAFF EC ton �. 9N06tL RECD DED APP DATE DATE WII �, SMnt L -20 ENCINITAS COMMUNITY PARK CONSTRUCTION PLAN L -L9 �,, HEET 59 OF 201 WII y, SMOt4 o!M PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIS. NO z WII ,51 L9.3 WII 3 ,y et L9.3 b< WII I ,Swat 43.9 WII 3 ,Bleet42D v WII ,51 L+1.3 POW ,Sleet 4-L• WII ,suet L "WI �' -,S Otlj•2 II I VnetL�.1O 'PJi,� TE. SRMIT SAMRES RUCTION WIN 3 ,Sheet L9} 1 , Wn WIN 4 ,ShwtL -3b WII 5 ,Snet42W WII 3 SMet4210 WII 5Met� 2 WII 3 ,9Met 43.9 WII 2 SMnt L -30 WII 4 ShvotL1•:IE WII 3 SMnt 43J1 Wn- 'SMet -ESP AIL REFERENCE/ DEL N144BCR: Wn ,Sbntl--3.16 WII I Snot L -3.T O SPECS WI I ,gMntL`2u7- INSTALL M'1DEL NO. 4, AVAILAELE FROM SPORTING. INSTALL PER TJRER5 ATIONS. Wn I .SMetL3w Wn 2 Stand -]l6 WII I $Mnt L -2} ml 2 -, Sh"LIC 4 SYMEGL DESCRIPTION 00 T--1 pp 14' PEDESTRIAN LISHT FIXTRE - 51P ALT. X 2 O -® INN' PARKINS LIGM - SINGLE FIXTURE �O 20' PARKING LIGHT - SIILSLE FIXTURE 060 30' PARKINS LIGHT - DOUBLE PIXT.RE SIGN DATE SYMEGL DESCRIPTION 00 14 PEDESTRIAN LISXT Fl% pp 14' PEDESTRIAN LISHT FIXTRE - 51P ALT. X 2 O -® INN' PARKINS LIGM - SINGLE FIXTURE �O 20' PARKING LIGHT - SIILSLE FIXTURE 060 30' PARKINS LIGHT - DOUBLE PIXT.RE NORTH FOR CONSTRUCTION t LEGEND AND NOTES, SEE SHEET L -1.0 W _ D PUBLIC WORKS PLANNING AND BUILDING ENGINEERING I I I I I t Ro1EC.J SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE �JI I BY: �1 PARKS AND RECREATION APPROVALS t - ENGINEERING SERVICES DEPARTMENT I STAFF EC REPARED UNDER SUPERVISION OF DATE: 4,a•>oI= A. NO.: 2502 AN, L.L.A. EXP.: 09/30/13 RECD DED APP DATE DATE ��� ENCINITAS COMMUNITY PARK CONSTRUCTION PLAN L -L9 �,, HEET 59 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIS. NO z URI b< v 'PJi,� 1 , Wn PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t Ro1EC.J SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BY: !DRAWN BY : CHECKED EY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFF EC REPARED UNDER SUPERVISION OF DATE: 4,a•>oI= A. NO.: 2502 AN, L.L.A. EXP.: 09/30/13 RECD DED APP DATE DATE ��� ENCINITAS COMMUNITY PARK CONSTRUCTION PLAN L -L9 10630 -13 HEET 59 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIS. 6 Y 0 ?o a aJv 0 0 S �13 T3 ti IN n 'o m� 9¢ �o iNi z 0 z 0 a In o n IAN C5 II AI I I / II Al I G2 Ili II/ nS _ 1 \ 1 1 I I� I 1 I / � 11 I I I I l I 1� 1 11 Ilo 1 r I I I I I •: - I \may I I r I III III � \ 1 �1 II'J I I I 1 Olk I I 1 1 \ i \ III II •. \ 1 \ I I 1 1 �\\ JI \ \ Q pp \ Ii AI i IS E36 B2 —a ✓V L Al PAVER FINISH SC DUCE SITE FURNISHING SCHEDUL /� i A Dl9ORIma6: OORSIidFT, DETAIL R@BEBY.E I -. -- _ - -.- —.— T� F ©PRECAST LONLRETE PAVERS• I DENSE, TEMT PA SURFACE, NO VISIBLE SUABLE PICNIC TA0.E t PAD vakal E . SlnntLGA ❑ P�OMTE E LAS LOPRI.E I AMP 1I / ® � NIL TABLE (PFD Deta 4 yvnL �-'�0 I I V .✓ A4 t \ A8 P ASH: ]9� LFE M/ @RA A /eFptl1 \��� D DnNI A6 G SNAPS ,VIBE ® Gds COLOR. TuHELe eD SlnntL3e /. X59 590 X590', AIm .90 "X5.90} \\ y \1 A L+11 BNO XB9i ACCEBSIBL\E OONL. Detail 3 ,S OtL -1H PATTERN. ASIIPR / \ I '1 AVAILABLE FROM UHT. Ll-21/ w„ INC. G D3 REFER TO DEi 6 5M. L -1.1 DJ TR SX / RECYCLE\ MA SSRBJ RELEPTALLE \ SKIN PA VERTLAL / I EXISTING COND IONS / &wE�u., 1 GESOWmGN OOMBlI \ PAL 06o12 AVAILABLE / ✓d F FROM FORMS 1 O E%SnNb 51 PROTECT IN PLACE (P.I P) K CONTACT T KELLY MC KELC BI a (619) I ® E%ISnN& WALL / FIELD VERIFY LOCATION (P.I.P) \ 991 IBSB _ 1 ® EXISnM9 PE t PER CML PLAN _ B2 1 O PEI DRINKING FOUNTAIN U2I 9 SNnat L-1B 1 HARD APE FINISH SCHEDULE \/ DI WAU �I ma6 O MOMRIEP wKIN& PER A\ recTS PLANS FOUNTAIN 0 FE SO BV 1 COLOR SPANISH fOLD' WITH RETARDANT ® BIKE FUI W LdV IMI PAD MOPW 0-54 -CPL BIKE 1 FINISH, FINISH oPTIMIS oR APPRoVE RACK NITX \ Y 1\ / ETCH COLE NO OPI MUS MICRO (05) BLACKSM DTH Alu CONTACT. MIKE DAVIS W IWgV IVE AVAILAELe PRO @M\ \ y /\ CLNCREIE PPOWLT (949) Me oil (LICK4RETE MOGWT B I FINAL COLOR TO SE SELECTS Y THE CITY. OCR^. 1T6TPLL PEA i1g \ \\ B l I I I�' All COLOR DANK �ARKg�NWFA��LgNLETpp STAIN A AND RE(gMT£NDARON. / \ 5 (' SCORE LINE APPLY 5TAINSTO O 24" W, X O4" L BENLN W B K MODEL OIRoYALB9D WITH \ AI \ PARKING STALL 51 SIDEWALK. BALK. AVAILABLE PROM / \ ETCH COPE NO: MICRO SAND (OS) PRODKT CONTACT, MIKE AVIS W INNOVATIVE CORP. INSTALL PER THE \ \\ / LGNCREIE T (<4i) 4,6 -,Off LUPRENT MANF. 5FEL5, 3 PA \ FINAL COLOR OBE SELECTED BY THE CITY ANT RELOM ENIPATION, COLOR VE$ AN WTI RETARDANT \ O' FINISH: rilln BY AMU$• OR AFPFOVED ECIAL CX CODE NO, CPTT6 MICRO SANG ®I 34" K X L4" L. NON WIn10JT BACK 03ROTA -SAB WITYSUT \ All / LCNT T: MIKE DAVIS W INNOVATIVE EACK. AVAILABLE RkOM /S I \ TE PRODUCT, (949) 498 -,Off CVICK4RETE MODA,T / \ FI DOLOR TO SE SELECTED COTS, INSTALL PER THE \ \ THE CITY OV"i MANP. SPECS, O\ wI.LR. Rl95Mry4L EASY• WITH LIEIT 5 NJELASr AND FINISH. E1aAL. ETO•CHPTG OO, OPIDVS MICRO SAN / Al A CONTACT: MIKE DAVIS W INNOVATIVE D MIT AT ERWP M DEU Ob2 60 BIb \ CCNCFI PAODUOT 94N ( 498 -,OT IONIC PAD j/ / \ FINAL COLOR TO SE SELECTED EEO MIT AT SINSLE MOLELn A40 y T Be THE CITY PICNIC PAD \ A / © BID ALLERNATE ITEM ® PICNIC TABLE MODELS ABLE, OPRCB4PT ADA COLOa: \ a T: L AILI P6-O (SI \ ■ A4 A 'MATTE ID ETCH,, B3 vrvvCRORVVrvL/ pCRV 1(iC IRLCRI SAN ELIJO JOINT POWERS ® G AJe Le : p RR lai„ 8I A TWO WORKING DAYS SIGN DATE TAE P LC BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 ®I MAILBOX (S TOTAL) ILLO MAILDOX ' I ZOFPOM DOCK, AND \ ' SROwD VAIL N-E I &ReeN, AVAILA ILO X ARMADILLO MAILBOX SALES AND ALL PER THE CENT:R INSTALL POR TM \ JU \ ' II 31597 Camino CaDlahano a 'RI F San Juan Caplsimno, CA 92675 �� GRIMP ww.RJMdeslgngmuP.wm DESIGN 19 491 49 32fi90 (ax 19491493 -2600 phone SPECIAL DISTRICT APPROVAL DI LIGHT FIXTURE LEGEND DL- LRIPTION 14 PEDESTRIAN LI&M FIXTURE 14' PEPS IAN LIGHT FIXTURE - &D ALT. S 2 1V PARKINS LI&HT - SINSLE FIXTURE 20' PARKI145 LI&HT - SINOLE FlXTLT✓E 20' PARKINS LIEiT - DOUBLE FIXTURE SYI -EON WIND TIRBIIE \1qT A PART OF TE PER ARCHITECT' LANE \ PLANTNS AREA TYP. TYPICA- ® RTT ELT ADDITIONAL PIRDESTRIAN PER ELELTRI PLANS CO NTTrA blw I WAZTEC, COESLE a 9UFF BEA CH q Detall E ,91eet4102 \ \ TO BE ARIuSV AL BY THE ® SOT10 DEEP ARKINS I FIELD Om /LT. e E PARKINS LOT 'A' SEE STUB LBA -IO.I < 10.2 I G PARK - W ALTS. M SHEET LEI 4 93 P = ILL`6\W SHEET LBA-93 t 93 D ® S Tff PARK - SEE ACTON SPORT M516IN PLANE \ pO ALT.6 M\ 0w SEE SHEET LEA -8.1 M ALT. 5EE 51 LEA -B3 6 3 OD ALT.• SEE SHEET LBA - B'J 9 J3 \ ® P-AY&RWW -m .66 \�WNII ,Snet"Js D 2 O PAR LOT .DeE A L, FER GIVILE - MATCHLINE SEE SHEET L -1.11 vrvvCRORVVrvL/ pCRV 1(iC IRLCRI SAN ELIJO JOINT POWERS ® G AJe Le : p RR lai„ 8I A TWO WORKING DAYS SIGN DATE TAE P LC BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 ®I MAILBOX (S TOTAL) ILLO MAILDOX ' I ZOFPOM DOCK, AND \ ' SROwD VAIL N-E I &ReeN, AVAILA ILO X ARMADILLO MAILBOX SALES AND ALL PER THE CENT:R INSTALL POR TM \ JU \ ' II 31597 Camino CaDlahano a 'RI F San Juan Caplsimno, CA 92675 �� GRIMP ww.RJMdeslgngmuP.wm DESIGN 19 491 49 32fi90 (ax 19491493 -2600 phone SPECIAL DISTRICT APPROVAL DI * SEE SHEET L -1.0 FOR CONSTRUCTION LEGEND AND NOTES D FLATWORK SCHEDULE & WALL OOHETIII DETAIL It iENGE AI EXPANSION JOINT DOtPII I y:eetla3'.L © COLD JOINT Delon I sn"t I. 2 © Lg1rtaOL JOINT Detall I ,SteelL ® CONCRETE PAVING Detoll 2 i 4,11 LT OCRASS PAVE Delon 4 ,ft"t" ® LONLfiEIE BAND Detall 3 Glee! LE M MOACLRB Satan 5 1111 _ ® INTERLDLKINS PAVER Delon 6 Sheet LE OPILASTER 1 BALLFIELD DOlall I %:eelkJ't ®I CONCRETE STAIRS AND CTM!K Detall 2 Sheet 41H WALL / HANDRAIL All T,9AAR STEEL &ATE W/ PILASTER PoIOII J_, ^J:OelL.3.M (911LDIN5 PERMIT S II -1346 ) LODSE POLE FENCE 4 SATE Detall 9 . snI 51119LE SATE Detoll I Sheet 43 DOUBLE SATE Caton 3 Sheet 43 ®� LOW WALL O PARK ENTRY MONUMENT Detoll I y"t L -3 :plq SIMRATED BRIDGE 4 VESEIED SWAGE petoll 3 EHeetLb (�Y1�f1 6'HIGH.CMAINLINKPENCE/GATE Caton I ,Bleet43 ®(&11LDIN6 PERMIT R II -346 ) 20' HIGH. LHAINLINK FENCE/ GATE D WII I SIVI NSUIDIN41, PIERMIT p II -114 ) Detall I ,Sheet43 CONCRETZ SMATWALL DOW 2 SNHX J-Q ® 6'-O" HIGH. PILASTER peumi J_, ygeX1.62 LCRTEN STEEL DO& PRINTS EMBED IN OONORETE, SUIEWIT SAMP FOR REVIEW AND APPIXI PRIOR TO LONSTRULTION DECOMPOSED SRANITE PATH PAW 3 , Shot 44, ECI-I Detall 4 ,51netL-3 �+ RACK VbITLH Octal E sn"" ®` NOT USED ® PERIMETER WALL Detall 3 ft"" Detall 2_ Sh"tf¢]_ PLANT WALL / 11An'IALL Detall 3 9met L9 VC-SETATED SWALES AND Satan 2 Sheet L-2 BOLDER SLHEOULE INSTALL 4b' HI&X, LM! BLOCK Polall 4 a"IL ZU t ® RET. WALL w TS FENCE Detall 2 Sheet L -2 match . Sheet IN © BALLFIELD SCHEDULE OONETIIII DETAIL REFERBY.E/ 6lODCL 11R -mER: OPITCXIN& HOMO PvtOI I f:eelL,2 OBACKSTOP W/ BACKEOPRD Detall 1 9ieet 42 (III PERMIT N 11-1346 ) OINFIELD MIX - STABILIZED PRO WI REFER TO SPECS, OBACKSTOP NETTINS Detal J_ SheetL -'b- O BLEACHER W WARDRNL FURNISH AND INSTALL MODEL NO TH -KI2014 AVAILABLE FROM TOMA11K SPORTING INSTALL PER MPECrICAREAS 9PELIPILAT0T8. OOVI Detall 1 ,Sheet43A OBASE AND NOTE PLATE Detall 2 SheetL -2 OBACKBOARD 1 BACKSTOP Data I �_, Sheet L-2 OSCORERS TABLE Osual 2 6NaetL� Ilm FOR ALL PI ODUCTS SPECIFIED, CONTRACTOR MAY PRGP09E AN EDUA, FOR REVIEW A! APPROVAL BY THE CITY ABBREVIATIONS LIGHT FIXTURE LEGEND DL- LRIPTION 14 PEDESTRIAN LI&M FIXTURE 14' PEPS IAN LIGHT FIXTURE - &D ALT. S 2 1V PARKINS LI&HT - SINSLE FIXTURE 20' PARKI145 LI&HT - SINOLE FlXTLT✓E 20' PARKINS LIEiT - DOUBLE FIXTURE SYI -EON 00 pO O9 K 6®. I PA PLANTNS AREA * SEE SHEET L -1.0 FOR CONSTRUCTION LEGEND AND NOTES D FLATWORK SCHEDULE & WALL OOHETIII DETAIL It iENGE AI EXPANSION JOINT DOtPII I y:eetla3'.L © COLD JOINT Delon I sn"t I. 2 © Lg1rtaOL JOINT Detall I ,SteelL ® CONCRETE PAVING Detoll 2 i 4,11 LT OCRASS PAVE Delon 4 ,ft"t" ® LONLfiEIE BAND Detall 3 Glee! LE M MOACLRB Satan 5 1111 _ ® INTERLDLKINS PAVER Delon 6 Sheet LE OPILASTER 1 BALLFIELD DOlall I %:eelkJ't ®I CONCRETE STAIRS AND CTM!K Detall 2 Sheet 41H WALL / HANDRAIL All T,9AAR STEEL &ATE W/ PILASTER PoIOII J_, ^J:OelL.3.M (911LDIN5 PERMIT S II -1346 ) LODSE POLE FENCE 4 SATE Detall 9 . snI 51119LE SATE Detoll I Sheet 43 DOUBLE SATE Caton 3 Sheet 43 ®� LOW WALL O PARK ENTRY MONUMENT Detoll I y"t L -3 :plq SIMRATED BRIDGE 4 VESEIED SWAGE petoll 3 EHeetLb (�Y1�f1 6'HIGH.CMAINLINKPENCE/GATE Caton I ,Bleet43 ®(&11LDIN6 PERMIT R II -346 ) 20' HIGH. LHAINLINK FENCE/ GATE D WII I SIVI NSUIDIN41, PIERMIT p II -114 ) Detall I ,Sheet43 CONCRETZ SMATWALL DOW 2 SNHX J-Q ® 6'-O" HIGH. PILASTER peumi J_, ygeX1.62 LCRTEN STEEL DO& PRINTS EMBED IN OONORETE, SUIEWIT SAMP FOR REVIEW AND APPIXI PRIOR TO LONSTRULTION DECOMPOSED SRANITE PATH PAW 3 , Shot 44, ECI-I Detall 4 ,51netL-3 �+ RACK VbITLH Octal E sn"" ®` NOT USED ® PERIMETER WALL Detall 3 ft"" Detall 2_ Sh"tf¢]_ PLANT WALL / 11An'IALL Detall 3 9met L9 VC-SETATED SWALES AND Satan 2 Sheet L-2 BOLDER SLHEOULE INSTALL 4b' HI&X, LM! BLOCK Polall 4 a"IL ZU t ® RET. WALL w TS FENCE Detall 2 Sheet L -2 match . Sheet IN © BALLFIELD SCHEDULE OONETIIII DETAIL REFERBY.E/ 6lODCL 11R -mER: OPITCXIN& HOMO PvtOI I f:eelL,2 OBACKSTOP W/ BACKEOPRD Detall 1 9ieet 42 (III PERMIT N 11-1346 ) OINFIELD MIX - STABILIZED PRO WI REFER TO SPECS, OBACKSTOP NETTINS Detal J_ SheetL -'b- O BLEACHER W WARDRNL FURNISH AND INSTALL MODEL NO TH -KI2014 AVAILABLE FROM TOMA11K SPORTING INSTALL PER MPECrICAREAS 9PELIPILAT0T8. OOVI Detall 1 ,Sheet43A OBASE AND NOTE PLATE Detall 2 SheetL -2 OBACKBOARD 1 BACKSTOP Data I �_, Sheet L-2 OSCORERS TABLE Osual 2 6NaetL� Ilm FOR ALL PI ODUCTS SPECIFIED, CONTRACTOR MAY PRGP09E AN EDUA, FOR REVIEW A! APPROVAL BY THE CITY ABBREVIATIONS 1 ORTH SCALE: VIEW 20 10 0 20 40 ABBREVnrI -roL DESCwPnoN CL GETTER LINE I PA PLANTNS AREA TYP. TYPICA- \ EI JOINT CO NTTrA blw I WAZTEC, COESLE a 9UFF BEA CH I \ TO BE ARIuSV AL BY THE P. I G P 3 9 J3 = 1 D 2 3 IF-I JO r-J JO x \ II HLI U ' Ja 1 ORTH SCALE: VIEW 20 10 0 20 40 ABBREVnrI -roL DESCwPnoN CL GETTER LINE ALIEN PA PLANTNS AREA TYP. TYPICA- EI JOINT CO NTTrA blw a� WAZTEC, COESLE a 9UFF BEA CH FEE F DE TAIL 3 / S HY. L-25. THE FINAL SELECTION TO BE ARIuSV AL BY THE CITY'S REPRESBRATVE. PUBLIC WORKS PLANNING AND BUILDING ENGINEERING I ENCINITA5 FIRE DEPARTMENT I t J6IE2.J SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN BY: !DRAWN CHECKED STAFF EC Bv: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REPAIRED UNDER SUPERVISION OF RECD DED APPRD DATE: 4eEaala '- :tea _ ENCINITAS COMMUNITY PARK A. NO,, 2502 AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.10 PLANNING CASE NO: 04-197 MUP /DR /CDP /EIP DRAWING NO. 10630 -G MWIR0a_ �` 1A PUBLIC WORKS PLANNING AND BUILDING ENGINEERING I ENCINITA5 FIRE DEPARTMENT I t J6IE2.J SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN BY: !DRAWN CHECKED STAFF EC Bv: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REPAIRED UNDER SUPERVISION OF RECD DED APPRD DATE: 4eEaala '- :tea _ ENCINITAS COMMUNITY PARK A. NO,, 2502 AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.10 PLANNING CASE NO: 04-197 MUP /DR /CDP /EIP DRAWING NO. 10630 -G MWIR0a_ a Y e p eo f a rc m ��TTT O s �d ary i� 9¢ ti� o iNi z IT z 0 a In o n ML() W m L4 MATCHLINE SEE SHEET L -1.10 Al A\ \ \\ 62 A4 A \ II� `� ; \ \ 1 \ A3 Al 2 52 A4 A ® Al 52 \ ) �w III III\ ,� -• \\ �A D2 \ 01 SITE FURNISHING SCHEDULE �' � � \ � \ aH TWO WORKING DAYS BEFORE YOU DIG CHANGE NO.1 DESCRIPTION Ell; APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 /a Jam_ \ IN \ \ w\ \ \ V FIXTURE LEGEND ABBRE A ®REVFA� 5YHE.^L EQNSTRLICTr MAIL REFISIZNCE W PEDESTRIAN LI6M FIXTURE OO Op SNOWS PICNIC TABLE t PAD Potall B , S:ee142I5 10 ]O' PARKING ull - SINGL�EJJR) RE ® 6ROR PICNIC TARE 4 PAD Detail 4 yect CONCRETE STRIPS /L AREA OCOXLRETE BB`'LX G PPD DetaN �, SuetL4.13 E%PM'Slgl JOINT ' ® AGLESSIBLE LLNL. BENLX 0 PAD Dewll ] , 9aet43JB ■ OTRASH /RECYCLE movaus 5LUR6S6R91. / (CCNTRACTOR / SURVEYOR IN TES ABLLISXINS HORIWINTAL OEXISTING RECEPTACLE SKIN PATTERN: VERTICAL CgRROLS NECE55AM TO FIELD STAKE PAVING WALKS, ' / / &RILLHOW, COLOR. ' �F V r•H � mil B .Smet Lae EVERGREEN, TEXTURE: PER CIVIL5 PLANS Nall I 9tm6ty jj A4 A D5 ' RAIL 46013. AVAILAELE ( 2RMIT Na. 10i 10 wll I Stet L69 RESTROCM (PERMIT No. DO Z FROM FORMS AND TRASH ENCLOSURE N ROOF w11 I BaeatL -2? © ES CONT CONTACT PER 01I PLANE wI I eeat433 PER ARCHITECTS PLANS KELLY NB KELLY a (61 x(019) wI1 I 9Featy jj PER GIVILS BANS ® wll 3 ,Sleet L -26 991 -IDSH . FETE. SUBMIT SAMRE5 �� \ OPEDESTAL MIINKINS FOUNTAIN Detail 9 Sleet} -20 WIN 4 *:eetL9:62 OMALL MOUNTED DRINKING PER ARCHITECTS PLANS \ ® FOUNTAIN a RESTPOOI BIKE RAI N CONCRETE PAD HOPELa 0 IWRI B2 BIKE \ mil 2 slentj-29 RACK WITH mil 2 ,sHet43D ` BLAC- BAR \ AVAILABLE FR4H EXISTING CONDITIONS \ CMOOTH IXJILK -CRETE PRODUCT \ . PER ORP. INSTALL FETE TIE pESDRIPTION \ E9MNEM CURRENT MAWM. BPBC6. \!\ AND RELGMMENDATION' O E%ISTINS SIDEIYALK PROTECT IN PLACE O]9' H %H9' L. BEN'M N BALK movEL 0104HPL6% WTX 1P.I.P) BACK. AVAILABLE FROM ® E%ISTINb WALL FEED VERIFY LOCATION PIP) MICK-CREOE PRODUCT TH CORP. INSTALL FETE THE ® E45TINS POLE PER CIVIL PLAN MANLF. SPECS. AND TE RENT AND wMMEHHOAnou, HARDSCAPE FINISH SCHEDULE �IPiIM ®24" H %E.4' L. BENCH WITHOUT BALK 0]ROYAL HIe WITHMR BALK. AVAILABLE FROM (COLOR, SPANISH SOLD' HITH RETARDANT WI(CKGREHE PRODUCT o FINISH. FINISH BY OPIHMS OR APPROVED (CORP. INSTALL PER THE ECUAL. CURRENT MANUP SPECS ETCH CODE NG: CPITMY MICRO SAND (OS) AND RSCDH4 NDATION, CONTACT, MIKE DAMS N INNT'ATVE CONCRETE PR RRCT, (9M) 496 -TDTT FINAL CD-OR TO BE SBPLTED BY THE Llx. DII BBD UNIT AT GRfAP NpDEU (g- 3 -B16 PICNIC PAID COLOR: DARK WANK STAIR APPLIED TO ®FINISH: BB0 UNIT AT SINEWS MOOELX A- ]O/S -E] O BP AW 06%E( lHL SEE W,e��IT LR AFPFIVEUE E SHAIJ' PILNIL PAD, IM AND APPLY SAIFt SCORE LINE AND APPLY STAIN TO PPRK nE STALL SIDE CF 61DEW 5A ETCH CODE NO: MICRD 5MD (05) PICNIC TABLE ppCTA&.E PAAN,S CONCRETE MIKE pAV15 N INN OAR OAR -MENI LCR: -1011 CONCRETE PRODUCT, TED-TOT P6 -CORM 16ACIV SELECTED FINAL L0.oR TO BE SF1£LT® Br TE Ox MALIBU. T-TTE ETCH, SEALER: MATTE DOLOR. © YSBTyL�YPEROWN' WITH RETARDANT FIrvISH. FINISH BY oFTMUS' OR AFFROVED ETCH (CODE NO: thltl - MICRO SAND (0E ®EOJA. MAILER A TOTAL) ARMADILLO MAILBOX CONTACT : MIKE DAVIS N INNOVATVE WITH FRONT DOOR AND CONCRETE PROCU:T, (144) HS -TOTI ORORD POST. (COLOR. FINAL COLOR TO BE SELECTED 6441 AVAILABLE FROM BY THE (CITY ARMADILLO MAILS% SALES AND DISTRINE IOM COLOR. NATRAL 6REY�WIIH LI °OM J OBNA LA%T LENIRINETALL 2R THE D FINNISH. FEIWALBETµ CODE GNOR, OPITMB HI(CRO SAND (O CURRENT CONTACT : MIKE DAVIS N INIGVATVE MANFACNRERS SPECS CONCRETE PROOA:T, (949) 491TO17 TEL. I (6T) 722 -0221 FINAL C01-OR TO BE SELECTED BY THE Olx ROROUND 5ERVICE ALERT SAN ELIJO JOINT POWERS aH TWO WORKING DAYS BEFORE YOU DIG CHANGE NO.1 DESCRIPTION Ell; APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 /a Jam_ \ IN \ \ w\ \ \ V FIXTURE LEGEND ABBRE A ®REVFA� 5YHE.^L DESCRIPTION 00 W PEDESTRIAN LI6M FIXTURE OO 19' PBJESTRIAN LIBM FI%NRE - BID e 2 00 ID' PARKINS LI6M - SIMSLE FV. 10 ]O' PARKING ull - SINGL�EJJR) RE GI 20' PARKING LIBM - CO E`FIXTLRE AI6N /PNTIIY CONCRETE STRIPS /L AREA ' TTPIGAL GENERAL NOTE E%PM'Slgl JOINT ' CONTROL .bINT A DI6ITAL FILE WILL BE PROVIDED TO THE CONTRACTOR AzTE eaJLDet AZTEC ■ FRIOR TO THE START tof Powil B ,SHwet42I3 / (CCNTRACTOR / SURVEYOR IN TES ABLLISXINS HORIWINTAL OEXISTING HALL a VON PLAZA FIELD VERIFY LOCATION (RUNUP) OA CgRROLS NECE55AM TO FIELD STAKE PAVING WALKS, ' / / WALLS, TRAILS, MOW CNRB5, ETC. AS SHCHN CN THE CONSTRUCTION PLANS. ' �F V r•H \ V FIXTURE LEGEND ABBRE A ®REVFA� 5YHE.^L DESCRIPTION 00 W PEDESTRIAN LI6M FIXTURE OO 19' PBJESTRIAN LIBM FI%NRE - BID e 2 00 ID' PARKINS LI6M - SIMSLE FV. 10 ]O' PARKING ull - SINGL�EJJR) RE GI 20' PARKING LIBM - CO E`FIXTLRE i / / / / / / / / m CC P' A ` - --------- 1 =- OASPHALT VIAYIONS / TO BE ARFOVAL BY TIE ' CURB OESLR ILN ' LBI HIE ' AI6N /PNTIIY CONCRETE STRIPS /L AREA ' TTPIGAL GENERAL NOTE E%PM'Slgl JOINT ' CONTROL .bINT A DI6ITAL FILE WILL BE PROVIDED TO THE CONTRACTOR AzTE eaJLDet AZTEC ■ - --------- L-2� THIS FINAL =- OASPHALT PAVING / TO BE ARFOVAL BY TIE ' CURB wll �. BNeet12L OII REPFES ENTATIVE. 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NO VISIBLE AGMEGATE SHAPE: TABLE CASTLE GOEBLE I ANT) II COLOR: TUMBLE BLENDED CREAH / TERRA CDTTA / BROW MITID DIX KNISH: 290' %5.95 , II % 5.90 ", AND 6.90" % 5.90 ", 6.90" % 6.90" UL- PATTERN: ASHLAR C) AVAILABLE FROM ANGELS BLOCK CO., INC. OP REFER TO DIET, 6 / SHT L -21 b — NORTH SCALE: 1 " =20' 20 10 0 20 40 ENGINEERING t I J SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN BY: ORAwN Ev: cHECRED Ev: STA FF EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REPARED UNDER SUPERVISION OF RECD DEED APP��°�° DATE' �2 ENCINITAS COMMUNITY PARK A. NO.. 2502 AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.11 PLANNING CASE NO: 04-197 MUP /DR /CDP /E16 DRAWING NO. 10630eG 11: +1 4N dA3+�r\ • i [9 o�TI���T��IT��I����������\ DIX \\\\\ UL- nF4�� I` 1 ■j1 Ill �� r zm .1 .1y fl a z • �. Co L L - \ 3 UTZ —Z 11 mk t I J SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN BY: ORAwN Ev: cHECRED Ev: STA FF EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REPARED UNDER SUPERVISION OF RECD DEED APP��°�° DATE' �2 ENCINITAS COMMUNITY PARK A. NO.. 2502 AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.11 PLANNING CASE NO: 04-197 MUP /DR /CDP /E16 DRAWING NO. 10630eG 7 a o< o d i t; M m S a c — a N �s 9¢ i� i z� o a rc 0 1. _ — 'SGT ♦ ': � . � \ ,, \ \ \ \ \ \' \ \ \ \ \\ \ \ \ L \\ \\ \\ \ \ \ \\ 1 \ \ \\ \ \ \ \ \ \ \ \ je, 00 P `�.• \ ` \ \\ \ \`� \� \ \ lop) \ \ \ A A4 LL All N I 62 A, con w 1 \\ \ \ \ \ cue \ \ \ \ / A Al ® A4 \ \ \ ' D 4 PA \ \�\ ■ \ A A4 8 \ \\ - - - - - _1 ,,,, r _' _ ..•; 131 \ \ ` �\ - MATCHLINE SEE SHEET L-1.1: K y ..OEM ® FLATWORK SCHEDULE & WALL DETAIL REFBEBY.E REFERENCES NPBIIE m0T A PART OF THE ALI NI LONSTPoIGT DETAIL REFBIBILE TTP. D®GIEImON T'. 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GHAINLINK FENCE/ 6ATE petal) 1 �I;1 2 DRAWN TRASH I'.N'.LOSNB W/ ROCP RR A114HIRLT5 PLANE ®(&)ILDIN6 PERMIT a II- 246) 20' H154 CHAINLINK FENCE/ BATE Potoll J_ BteetL�J2 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ryE,9MIT NO. 10 -9'15) (WILDING FERMITall 1246) © V -DITCH Fat LIVIL5 PLANS &'HIGH. GHAINLINK FENCE/GATE petal) I Steel' -e° STAFF f£I PEA PRLXIRLTS PLANE gLRER SELL Deal3 SNet4! I lO -9'191 PERUN T NO DESCRIPTION: OC 0019 ® 6' -O" HIBH. PILA5TER Detail I_, EHeetL -2lD PCC/ AS FBI CIVIL5 PLANS RECD DED ® CORTEX STEEL PRINTS EI IN LONLRER, EMNIIT EMEEB ® WK.REFE V - BUTTER FER CIVILS PLANE FOR REVIEW AND APPROVAL PRIOR TO CONSTRICTION PECgnP P SRANITE `Am P6b11 2 , S et LW' DATE: A05MN BOLLARD Potan 4 B &0t 210 ENCINITAS COMMUNITY PARK PAVER FINISH SCHEDULE RACK a V -DITCH wlau 3 HteetL/3.10 D ImON. ® HOT USED PtELAST CONLRER PAVERS " F DENSE, TIONT PAVER SIWACL NO VISIBLE A. NO.'. 2502 A �PEGATE ® FERMETER WhLL DOtPII 3 2.10 SHAPE: N E CASTLE COBBLE I AND II eLL Detail 1 t� VERTICAL COLOR. TIAIBLE BLENMP CREAM / FERRA COTTA / INIZI A2G RANTER WALL / SEATWALL PoWll 2—. EI _ea MIXED FINISH 390• X SAO', 5.90" X 590•, AND 6.90' X 590=• .®VESETARp SHALES AM Detail 2 JteetL ZB PATTERN BAD. X 090• ASHVR LA Y P. AN, L.L.Q. 0@00 E?.LpER SLHEWLE IMTALL 4b= XISH. LW BLOCK Oetell 4 SgetL Q AVAILABLE FROM ANEELUS BLOCK REFER TO MT 6 / SHIT L -2.I CA„ INC. ® PET. WALL W TS FENCE Detail 2 E t I.-== EXISTING CONDITIONS wtau- 0 51 5SX2 �pRlmoN COMMENT OEXISTINS 51DEI PROTECT IN PLACE ® B OSTINS WALL FIELD VERIFY LOCATION WILF) ® EXISTRtl FENCE PER LIAL PLAN BQIDL HARDSCAPE FINISH SCHEDULE FOR ALL PRODIICT5 SPECIFIED, CONTRACTOR MAY Ma tlmOlL FRGP05E AN ECI FDR REVIEW AND APPROVAL BY THE CITY CCLOI4 SPANISH SOLD WITH RETARDANT ABBREVIATIONS FINISH: FINISH BY wnM OR AFVROVED ETTCCHH ADDS W. OPITMS MICRO SANG (05) PBBREVhTMNA DKLRIRION DETAIL REFBEBY.E CENTERLINE NPBIIE m0T A PART OF THE ALI NI PA PLANTINS AREA TTP. TYPICAL A MON^E PEDESTRIAN EXPANSION bIM FINISH. 6ONT90L JOINT ®� E LDE AETEL SCI FIELD 4 -/ID ILL a3 'A' a oMES wwr BEACH CC08LE 4 PEBBLE PER DETAIL 2 / ENT, L -2b, THE FINAL SELECTION DOS PARK - M ILT. R 4A TO BE APPROVAL BY THE CIxS REPRESENTATIVE. © BID ALTERNATE ITEM BKNAL ETCH CODE ND• OFITMIS MICRO SAND R CONTACT MIKE DAVIS V INNOVATIVE LIGHT FIXTURE LEGEND 5YI-EOL CONTACT : MINE DAMS W INNOVATIVE DETAIL REFBEBY.E CONCRETE FAODUCT, (9M1 4F2,10" NPBIIE m0T A PART OF THE FINAL COLOR TO EE SFJ.ELTED BY THE Lltt, TIRE FERMIT - =I T.07 w 'DARK WALNUF STAIN AFTLIEp TO A MON^E PEDESTRIAN OCOLOR: FINISH. SPANISH &0.D LONG -$EE PPOVE� Detal Y CI'teetLa,12 ® SCI FIELD 4 -/ID ILL a3 'A' SHALL DR AwR<Zft EIM ALDNmACT SST LINE AND PPFLY STAIN TO rMUKIN K. PARKINS STALL SIDE CP DOS PARK - M ILT. R 4A MICRO EAN ETCH CODE NO. MICRO SAND (OB) DAVIS INNT=ATIVE CONTACT : MIKE DAVIS W SEE BEET L5AA,2 4 99 (949) 496 -TOT ) LREFE PPTO SKATE PARK - SE! FINAL COLOR TO BE SELECTED BY THE Lltt FIN 31591 Camino Capistrano COLOR: XENNH YBOLPMN 'KITH RETADANT BID ILT, PM G PINISX. OR APPROVED SEE SHEET LEA - 03 =ILL Px EOUAL III CODE NO. OPITMII3 MICRO SAND (C ® CONTACT: MIKE DAVIS VINNOVATIVE Detail I ,SMal.,2j2 CONCRER PROPOCT, (949) 496 -10I1 LOT B L,D 4E FINAL COLOR TO SE SELECTED S 'x 2fiT5 JRJMdesg gmup.wm BY THE ax COLOR: NATURAL j NTH LI HHT SANDBLAST 1 SCALE: FINISH. . FINISH BY L Ill LR APFBOVED BKNAL ETCH CODE ND• OFITMIS MICRO SAND R CONTACT MIKE DAVIS V INNOVATIVE LIGHT FIXTURE LEGEND 5YI-EOL GDILSTNLYTl DETAIL REFBEBY.E OWIND NPBIIE m0T A PART OF THE FER ARLN TSCTS PLANS TIRE FERMIT - =I T.07 w ®BILDINS A MON^E PEDESTRIAN PER FI III PLANS uBHTIN& -♦D KT. •2 Detal Y CI'teetLa,12 ® SCI FIELD 4 -/ID ILL a3 'A' SEE SHEET LBA101410.2 PARKING WT ® DOS PARK - M ILT. R 4A SEE SHEET LBA9,l 4 93 !ID KT.0 43 SEE BEET L5AA,2 4 99 ® SKATE PARK - SEE ACTION SPORT 31591 Camino Capistrano MI PLANS BID ILT, PM SEE SHEET LEA -6.I BID ILT. a SB SEE SHEET LEA - 03 =ILL Px SEE SHEET LBA -69 ® PLAY6ROUND -BD KT. 06 Detail I ,SMal.,2j2 OFAWNS LOT B L,D 4E PER CIVIL ENS PLANS S 'x 2fiT5 JRJMdesg gmup.wm AL PAVINS - ILLP I NORTH 1 SCALE: 1"=20' 20 10 0 20 40 BKNAL ETCH CODE ND• OFITMIS MICRO SAND R CONTACT MIKE DAVIS V INNOVATIVE LIGHT FIXTURE LEGEND 5YI-EOL DESCRIPTION w 14' PEDESTRIAN LlE FIXTIRE w 14' PEDESTRIAN LIGHT FIXMtE - BID ALT, a 2 TIRE IB' PARKINS LISHT - SIMILE PIXNRE w 20' FAWNS LISM - SINSLE FIXTRE 000 20' PARKIN& LIGHT - DOUBLE FIXTRB " SEE SHEET L -1.0 FOR CONSTRUCTION LEGEND AND NOTES ullJ=COC IN1 D °t"'1"° "L-D11 SAN ELIJO JOINT POWERS APF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING I ENCINITAS FIRE DEPARTMENT PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA .' A (f .=- L-.: I_`i' 31591 Camino Capistrano pA H11n�V 8 a C S 'x 2fiT5 JRJMdesg gmup.wm 1 v Rj M 6�QWP l6'LEJ mA a [9491493-2690 fax TWO WORKING DAY5 SIGN DATE TAP [91493 -2600 Ph°na SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG P L1f�? CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN ED BY: DRAWN CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED SEE SHEET C-0.1 HORIZONTAL DATE: A05MN N�A�PPLOCATION: 6�z- Rog- _ ENCINITAS COMMUNITY PARK 10630=13 A. NO.'. 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.Q. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.12 SHEET 620F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a N Y O �o xa E K �d 8 E �m I_ �o i� o o �N ` 0 rc n o n PA I b —1 iMATCHLINE SEE SHEET L -1.12 ICI IAN Fo La 9 D (� „fr. 4 og SCSS�S'ti —�TVP. 2 AR 0 IAI IDI PA "pi MA IAI THE CITY ABBREVIATIONS AEGFEV/3TMEGL DESCRIPTION Dt CENTERLINE OEXISn NO WALL ALISN PA PLANTING AREA ttP. TYPICAL —��— EXPANSION JOINT ....... ....... -. H ®� �FIgNIIgµH BY'CPTIMB' OR ARROVEO FIELD R - Dm ILT:0 D 'A' COEBe 4 BUFFR,AZTEC COBBLE R BUFF BEACH PAYE PEBBLE PER DETAIL 2 / SM. OCONCRETE PA fv TO Be APPROVAL BY THIS MONCMD LItt5 REPRESENT ATIVE. I � III PARK - ©COLOR: Ell FINISH. AIRROOVED Cmm DESON PLANS CONCRETE STARS AND CHEEK ED)ALLOM OORR EWAL SXALL 1 I~ , EST: S ILEA -83 1. . Bm ALLaBO ETCH CODE NO: OPITmS MICRO SAND (M) 1 CONTACT. MIKE DAVIS W INNOVATIVE Demll I . SwetL-21s CLNCREIE FPOWLT, (9YU 498 -1077 PARKINS LOT B. L, D * E FINAL COLOR TO SHE SB.ECTED BY THE Cltt I AC PAVINS - BID ALT} I COLOR: YESRWMD BROWN WITH RETARDANT .,A G FINISH: FINISH BY'OPTIMJS' OR APPROVED D' HIGH. LHAINLINK FENCE/ SATE I I 4 � . CONTACT: MIKE DAVIS W INNOVATIVE 30' HIGH, LHAINLINK FENCE / DATE D Ti I SAnt L -]D CONCRETE PP T, (949) 498 -IOTT 6' H164INS HERMIT a II E/ ) 6' HIGH. LHAINLINK FENCE/ GATE FINAL COLOR TO M SELECTED BY THE CITY Detall 2 ,Bust 43 ® 8'O' HI6X. PILASTER ILISHT AST O14' I FINISH: FINISHHBBY �MUSI' OR APPSAVED I' BACK. AVAILABLE FROM EOLLARD r- r— WICK -CRETE PRODUCT CONTACT. MIKE DAVIS W INNOVATIVE Damn 5 E1 l4 CONCRETE FPOPILT, (94N 498 -1071 NOT 15® PA I b —1 iMATCHLINE SEE SHEET L -1.12 ICI IAN Fo La 9 D (� „fr. 4 og SCSS�S'ti —�TVP. 2 AR 0 IAI IDI PA "pi MA IAI THE CITY ABBREVIATIONS AEGFEV/3TMEGL DESCRIPTION Dt CENTERLINE OEXISn NO WALL ALISN PA PLANTING AREA ttP. TYPICAL —��— EXPANSION JOINT COLOR: CONTROL JOINT ®� �FIgNIIgµH BY'CPTIMB' OR ARROVEO FIELD R - Dm ILT:0 D 'A' COEBe 4 BUFFR,AZTEC COBBLE R BUFF BEACH PAYE PEBBLE PER DETAIL 2 / SM. OCONCRETE LQD. THE FINAL SELECTION DOGPARC- Dm ALT.DM TO Be APPROVAL BY THIS MONCMD LItt5 REPRESENT ATIVE. PA /\ \ / \ : \`tAI MATCHLINE SEE SHEET L -1.14 ELIJO JOINT POWERSG°PF PA IAN PUBLIC WORKS DmrwmaN caH1NIS4r OI EXIST'tl SIDEWALK FlFOTECT IN PLACE IP.I.P) OEXISn NO WALL FIELD VERIFY LOCATION IPI.P) ® EXISTNS FENCE PER CIVIL PLAN HARDSCAPE FINISH SCHEDULE 1EDCwmaN: PER ELECTRICAL liPN5 COLOR: SPANISH 60LD' A" RETARDANT A FINISH: �FIgNIIgµH BY'CPTIMB' OR ARROVEO FIELD R - Dm ILT:0 D 'A' ETON EGOS No. OPIT45 WORD SAND (OS) PAYE CONTACT: MIKE DAVIS W INNOVATIVE OCONCRETE CONCIPETE PROOKT, (949) 498 -10v DOGPARC- Dm ALT.DM FINAL GOLCR TO BE 95.5 D BY THE PITY, MONCMD =ALLa4D SEE SHEET LBA -93 * 99 DARK WALNUT' STAIN AFPLI® TO III PARK - ©COLOR: Ell FINISH. AIRROOVED Cmm DESON PLANS CONCRETE STARS AND CHEEK ED)ALLOM OORR EWAL SXALL WALL / HANDRAIL SPYIOIT SCORE LINE AND APPLY STAIN TO EST: S ILEA -83 PARKINS STALL SIDE OF SIDEYNLK. Bm ALLaBO ETCH CODE NO: OPITmS MICRO SAND (M) ® CONTACT. MIKE DAVIS W INNOVATIVE Demll I . SwetL-21s CLNCREIE FPOWLT, (9YU 498 -1077 PARKINS LOT B. L, D * E FINAL COLOR TO SHE SB.ECTED BY THE Cltt DOLBLE SAYS AC PAVINS - BID ALT} I COLOR: YESRWMD BROWN WITH RETARDANT D Nan J_, 9AptLi:9 G FINISH: FINISH BY'OPTIMJS' OR APPROVED D' HIGH. LHAINLINK FENCE/ SATE pnrnll J_, SAntL'33. EOUPL, ETCH DOGE W. OPIT+NS MICRO SAND (R CONTACT: MIKE DAVIS W INNOVATIVE 30' HIGH, LHAINLINK FENCE / DATE D Ti I SAnt L -]D CONCRETE PP T, (949) 498 -IOTT 6' H164INS HERMIT a II E/ ) 6' HIGH. LHAINLINK FENCE/ GATE FINAL COLOR TO M SELECTED BY THE CITY Detall 2 ,Bust 43 ® 8'O' HI6X. PILASTER ILISHT AST O14' OCOISH FINISH: FINISHHBBY �MUSI' OR APPSAVED FCR R Tel AND AMROVAL PROR TO CONSTRUCTION DECOMPOSED, ERANITE PATH OeNnll I SAntj=2A BACK. AVAILABLE FROM EOLLARD ISCl ETCH CODE NO OPIT JS MICRO SAND 1 WICK -CRETE PRODUCT CONTACT. MIKE DAVIS W INNOVATIVE Damn 5 E1 l4 CONCRETE FPOPILT, (94N 498 -1071 NOT 15® FINAL COLOR TO EE SELECTED ® BY THE CITY © BID ALTERNATE ITEM IDI PA I o/ OA CONSTRUCT: DETAIL I OWIND TURBINE (NOT A PART OF THE OEXPANSION JOINT SPERMIT -DIY NT. 4 PER ARCHITECTS PLANS ®laUl APPIT 4 PEDESTRIAN PER ELECTRICAL liPN5 CO RROL JOINT LISHTIN6-Dml T.a9 Demll B ,Dnet42O ®9OFlBALL FIELD R - Dm ILT:0 D 'A' SEE SHRT L5A -10.1 * I03 PAYE PARKINS LOT OCONCRETE ® DOGPARC- Dm ALT.DM SEE SHEET LEA- 9.14 1 MONCMD =ALLa4D SEE SHEET LBA -93 * 99 ® III PARK - 5E ACTION SPORT PILASTER a BALLFIBD Demll I , III I. ]b DESON PLANS CONCRETE STARS AND CHEEK ED)ALLOM SEE III LEA -0.I WALL / HANDRAIL Dm KLDM EST: S ILEA -83 REULAR STEEL SATE W PILASTER Bm ALLaBO SEE SHEET LEA -8B ® PLAYGROUND -11106 Demll I . SwetL-21s ® PARKINS LOT B. L, D * E PER CAL ENS RANG DOLBLE SAYS AC PAVINS - BID ALT} I ® IDI PA I o/ OA FLATWORK SCHEDULE &. WALL Detall 5 eleetLi i CONhWBEI DETAIL FaL7ffiY.! OEXPANSION JOINT Demll I , III L9J © Dow JOINT OP411 I , III L ® CO RROL JOINT D&UMI I ,Swat L•]l © CONCRETE PAVANS Detall 3 4 4, al LbJ OGRASS PAYE Dowel 4 , SAetL1:1i OCONCRETE BAND Dunn e , III L =v Al MONCMD Oebll E , Swat L lJ ® INTERLOCKINS PAVER DOtPII 6 ,IIIt 2J OM PILASTER a BALLFIBD Demll I , III I. ]b ® CONCRETE STARS AND CHEEK Debll 2 , a 43! KELLY MCKEOWN O (019) WALL / HANDRAIL NI REULAR STEEL SATE W PILASTER Dem11 I , SAetL-]M ®MULwIIM PERMIT * II-I]46 ) LOOK POLE PENCE t SATE OeWll B , Swat LOb PER ARLMITECT5 PLANS SINGLE SATE DebII I SAnt L -23 DOLBLE SAYS O Wll 2 SAatk ® LOW WALL a PARK III MOMJM19NT D Nan J_, 9AptLi:9 ® SIMULATED El 6 VEKT® SWALE D Ci 2 _M1eet� -t.12 ® D' HIGH. LHAINLINK FENCE/ SATE pnrnll J_, SAntL'33. (EJILDIND PERMIT * II -1246 ) ® 30' HIGH, LHAINLINK FENCE / DATE D Ti I SAnt L -]D 6' H164INS HERMIT a II E/ ) 6' HIGH. LHAINLINK FENCE/ GATE Oeml1 J_, Dwx4?i CONCRETE SEATYWLL Detall 2 ,Bust 43 ® 8'O' HI6X. PILASTER Detall I , Swe".10 O14' CORTEX STEEL COS PRINTS EMBED IN CONCRETE SUBMIT SAMFI-ES (� FCR R Tel AND AMROVAL PROR TO CONSTRUCTION DECOMPOSED, ERANITE PATH OeNnll I SAntj=2A BACK. AVAILABLE FROM EOLLARD CoUSH 4 SA6t43JO WICK -CRETE PRODUCT RACK a V -DITCH Damn 5 E1 l4 ® NOT 15® ® PERIMBTLR MALL Damp, 51wetL -210 Oebll BAat A3D RANTER WALL /SEAT D Xnl 2 111 Li O]RWALB4B WITHOUT VEEETATED SHALES AND Demll 3 . SAet4" BALK, AVAILABLE FROM IXOwlet WHINE OUICKGREIE FPOGULT INSTALL 4'4" HISE CMJ BLOCK Damp 4 , 111 I Ri, HALL W T9 PENCE CODON211 �, Swat © BALLFIELD SCHEDULE AND RECOMMENDATION, CON51al DETAIL RL'PBRENCD/ MODEL lLT1EER. OPTCHINS MOUND DPW I ,SwatL OBACKSTOP W BACKBOARD DOW SAetf�' T OINFIELD ( EUILDIIK PERMIT n 11-1246) MIX - STABILIZED PRO 50.0 RBSR TO SPECS. OBACKSTOP LETTING Oemn I . Slwat Lbl O ELEACXER W WARDRAIL PURI AND INSTALL MODEL NO TM-K13014, AVALABLE FROM TCMPRK SPORTING. INSTALL PER PbCCTTR(6al MAWPAGTLRER5 SPECIFICATIONS. ODUOCVT SEALER: MATTE PAW I ,Swet42A OBASE AND HOME PLATE De411 2 SAetL 216 ® BACKBOARD a BICKSTGP Debn I . SAat L -3e OSGORcR5 TABLE Damn 3 SAet424 ® 5INSU4 PICNIC TABLE t PAD Detall 5 eleetLi i ® 6ROP PICNIC TABLE $ PAD Detall 4 sn"t".IB OCONCRETE EtTILX t PAD VoluSH 1 sH"t"Js ® AcceS VIBLE LONG. SEMI 0 PAD Detall 3 , SAetL4Jo OTRASH / RECYCLE MDDELU BLURB- SGfi@1. PER ARCHITECT'S PANE RECBPruLE SKIN PATTERN : VERTICAL 6RILt <, COLOR. BAS SPLEEN, TEXTURE. PEAL b013, AVAILPnLB FROM FORMS AMC SMFA4E5: CONTACT: KELLY MCKEOWN O (019) 991 -ID39 OPEDESTPL ORINKINS FOUNTAIN Detall 0 9"t} D OWALL MOUNTED) DRINKINS PER ARLMITECT5 PLANS FOUNTAIN s RESTPl om ® BIKE R W CONCRETE PAD MOOED! p- CIRp -BR BIKE R K WITH EILPCK514COTM SPA, AVAILABLE FROM OIICKCRETE WROwCT CORP. INSTALL PER THE O SRFKT MANI SPECS. AND RECOMMENVATIO, O14' YL X D9' L BENCH W BPCK MODEL 0I1 WITH BACK. AVAILABLE FROM WICK -CRETE PRODUCT LORD. INBTPLL PER THE CURRENT MANIF. SPECS. AND RECOMMENDATION, ® 24' W X B4' L. SENCH WITHOUT BACK O]RWALB4B WITHOUT BALK, AVAILABLE FROM OUICKGREIE FPOGULT CORP. INSTALL PER THE CURRENT MANI 5PEC5. AND RECOMMENDATION, YII Bill MIT AT dH CAP MODEL* (g44HP-BI8 PICNIC PAD ® BB3 UNIT AT SINSLE MOOR* A- 3O@ -53 PICNIC PAD ®I PICNIC TABLE MODEL* ARC FA$E, OARC84FT -AOA, COLOL PbCCTTR(6al TEXTURE. T -T ([CID ETUU. SEALER: MATTE ® MAILBOX 45 TOTAU ARMADILLO MAILBOX WITH FRONT DOOR, AND REFERENCES ODSCRIFTION BY OASPHALT PAVING PER OIVILS PLANS QCOGRBYS U.RB PIR CIVICS PLANS ® CON4RETE C^D / ENTTER PER 0IVIL5 PLANE ® CONCRETE STRIPE F LIVIL5 PLANE OCURB RAMP F LIVIL5 FLANS © FULL BOX - FOR FLIRTS ATM.ETIC FULL AND All REFER TO OPEPESTLAN FIEID LI6NTINS IF APPROVED LI6MINS ELECTRICAL PLAN* PER ICAL IRE � LRAAN$.. PARKINS LI6HTN4 FBI ELS ILAL PLLANE Cebll B ,S,Xvl� OEXI5TN8 WALL a VON PLAZA PIPED VERITY LOCATION (P.I.P) TRASH LTOLOSMBW ROOF FEW ARCHIYSLTS PLANE PERMIT NO. 10-414) PLANTER W PER ARCHITECT PLANS SYMWL VE6ETATFD SWALES GOISTIaKTION P9t LIVIL5PLANE 14' PEDESTRIPN LIGHT FIXTRE CONCESSION STAID / REST m PER ARCHITECTS PLANS D® IPEFUNT N,X l a0 ® R61RMM YE041T No. 10-912) PER ARCHITECTS, PLANS LIGHT FIXTURE LEGEND <* TRASH ENCLLBJRe W RooF PER ARCHITECT'S PANE SYMWL DESCwPnoN 00 14' PEDESTRIPN LIGHT FIXTRE pO 14' PEDESTRIAN LI6Hi MIXTURE - BID ALT. 0 2 D® I8' PARKINS LISA - Ill FIXTURE a0 20' PARKINS LIGHT - SINSLE FIXTURE 060 20' PARKINS LIGHT -0. MIXTURE PAVER FINISH SCHEDULE DEBCWmON. ©PRECAST CONCRETE PAVERS " Well TENT PAVER INNU , NO VISIRE A56RESATE SHAPE: TUMBLE CASTLE CLEELE I AND II coLOR. MIXED, BLe+DED CREAM /TERRA corrA/ *ROWS Mlx® FINISH: 2.90' X SAO, 5.90" X 5.90', AND D.90" X 5.90', 6.90' X PROM OM PATTERN AR F YW: ASHLAR It VAILABLE SME L-9 BLOCK CO„ INC. REFER TO OEi. 6 / 5M. L -] I ' 5EE SHEET L -1.0 FOR CONSTRUCTION LEGEND AND NOTES - --- ►:T-- - Tim --- - - - - - - SCALE: 1" =20' 20 10 0 NORTH %Z1 =!1] PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIMUKIIY h4 ucFh 57597anMno Cano,CA kit y + San Juan CBplEtmno,CA92675 DESIGN I Iv� 8 a n [949] 4JMdeElgngroup.LTm GROUP mA T [949149 &2698 fax TWO WORKING DAYS SIGN DATE 9AP P LtFp�' [949148 &2fip8 Phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 EKED BY: DRAWN sBYF !CHECKED c Y: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' Amm ENCINITAS COMMUNITY PARK ��� 10630 -G A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.13 SHEET 63 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA !PERMIT No. 10 -4TS) © V -DITCH FB'i LIVIL5FLAN5 t> RETAINING WA.L F ARCHITECTS PLANE [PERMIT No. to -975) PLC / AS PER LIVIL5 PANS ® C Tff V -WTTER PER CIVICS PLANS PAVER FINISH SCHEDULE DEBCWmON. ©PRECAST CONCRETE PAVERS " Well TENT PAVER INNU , NO VISIRE A56RESATE SHAPE: TUMBLE CASTLE CLEELE I AND II coLOR. MIXED, BLe+DED CREAM /TERRA corrA/ *ROWS Mlx® FINISH: 2.90' X SAO, 5.90" X 5.90', AND D.90" X 5.90', 6.90' X PROM OM PATTERN AR F YW: ASHLAR It VAILABLE SME L-9 BLOCK CO„ INC. REFER TO OEi. 6 / 5M. L -] I ' 5EE SHEET L -1.0 FOR CONSTRUCTION LEGEND AND NOTES - --- ►:T-- - Tim --- - - - - - - SCALE: 1" =20' 20 10 0 NORTH %Z1 =!1] PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIMUKIIY h4 ucFh 57597anMno Cano,CA kit y + San Juan CBplEtmno,CA92675 DESIGN I Iv� 8 a n [949] 4JMdeElgngroup.LTm GROUP mA T [949149 &2698 fax TWO WORKING DAYS SIGN DATE 9AP P LtFp�' [949148 &2fip8 Phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 EKED BY: DRAWN sBYF !CHECKED c Y: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' Amm ENCINITAS COMMUNITY PARK ��� 10630 -G A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.13 SHEET 63 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a o < 0 �n �F b r A M �m 0 a my N n 9< IQ i� i z� o a m m n TAI SITE FURNISHING SCHEDULE ISM - SINS ISM - SINSL OM- 14' PEODS N LISHT IT 1 OA FLATWORK SCHEDULE & WALL N LICHT FIX - BID T. v t 4�e.J OLNBTRUDT� DETNL R@ERENGE C0163T6GT. DBTNL I�B1.G OEXPANSION JOINT W� DATE 3 OCOLD JOINT D 51NSLE PHONIC TABLE 6 PAD DeNll 5 ThantL-at$ ® CONTROL "bwT "Wll I Shoot:;: I EC DREPARED UNDER SUPERVISION OF ` DATE ..R9I2 A. NO.: 2502 P. AN LL.A. EXP.: 09/30/13 © CONCRETE PAVIN9 WIl 294,5bnt 42l x OiPG.P PICNIC TABLE t FAD peWll 4 _.91wetLJ.' Q U OeWll ♦ ,SbetL9.l3 OF PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIA > CONCRETE BAIO DOW 5 SMet 1il F ' CONCRETE EENLN a PAD DeWll I SwetLOJB a o < 0 �n �F b r A M �m 0 a my N n 9< IQ i� i z� o a m m n TAI T l../ A L L : TWO WORKING DAY5 BEFORE YOU DIG CHANGE NO.1 DESCRIPTION FOR MAINTENANCE EW CARETTA W Y 1 SAN ELIJO JOINT POWERS APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 A 31591 Camino Capistrano a % y San Juan Capisheno, CA92fiT5 amp C [94914JMAeWhuxoup.mm R M P e [949[493 -2690 fax t [949[493-]600 Phone SPECIAL DISTRICT APPROVAL F DI 1 — — — ow — V I I1q \ A \ 8 I A3 \ ` a J �m \�rr- \ \ \ \\ 0Lf\\S!4k' i SITE FURNISHING SCHEDULE ISM - SINS ISM - SINSL OM- 14' PEODS N LISHT IT ME OA FLATWORK SCHEDULE & WALL N LICHT FIX - BID T. v t 4�e.J OLNBTRUDT� DETNL R@ERENGE C0163T6GT. DBTNL I�B1.G OEXPANSION JOINT DeNll =ot DATE 3 OCOLD JOINT D 51NSLE PHONIC TABLE 6 PAD DeNll 5 ThantL-at$ ® CONTROL "bwT "Wll I Shoot:;: I EC DREPARED UNDER SUPERVISION OF ` DATE ..R9I2 A. NO.: 2502 P. AN LL.A. EXP.: 09/30/13 © CONCRETE PAVIN9 WIl 294,5bnt 42l ® OiPG.P PICNIC TABLE t FAD peWll 4 _.91wetLJ.' Q OR/55 PAVE OeWll ♦ ,SbetL9.l3 OF PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIA > CONCRETE BAIO DOW 5 SMet 1il ® CONCRETE EENLN a PAD DeWll I SwetLOJB ® NTER IIN9 PAVER DOWN 6 ,Shat L3J OM ® AGGE161I LONG. BENCH a PAD DOW 2 \ ® CONCRETE STAIRS AND CHEEK Down 2 , Shat)• -]S I WALL / HANDRAIL OTRASH / RECYCLE MOPII SVURS- %RUC, TUBULAR STEEL SATE W/ PILASTER 08W11 I ShontLM4 ®(BUILDINO PERMIT v II -1245 ) LOOSE POLE FENCE ! SATE Debll 9 Swat LUI SINSLE &ATE RECEPTACLE SKIN PATTERN : VERTICAL V DOI SATE OFWll 2 Shoot ".2 ®� LOW HALL 6 PARK ENTRY MONIMENT vaWll I Shoat 429 OOE `%i SIMULATED &21DSE a VC-SEIED SWALE CAW 2 SI1212 H HI$L. OHAINLINK FENCE / GATE OFWll I Shoat , -4D \ ® (BUILDING PERMIT 0 II -1246 ) 20' NIGH. GHAINLINK FENCE/ BATE PeW11 I SNeet"5 ) \ EVE 6R EE11, T RE. b' HIBH. CHAINLINK FENCE/ BATE VFW I , Shoat L43 O \ CONCRETE SEATHeLL Dnicll 2 111 L -26 AIL AVAILABLE E b'O' 4I6N. PILASTER Dowd I SWML_Z \ FRIO12 PROM FORMA B,RINES6 MST. GCRTEN STEEL DOG PRINTS EKED IN FF R�AHD A IM PATH PRIOR TO SfWLIEPATH CONCRETE. BUSNUT SAMFLES CONSTRICTION peW11 2 .BiwtL,33 SOFTBALL FIELD - LARD DeW11 4 ,Shoat"" \ KELLY ML=W 6 ( v � BASE BID SEE SHEET Detail a shoetl4 L -6.14 NOT MI -1649 RI rER Down .B-''- IN , \ \ \\ ^ 1M NTER WALL SEATYNLL "WTI 2 Shoatl. Yq BID ALT. # 3, SEE SHEET LBA -10.1 & 10.2 Dunn 2 ,swetlJlJ& ®FERRI PRI KINBFO><,TAIN peWll B .S6eetL9D T 4' .GMT FOLK DOWN 4 S otl.C'jdQ O WALL FlOUNTED DRINKINS PER ARCHITECTS PLAN5 1 11 FOUNTAIN 6 RESTROOM REFERENCES © DID ALTERNATE ITEM ® BIKE RACK CONCRETE PAD MODELV O- CRO-BR BIKE BY. DE9CRIRIDN GON9IRUCT� DETNL R99:RENCE RACK WITH &"ALKSMOOTH BAR AVAILABLE FROM O ASgtpLT PAVINS PER GMLS PLANS O Wlm TURBINE NOT A PART OF THE Ou",CRETE PRODUCT W ILRIN6 IIT) MR - M N.T.6T PER ARCHITECTS PLANS CORP. IHSTPLL PER THE CURRENT MAN,P. 5PEG5. <* CONCRETE GLRB PER GMLS PLANS ® ADDITIONAL PEDESTRIAN PER ELECTRICAL PLAN N.T. B ,Swot L- l3 O 24' W. % 84' L. EEIILM BACK AND REOOMHEImATION OIROYAEA4S WITH CONCRETE cLAB / &vnea PER clvo.5 PLANS ® SOFT ALL FIELD - FARKIN U. OT A a - OD NUT. • e PARKINS LOT A' see sI�T LBA -IO.1 . 102 SEE W F BALK AVAI LAB LE FROM BACK, V^ILALE - CRETE T ® CONCRETE! 6TRIP3 PER GIVIL5 PLANE, ® DO&PARK .. SEE SET LBA9.14 92 CORD INSTALL PER THE M LT.0 SEE SHEET LBA93 a 93 AND RE MANLF, SFEGS. AND REGOMMEIIDATION, 5 CLRB RAMP PER GIVIL5 PLANS ® SKATE PARK - SEE ACTION 5 RT L BOX - FOR NNRE ATHLETIC PULL AND WIRING REFER TO LA, PLANS ®© 24- N. %M -L. BBILX WITHOUT BACK ALEAB FIE IFAPROVEp FIELD ELECTRICAL M1AN9 OD ILT.8M dD N.T. SEE SIFT LEA -6.1 SEE SEE SXHET LBA -93 BACA. O Ll PEDESTRIAN LISXTINS PER PLANS a INS SD ALT. 60( SEE 51E£i LEA, - &3 COLKERETE WICKAVAILARODUCTM DeWll �, Blwtl22 CORP. INSTALL PEA THE FOR THE CURRENT PARKINS LISMINS PERF1£t1RI, Sh PLANS Detoll B ThwtL9J3 PLAY6RGlND - em ALT. 66 Detail I ThwtL/lH AND RECOMI4IDATIOµ , ® , DII BBO UNIT AT 6PLUP M.F^ ELV O}3460 -BIb OCtlSTINS W/.LL 6 VON PLAZA FIELD VETRPY LOCATION (P.1 P) PILNIL PAD <* TRASH ENLLOYTg W POUF PER ARLXITEtT'S BANS ® PARKINS LOT B, L, D 9 E PER CIVIL BIB. PLANS ® ESO UNIT AT SINdI Mq^ B-v A-20/5-82 (PERMIT R7. IP9T4) A4 PAVINS - SD ILT.61 PICNIC PAD II PLANRR HALL PER ARCHITECT PLANS ® PHONIC TABLE MGDELV ARC TABLE, ® VE6ETg1ED SWAGES G TRULTION PER GIVIL5 PLANS PAAL94Pi ApA LLLOR. Pb ER ( E ) ® CONCESSION STAND / R6 RCG ST PER AR XI E T'S NS TE%TLRE. T T TALID eTG1_ 1f. IV Ib, I0T1) SEALE MATTE _ ® RES M IPEFMIT Ib, IpgTJ) PER ARLXITEGT'S FLANS MAILBOX M TOTAU ARMADILLO MAILBOX WITR FRONT DOOR AND TRAM ENCLOSURE W ROOF PER ARCHITECT'S PLANE, &ROUND Posr. wloR (PERMIT NO. 10-ns) GREEN, AVAILABLE FROM MAILBOX © V -DITLM PER GIVIL5 PLANS SALES SALES AND DISTRIBUTION '<1�> ININS WALL PER ARWI7EGi'9 PLANS MR IFEMIT Ne. IO -914) FOG/ AS PER GIVIL5 PLANS ® CONCRETE V- SVT1Hi PER GIVIL5 PLANS 3 03 A T l../ A L L : TWO WORKING DAY5 BEFORE YOU DIG CHANGE NO.1 DESCRIPTION FOR MAINTENANCE EW CARETTA W Y 1 SAN ELIJO JOINT POWERS APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 A 31591 Camino Capistrano a % y San Juan Capisheno, CA92fiT5 amp C [94914JMAeWhuxoup.mm R M P e [949[493 -2690 fax t [949[493-]600 Phone SPECIAL DISTRICT APPROVAL F DI 1 — — — ow — V I I1q \ A \ 8 I A3 \ ` a J �m \�rr- \ \ \ \\ 0Lf\\S!4k' i PARKING LOT'A' - \ \\ BASE BID, SEE SHEET L -6.14 BID ALT. # 3, SEE SHEET LBA -10.1 & 10.2 A w II1I Al" \I,\ MATCHLINE SEE SHEET L -1. LOLDR: SPANISH ISF[EY SOLD FTIM5 RETARDANT A FINISH: FINISH BY'OPTIMS'OR APPROVED CONTACT, � E NO: OPITMl5 MILFO SAIID (051 CONCRETE MI KE DAVITS 9) INNOVATIVE CONCRETE FRTO EE ELL TED -"TOT FINAL COLOR TO BE SELECTED BY THE Llx. OCOLOR. DARK MU-NR' STAIN APPLIED TO FINISH: SPANISH BOLD CGNG, SEE AEOVE� OR AFRROVED E(LAL GONI" SHALL SAWLUr SCORE LINE AND APPLY STAIN TO PARKINS STALL 51M OF 51DBWLK ETCH CODE W. OPITMN MICRO SAND (OS) CONTACT. MIKE DAVIS W/ INNOVATIVE CONCRETE PRODUCT, (949) 496 -1011 FINAL COLOR TO BE SELECTED BY THE Llx E• VE�COLOR. FIWSX. FINISH • WTI RETAFDAxr IMS ORAPPROVED SD AL. ETCH CODE NO: OPITNS MICRO SAND CONTACT: MIKE DAVIS W/ INNOVATIVE CONCRETE PRODUCT. (9MU "BLIC 1 FINAL COLOR TO W SELECTED E V THE CITY — v 1 II 1 D \ \I \ I \[I I NORTH SCALE: 1- =20' 20 10 0 20 40 RH:HT / NA / THEY GESCRI ON ISM - SINS ISM - SINSL OM- 14' PEODS N LISHT IT ME OA FLATWORK SCHEDULE & WALL N LICHT FIX - BID T. v t 4�e.J OLNBTRUDT� DETNL R@ERENGE SIGN DATE OEXPANSION JOINT DeNll =ot DATE I BY, OCOLD JOINT DOWN I ,5Met"l �TTI CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ® CONTROL "bwT "Wll I Shoot:;: I EC DREPARED UNDER SUPERVISION OF ` DATE ..R9I2 A. NO.: 2502 P. AN LL.A. EXP.: 09/30/13 © CONCRETE PAVIN9 WIl 294,5bnt 42l ENCINITAS COMMUNITY PARK CONSTRUCTION PLAN L -1,14 10630 -13 O OR/55 PAVE OeWll ♦ ,SbetL9.l3 OF PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIA ® CONCRETE BAIO DOW 5 SMet 1il M MCHCURB Down ! ,Swat LCj ® NTER IIN9 PAVER DOWN 6 ,Shat L3J OM PILASTER 6 BAL imp DOWN I SFeety j• A \ ® CONCRETE STAIRS AND CHEEK Down 2 , Shat)• -]S I WALL / HANDRAIL N TUBULAR STEEL SATE W/ PILASTER 08W11 I ShontLM4 ®(BUILDINO PERMIT v II -1245 ) LOOSE POLE FENCE ! SATE Debll 9 Swat LUI SINSLE &ATE "Ral I , Shoat L43 V DOI SATE OFWll 2 Shoot ".2 ®� LOW HALL 6 PARK ENTRY MONIMENT vaWll I Shoat 429 yVq SIMULATED &21DSE a VC-SEIED SWALE CAW 2 SI1212 H HI$L. OHAINLINK FENCE / GATE OFWll I Shoat , -4D \ ® (BUILDING PERMIT 0 II -1246 ) 20' NIGH. GHAINLINK FENCE/ BATE PeW11 I SNeet"5 N \ (WILDIN$ PERMIT O 11 -1246 ) b' HIBH. CHAINLINK FENCE/ BATE VFW I , Shoat L43 O \ CONCRETE SEATHeLL Dnicll 2 111 L -26 b'O' 4I6N. PILASTER Dowd I SWML_Z \ \ \ \ \ GCRTEN STEEL DOG PRINTS EKED IN FF R�AHD A IM PATH PRIOR TO SfWLIEPATH CONCRETE. BUSNUT SAMFLES CONSTRICTION peW11 2 .BiwtL,33 \ \ LARD DeW11 4 ,Shoat"" \ RACKO V -DITCH Detail a shoetl4 NOT \\ \ RI rER Down .B-''- IN \ \ \\ ^ 1M NTER WALL SEATYNLL "WTI 2 Shoatl. Yq SAID Dunn 2 ,swetlJlJ& T 4' .GMT FOLK DOWN 4 S otl.C'jdQ TlI5s Debi T, Shoet-CSl PARKING LOT'A' - \ \\ BASE BID, SEE SHEET L -6.14 BID ALT. # 3, SEE SHEET LBA -10.1 & 10.2 A w II1I Al" \I,\ MATCHLINE SEE SHEET L -1. LOLDR: SPANISH ISF[EY SOLD FTIM5 RETARDANT A FINISH: FINISH BY'OPTIMS'OR APPROVED CONTACT, � E NO: OPITMl5 MILFO SAIID (051 CONCRETE MI KE DAVITS 9) INNOVATIVE CONCRETE FRTO EE ELL TED -"TOT FINAL COLOR TO BE SELECTED BY THE Llx. OCOLOR. DARK MU-NR' STAIN APPLIED TO FINISH: SPANISH BOLD CGNG, SEE AEOVE� OR AFRROVED E(LAL GONI" SHALL SAWLUr SCORE LINE AND APPLY STAIN TO PARKINS STALL 51M OF 51DBWLK ETCH CODE W. OPITMN MICRO SAND (OS) CONTACT. MIKE DAVIS W/ INNOVATIVE CONCRETE PRODUCT, (949) 496 -1011 FINAL COLOR TO BE SELECTED BY THE Llx E• VE�COLOR. FIWSX. FINISH • WTI RETAFDAxr IMS ORAPPROVED SD AL. ETCH CODE NO: OPITNS MICRO SAND CONTACT: MIKE DAVIS W/ INNOVATIVE CONCRETE PRODUCT. (9MU "BLIC 1 FINAL COLOR TO W SELECTED E V THE CITY — v 1 II 1 D \ \I \ I \[I I NORTH SCALE: 1- =20' 20 10 0 20 40 RH:HT / NA / THEY GESCRI ON ISM - SINS ISM - SINSL OM- 14' PEODS N LISHT IT ME 100 14' PEDE5TRI N LICHT FIX - BID T. v t 4�e.J SIGN DATE SIGN DATE DIREVTO OF ENGINEERING DATE SIGN DATE I BY, 1 DRAWN BY CHECKED BY PUBLIC WORKS PLANNING AND BUILDING ENGINEERING I ENCINITAS FIRE DEPARTMENT I I& PARKINS 20' PARKINS 20'PARKIN& ISM - SINS ISM - SINSL OM- FIXTLRE FIXTURE FIXTLRE \ 1 PUBLIC WORKS PLANNING AND BUILDING ENGINEERING I ENCINITAS FIRE DEPARTMENT I t 4�e.J SIGN DATE SIGN DATE DIREVTO OF ENGINEERING DATE SIGN DATE I BY, 1 DRAWN BY CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFF I EC DREPARED UNDER SUPERVISION OF ` DATE ..R9I2 A. NO.: 2502 P. AN LL.A. EXP.: 09/30/13 RECD DED APP _ DATE DATE ENCINITAS COMMUNITY PARK CONSTRUCTION PLAN L -1,14 10630 -13 SHEET 640F 20 PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIA MATCHLINE SEE SHEET L -1.14 `+ SITE FURNISHING SCHEDULE ®FLATWORK SCHEDULE &. WALL \ a t GONBTNJGTT DETAIL RE199tBIDC C TI•WT DETAIL I�BfBICi sINSLE PICNIC TABLE t PAD Detail 9 .'JieetL9.10 AI E%PN191LN bIM PolaII J_ 6Hee! L/3.1 D ALTERNATE ITEM O J_ , Bteet L -i.1 eROF PICNIC TABLE a PAD Potan �_. BteetL'].IB COLD JOINT Po mll . �] \ L O EPi CONCRETE BENUI t PAID Deal�_yet4 -j, i O LLNMOL WINT D4ROH I , Set 4].I G2 ND MlpaE A PPRT THE O ACMEe 8LE LONL. MI 4 PAD Detall �, 9teet{� -.I� IL TICS PERMIT) AN T PE ARCM T5 CGNCMEre PAVINS Detall jiZ, sheet LO.I . \...\ TWHIND I1.. 'AN D 11 ELELTRI. al O TRASH /RECYCLE MOCELX SLURB_96R91, O CONCRETE PAVE Detall • ,ytcetL 2.1 \ e D A \ A A4 \ \ RELEPfALLE XIN PATTERN. VL'2TILAL O �.\ FIELD 4 -•Ip .•O SHEET MIO.ItI] &RILI-kORK, COLOR. ~ LLNLREIE BAI° Down 5 ,SNeet 4].1 D INS LOT 'A EyERBRmy rExNRE: Al MOWCI.RB Oelall < SHXe! Ld.l 6 D f •.. ` PARK FROX6013. AVAILABLE FAIL PA ALT.• $IeEi AIt9 FROM F0IAt5AND ® INRRLOLKINS PAV Pown b ,sK"t J_I W M.T • SHEET A3 i 9 OURPALES CONTACT / PARK ACTION 141- 11MLKEOYN • (619) OM PILASTER • BPLLFIELD Polall eJiwtLbb M916N PLA ® HALL / HA STAIRS AND CIEK Detall j —, SNeelL9P MD T.sM `EE SHEE! A -0.1 HALL /NAISRAIL \ OD ALT. • 5FE SHIRT - 85 O PEDESTAL BRINKINS F00i Down 'L, st,"t j'1 O !C KT. b See 9XEET - D9 All TUBULAR STEEL DATE w/ PIL451ER Polall °..FeetL�3.14 pi WALL MOU = DRINKINS PER ARCHITECTS PLANS (BNLDNS PERMIT x II -1346 J O LODBE PoLE FENCE t BALE Detall 9 9teetJl -* � i ILO • Detall , %les! FCUXigm • R6moa -I PA ` f \ BIKE RACK w/ CONLFETE PAO I.ppELX OGIRO -BR BIKE ® SlIkel BATE Potall I yteetL93 w A Al I I ® RACK WITH a '' I ® D t PER LI ENS. PLANS 6LkK5MWTH SAR. OGLE DATE Potall ] 5teetL93 G I I T I AVAILABLE FROM ® LOIN HALL 6 PARK ENTRY MONUMENT Metall I sK"tl: Z7 ' n tlUICK-LRETE PRODUCT CORP MR T4E CURRENTSMAMF 5PE 5 SIMAATED BRIDSE• VESETEDS E Nnall ] ynetLOA3 y / PA \ AND RECOMMENDATION D' HIDH. CHAINLINK PENCE/ DATE PobII I SNeet L-]1 w 1 I / \ GM 24' K X DY L. BENLX W BPLK MODEL OIROYAL645 HITH 2O,I COSH. PERMIT INK FENCE/ DATE Pobll si L,4L9 1 V A 0 3 CORRp INSTALL MR � LH ® ( LD HAINLINK FENCE / SATE Potall I , 5teetlN3 PARKING LOT A - BID ALT. # 3 CMRENTMANIF 6PE 5 D`1 I x SEE SHEET LBA -10.1 & 10.2 AND RELOMENVATION ,� CONCRETE SEArKALL Detall 2 5v4tL O ® 6b' HIGH. PILASRR PPNIII I 9M`t4c3dQ 34' YL x DAL' L. BENLX WITWNT BACK oha 0 S,HS AITW.MUT {/yam ATA AVAILAELE FROM v FOR REVIEW AND APPROVAL TO LOMMUCTIONMIT SAMPLES D5 \ CORP INSTALL PER THE \ \ ` ❑ \ \ \ 2 D D6RPNNE PATH Deall ] Steet�20 CURRENT M DS. AND ENDATI BULARE, PotaUl 4 ,fa- tee1L]JD PI IC WIT A GROUP MODEL# 03-2 E0 -1316 RACK b V -DIKN Potall B %"tL \ \\ \ \ MIT AT 51i HOPI A- 205 -152 `C%/ N7T VSED PI NIO PAP \• \ ® PERIMETER WALL PoN1l ] SNeetW A A4 PI NIL TABLE MODELY1 TABLE, A \ \ PA / / p��4 ERn(BG LoR ^� PLANTER wnu / seATwAU PomII ] B,aat L¢• \ TEXTURE: T- r(ACID STOP, AN VEGETATED SHALES AND Pohl' —yie L," A2. \ \\ / SEALER: MATTE VV BWIDER SLIH.VULE TW \ \ \ FRONT \ ® M Ii TOTAU ARMADILW MAIL�x INSTPLL 9- O'XIGX.GW BLOCK Potall • ,ENeetLbJb O TYP. AI \\ \ \ \ A A"I ' r PA \ "ll EEN,AVOAIIIAIll FROM ® Pom1l —�—: Sl 51 ARMPDILLO MAILEOx 1 REST WALL W T5 FtTiLE Detall yieee G2 SALES AND 01 IMMOTION PAVER FINISH SCHEDULE CENTTRIINE LL PER TTE \ \ \ It \ \\ \ CURRENT PCNFER5 SPECS, MDC4aPTIONt T6: 10M)1220221 © PRECAST CONCRETE PAVERS" DENSE TIBHT PAVER S'JRFPLE. NO VISIBLE IG LEGEND A4,001ol E ESLRIPTION SMAPE: TUMBLE CASTLE COSECS I AND II w LOLCR: TUMM -E BLE16® CLAM / TERRA COTTA /BROWN TRIAN LISHT F10MRE MIxED \ PA FINISH. 2.90' x 590', S 90' x 1.90', AND SAO' X SAO, ❑ \ w 1 IRIAN U T P%TURE - BID xr. x 3 N ANNAAO• p� A \ p® PARKINS LI SINELE FI TLRE PATTERN. ASHLAR gVAILAELE FROM! PNBELVS BLOCK CO., IXL. ftKI" Li - SINGLE F1xTURE REFER To PET 6 / SHr L -2.1 — _ t A A4 RKI LISNT - POLDLE FIXNRE / / HOROSCOPE FINISH SCHEDULE / REFERENCES / \ ',•'�; \\ / -I A4 IL TYP \ \ ❑A COLOR: �SH In' OPTIMUS ORAPFROVV® FINISH: Al ll CODE NO, OPIT MICRO SAND (051 I ASPIW.T PAVINS FER LIVIL5 PLAINS ` A I — 8 \ CONCRETE MIKE DAVIS TM NINNDVATVE \ I \ Fli COLOLORR TO ee S SELECTED BYYTTHE CITY. O D O O L ) a I \ \ \ ❑ COLOR. DARK WALNUT STAIN APPLIED TO CONCRETE LMB PER LIVIL5 MANS A•1' I r:• \ \ B FINISH: SPANISH GOLD cd1f, 9Qe AN' Ve� ✓ \ \ OR APFROVm EWAL CONIRALT SHALL 0 I Y. _ _` \ I I EPTRKINS, evAULS✓ OF SicR�/a LSwro (05) COM LCNLRETE LNB / EVryER PER LIVIL5 PLANS _ SAWCVT SCORE LINE AND APPLY 5TAIN TO 4> CONCRETE STRPS PER LIVIL5 PLAINS AI r I / I . �. A LOMALT. MIKEDAVISW INNOVATIVE FINAL COL R TOLGT. (949) TED -TOT FINAL COLOR TO BE SELECTED BY THE CITY PJ CURB RAMP PER CIVICS PLALS T \ gpTBFGYPi -� A v \ \ �- © L ti sH er 1w5 w A /.ROAM Puu eox - FOR wNTee ATILETIL wu AND w1RINB REFER — 62 1 I 5 \\ CON .ETCH cone V1 A/ Ill SAM R ©p _ I \ \ = LOMRere PRawcT, 0+400 440 -Ton FIELD LIBMINS IF APPROJED ELELTRILAL MAM y� _ - Fli CONTACT: MIKE DAMS w/ INNWATIVE D9 ` _ — PLAN \ \ \ FIWA COLOR TO BE SELECTED O FEGESTRIPN LIGHTING Detail ELECTRICAL BANS _ \ ar THE clx DeWn S SMeI �'� _— a I I COLOR. NANRAL GREy wNHRIGHT sAND&.ASr PARKINS LIGHTINS PER ELEOTRICAL PLANS \ —{]A _ — / / / I \ - -_ ❑° mnlsx. FINISH er H OCC5' oft APTTMM MICRO ® Detall a , Si A DAL I c ` D/ / �. \ •. ` / i \ / PA D A4 EWPL. ETCH CODE 007: CR,MJS VE SAM. OExl5TIN6 WALL a VON PLAZA r1i v2R1M LOCATON F.I.PJ X \ \ / / \ \ / ` _ - CONNCRREETE 1110400 19400 TRASH eNCIOOME w RODF PER ARCHITECTS PLANS je \ / , • / / T ' _ _ I THE COLOR ro BE SELECTED fPeVtIi ND.IO -9T.) D5 ' \ � \\ D2 A -' _- " / ' I 5 BY IkE CITY PWITEX HALL PER ARCHITECT PLANS \ \ / : / \ I \ - NORTH ® VEGETATED 5IWLES CONSTRUCTION PER OIVIL5 PLAINS \\ /� \ '/ / A3•/ 1 \•^ �/ \ \'X Q - Q ® CONCESSION STAND / RESTRO M MK ARCHITECTS PLANS PERMIT Na 109TH \ �'% , _ \ ••'v - :. D 3 (- ® RESTROOM IFERMIT Na. 10-9 Z PER ARCHITECTS PLANS u? <* TRASH ENCLOSURE Me ROOF PER ARCHITECTS PLANS \ \ •\ ' � _ 2 A \\ n , FERl NO. IN © V -DITCH PER OIVN5 PLA LS \ SCALE' 7e =20' RETNMNG MALL PER ARCHITECTS PLANS \ - A A4 \ Ch 9AIIT M. 1L 5, / ^ AS P A6 B PLU AB PER LIVIL5 PLANS y/. \ _ _ = ° 0 oCONCRETE V- svr FR PER LIVIL5 PLANS \ �' _.. 20 10 0 20 ALB n 2 D _ I C) Cn ABBREVIATIONS - E rc m F �a ABBREVSTMBCL DLf- LRIPTIgI CC CENTER LIM All PA PLANTING AREA R. 7TPOAL ��— EXPAMSICH JOINT COMPOL WINT ca AZIEL SHOULDER, AZTEC CMEN E i SLUFF BEACH PEBBLE PER DETAIL 2 / S .. IE D. T FINAL SELECTION T4 O EE AuMRCVH eY THE OITT5 REPRESENTATIVE. __— --------- - - - - -- _ \- On - - - - - - - - A5 t z _ O a zIYz(O a F>< 5EE SHEET L -1.0 FOR CONSTRUCTION D A4 ° d co v LEGEND AND NOTES 1 ♦ KEYMAP' � a i UNDEReRCUND SERVICE ALERT SAN ELIJO JOINT POWERS Q , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT M a WUTHDRITT- G it 31591 Camino CeDl C1 �, ,I San Juan CaDlslmno, CA 92675 DESIGN N f RT� 8 a vrnw.RJMdeslgngroup.mm GROUP lo1EC.J a [9491493-2690 fax 1949 492 -2600 hone TWO WORKING DAY5 SIGN DATE 1 D SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG ° w CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED er: DRAWN ev: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 9 a EC I STAFF I EC ° DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP %y LOCATION: SEE SHEET C -o.i HORIZONTAL DATE" 4^00'+'+1 ��� ENCINITAS COMMUNITY PARK 10630=G In A. NO.: 2502 ° RECORD FROM COUNTY OF SAN DIEGO VERTICAL ow rc n ELEVATION: 215.640 DATUM: NGV29 LAY<Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION PLAN L -1.15 SHEET s6 OF 207 °n PLANNING CASE NO: 04 -197 MUP /DR /CDP /Elh a ti a e o �0 Iq ° EE r E B� m �o S 3 a d n i� 9¢ �o iNi z 0 a .n o n PLANNING CASE NO: 04 -197 MUP /DR /CDP /EI -. rc O 2 1 Y4" LEPa ,TV at Q IO 175" RADIUS EDGE Mow 00w eFeun: j O 12 1 3 9 O 6 "TYP. 1 3 O2 CONCRETE PAVING. SEE DETAIL '2', THIS Jt Q _ 0 ry •* SHEET. O CONTINUOS EXPANSION JOINT, PER DETAIL I OF THI5 SHEET. 3O EXPANSION JOINT MATERIAL SHALL E All O CONCRETE BAND. COLOR: A. CONTROL JOINT HIVE O O D C. -- O N.R. 'W=ETWOOD BROWN'. FINISH: _ MEADOWS OR APPROVED EQUAL. 'OPTIMUS', ETCH CODE MICRO _ -III' III -III- SAND (05), TROWEL FINISH ALL _ -III III - III- J - -III — -III V Yz" 4 O EXPANSION JOINT SEALANT SHALL BE "DYNATREAD" to n 2 s b EXPOSED CONCRETE PRIOR TO 1 =III II II - = J1 1 1 =III II =11 - 4 2 -PART URETHANE SEALER APPLICATION. BY PEGORA CORPORATION. (500) AVAILABLE AVAILABLE FROM: INNOVATIVE III III `' + 5 III — L- -III- 5 3 523 -6655 OR APPROVED EQUAL. CONCRETE PRODUCTS. (949)^ d _ - 111111 IIII O SPI'O.G.AT 49 ry _ �� 1/45 TOOLED RADIUS. - p••a ^ a.•` .III •., • • ON JOINTS I� IIII j 111 III 4 W/#L4 REBAR, TUBE MODEL NO.I s (2) #4 REBAR CONTINUOUS 4,�•- = =III E, MODEL WITH PSD/#4BX BASE. WITH BASE, MODEL -.., 5 B. EXPANSION JOINT NO, PSI B.S. OR APPROVED EQUAL. -- =1L� (, O COMPACTED T�.6-GRADE PER • .IIII •' SECTION - LANDSCAPE MOWGURB SCALE: 3" = I' CONTACT: GREG DALGRADE, (500) 1-3 -ba35. IIII IIII III -III III L �• J 6 ADJACENT CONCRETE PAVING, p•, III : • . LEGEND: _ _ _ _ 1=1 q 4 MOW CURB OR PLANTING AREA -III O #4 REBAR CONTINUOUS r7 I I—I —I I I I I FIF -111-111- T NOT USED II SECTION 80 SPEED DOWEL PER III III —III III IIII III III = III III 1 O2 POURED IN PLACE CONCRETE MOW CURB a Oq LOCATE JOINTS PER SPECIFICATIONS SCALE: -I/2" - I' -O" DETAIL I OF THIS SHEET. III IIII — IIII -111- III =III -IIII I' WITH 1/2 TOOLED RADIUS AT ALL UNLESS OTHERWISE INDICATED ON PLAN —III -- -III- -III- EDGE5. COLOR: SPANISH GOLD. FINISH: O #3 REBAR ® 12" O.G. SECTION - MOWCURB 6 BALLFIELD 'RINCON', ETCH CODE #X, TROWEL FINISH G. GOLD JOINT © SEALANT COLOR TO MATCH ADJACENT SCALE: 3" = I' ALL EXPOSED CONCRETE PRIOR TO 'RINGON' 2 PAVING �O INTERLOGKIN6 PAVER PER APPLICATION. AVAILABLE DET. 6 OF THI5 SHEET OR NOTEI FROM: INNOVATIVE CONCRETE 'Ig1 © ALL EXPANSION JOINT SEALANT TO BE PLANTING AREA PROVIDE SCORE JOINTS AT 4' -0" O.G. AND PRODUCTS. (949) 495 - 101-1. SEEDED WITH SILICA SAND BUTT JOINT • EXPANSION JOINTS AT 12' -O" O.G. WITH O3 FINISHED GRADE , Op TYPE V CEMENT WITH A MAXIMUM NOTE: SEALANT PER DETAIL I OF THI5 SHEET G COMPACTED SUB-GRADE PER SOILS 'a -+ `a + .. KATEWCEMENT RATIO OF 0.45, 3250 P51 REINFORCED CONCRETE (560 -C -3250 PER CONCRETE STRENGTH AND TYPE © REPORT "GREENBOOK ") PER SPECIFICATIONS APPLY APRE- EMERGENT HERBICIDE D. SAWGUT JOINT © EXPANSION JOINT -O" O.G. BENEATH MOW STRIP WITHIN GROUND COVER AREA O5 T 4 B 6 5ALLFIELD #4 SORT. OE CONTRACTOR TO PROVIDE ®20' SIX 3' CONCRETE SAMPLE OF EACH MAX. SEE DETAIL I OF THIS SHEET. © TYPE TIN CEMENT WITH A MAXIMUM SECTIONS COLOR AND FINISH TYPE TO THE GIN FOR N1 RATIO OF 0.45, SCALE: " = I' REVIEW AND APPROVAL TWO WEEKS COLOR: SP COLOR: SPANISH GOLD', 3250 P51 PRIOR TO FORM WORK. REINFORCED CONCRETE (560 -C -3250 PER "6REENBOOK'9 CONCRETE BAND 5 CONCRETE MOWCURB 3 JOINTS LEGEND: LE6ENI 2 5 O TUMBLE CASTLE CODDLE 1 8 II PAVER, Oj EXPANSION JOINT ®12' O.G. MAX. (5' WIDE), ®Ib' O.G. MAX. (a' ASHLAR PATTERN BY ANGELUS. INSTALL WIDE), a 20' O.G. MAX. (10' WIDE), I.E. EVERY OTHER JOINT. SEE 4 e WIDTH PER PLANS N PAVERS HAND TIGHT WITH JOINTS DETAIL I OF THIS SHEET. 4 APPROXIMATELY iI;". WHERE REQUIRED O O 0= 3' MIN. 3' MIN. GUT STONES WITH AN APPROVED 2 CONTROL JOINT PER DETAIL I OF THI5 SHEET. O p 3 G I 2 m 8 2 GUTTER TO FIT ACCURATELY, TAMP 3 C O O- X 5 n PAVING STONES WITH MECHANICAL 3O b" NON -SLIP STEEL TROWEL BAND. IN 0 d) x x x x 4 =_ % MIN VIBRATOR UNIFORMLY LEVEL TRUE TO AND FREE MOVEMENT. FILL ® POURED IN PLACE INTEGRAL COLOR CONCRETE. x x xx x x `� x x x x x x x x x x x x x x xx x F 2% MAX , I GRADE OF -I • VOIDS BY SWEEPING DRY FINE SAND AVAILABLE FROM O5 5AWCUT SCORE LINE, PROVIDE SCORE LINE PER CITY m - W = ° - '° - a • °.. III SHARP SAND, PARKING ANGELUS, NEI 32a -9115. COLOR: SEE APPROVED FIELD LAYOUT, APPLY STAIN AFTER SCORE LINE 6 "b" STALL SIDE = III a = �_ �✓ III PAVER FINISH SCHEDULE, SHEET L -I.O. HAS BEEN INSTALLED OCCURS ONLY a SIDEWALK 4 6RADE TO III III IIII ADJACENT WALK WAYS DRAIN (TYP.) b 20 CONCRETE BAND - CONCRETE BAND. HARDSCAPE COLOR / FINISH SCHEDULE: SCALE: N.T.S. STWOOD BROWN'. FINISH: COLOR: FINISH; 12' FOR 12' S.H. 6 8" 2" 4. SECTION =111 — ;,I =III —III III oPTIMUS, E ETCH CODE MICRO SAND (05), 10' FOR 10' S.W. SCALE: I" = I' - TROOWET FINISH ALL EXPOSED CONCRETE O 'RFROM: APPLICATION. x x LIGHT SAND BLAST FINISH x A 'SPANISH GOLD' WITH DARK WALNUT STAIN e' FOR e' s.w. 5' FOR 5 S.W. LE6ET D: 111 =111 =111- - 11= v AVAILABLE FROM: INNOVATIVE TY1' O CONCRETE PAVING, SLOPE TO CONTRACTOR CONCRETE CONTRACTOR TO PROVIDE 3' X SECTION CONCRETE PRODUCTS. (949) 495 -TOT. RETARDANT FINISH BY 'H S' DR DRAIN PER PRECISE GRADING IN SAMPLE OF EACH COLOR AND FINISH TYPE TO THE CITY FOR REVIEW AND APPROVAL SCALE: I -/2" = '-O" 30 BUTT JOINT COD 7�SPANISH GOLD' APPROVED EQUAL. ETCH CODE No. MICRO TWO WEEKS PRIOR TO FORM WORK. SAND (OS) CONSTRUCTION PLAN AND ® I/4" TOOLED RADIUS. DETAIL '4', TH15 SHEET FOR COLOR AND FINISH LOCATIONS. © REpUIREMENTS SHALL THE ADHERE TO HPROJECT NOTE,. KKK APPROVED G SUBMIT PAVER SAMPLES (&EACH) O REBAR - SEE DET. 5 OF THIS SHEET G 'SPANISH GOLD' NONSLIP STEEL TROWEL FINISH O O 0= _ _ p O #3 REBAR AT la" OG EACH SOILS REPORT OF EACH COLOR FOR REVIEW (300-1 WAY AT 4" SLAB, #4 a 1a" O.O. © TYPE V CEMENT WITH A MAXIMUM AND APPROVAL PRIOR TO © AGGREGATE BASE OVER NATIVE 501E COMPACTED TO 95% RELATIVE * AVAILABLE FROM: INNOVATIVE CONCRETE t_v 0;) _ a EACH WAY AT 6" SLAB CENTERED IN SLAB. RATIO 0.45, 3250 PSI GONSTRUGTION. TLS REPORT. REINFORCED CONCRETE -3250 PER REINFO CEEP C E ( © PAVERS SHALL BE TUMBLE COBBLE ER 1/ NGRADE�6 COURSE ® PROVIDE FALL PER 12560G 'RUN ALL Lr, TYPICAL p O GRADE. SEE ON PAVING BY ANGELUS. GOLOR:TUMBLE BLENDED REAM TERRA O FINISH SHALL _ IMPROVEMENTS IANGERWITH 6 "&" 2 SCALE 3 SOILS PDR5U5- GOTTA / BROWNPINAL COLOR COMPLIANCE THE REQUIREMENTS OF APPNROVED PROJECT SOILS REPORT 5O I/4" TOOLED RADIUS F SEE CONSTRUCTION PLANS FOR FINISH AND COLOR. TO BE SELECTED BY THE CITY. 90 COMPACTED 5U5 -GRADE PER SOILS AVAILABLE FROM ANGELUS REPORT © PROVIDE FINISH SAMPLES PER SPECIFICATIONS AND AS © 144 CONT. TOP AND BOTTOM STONE M5U 31 © CONCRETE STRENGTH AND TYPE INDICATED ON CONSTRUCTION PLANS. NOTES: D CONTRACTOR TO PROVIDE 3'X3'CONCRETE SAMPLE OF EACH PER SPECIFICATIONS © THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE COLOR AND FINISH TYPE TO THE CITY FOR REVIEW AND 5U56RADE AND FORMING BY THE CITY'S REPRESENTATIVE APPROVAL TWO WEEKS PRIOR TO FORM WORK. PRIOR TO CONCRETE PLACEMENT. INTERLOCKINO PAVER 6 SIDEWALK JOINT STAININO 4 GONG. PAVINO 2 UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS `APF *+ Lbk PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ® C/ A L. L. : A e 4 31591 Camino Gaplshaiw San Juan Caplaimno. CA 92675 8 # o xmv.RJMdwlgngroup.mm DESIGN t GRIM GROUP 491 49 te'142.J :nr a 19 326 9 0 ex TWO WORKING DAYS �rP [9491493-2600 phone ph SIGN DATE SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG r ``f�? CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Des1e BY: DRAWN cHECKE ev: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. u STAFF E DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -o.i HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE" .A. NO.. 2502 RECD DED APPR�go - `( �u _ ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL SHEET 660F 201 ELEVATION: 215.640 DATUM:NGVD 29 LAiIIKY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.1 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EI -. a is a 6 a 8 � 1 H Ro i �A B$ o: M �m H a c -n ng i� 9¢ i� i z N o a rc o n PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA H' MAX. 6' MAX. CLEAR &ATE L 16 1 3 Io' m 5' 5' O TOP, BO TOP, BOTTOM, e MID RAIL, -5 /6" O.D. ALVANIZED 6 STEEL PIPE 2O RAIL END, TYPICAL 4 3O POST GAP, 6ALVANIZED, TYPICAL tt1 FLO S ® STRETCHER BAND, TYPICAL HIT S Q STRETCHER BAR, TYPICAL w b © IL 4 WITH KNNUCKLED 5ELVAI AT TOP AND BOTTOM J O STEEL POST, GATE AND -0" END POSD.5' O.G. MAX. W) ) ® CONTINUOUS POURED IN PLACE 12" X 12" CONCRETE ` O® 13 MOW CURB. SEE DETAIL '3, SHEET L -2.I Q4 )2)) )2)) ) j) 'O ^ l CONCRETE FOOTING. SEE 5ECTION 'A', THI5 SHEET. ® S W 4 O COMPACTED SUB 6RADE PER SOILS REPORT 6 12 II GATE FRAME, I -5 /5" O.D. WELDED, GALVANIZED �., < 14 STEEL PIPE 4. O 12 HEAVY -DUN GATE HINGE, (2) PER (SATE _ 13 W LOCKABLE ADA ACCESSIBLE BUTTERFLY LATCH, 6ALVANIZED STEEL )) • as O � ° � a° ROD WITH NRNBUGKLE AT )) J) 8 • °a- ° - -' m • CORNER AND END POSTS. CORNS AN END 1 - IS INSTALL 166A. 6ALVANIZED KICK PLATE ON PUSH - JI •" •: — =111 16 I III— S 1 — I a —I SIDE OF GATE, INSTALL AT DU6WT ONLY m 111 III III - I =1 II- III- � a I I III I I I I I III I I T I I --III I 0 111 1 =1 III I6 I I - - I 3 -1/2" O.D. 6ALVANIZED STEEL 6ATE P05T 11 =11 _ =III I I SEE FOOTING hJ1�FI _ - I I— = 111 =1I I— I L —I 11- III= -III IIII 11= SEGnoN 'A' ELEVATION- GHAINKLINK m BALLFIELD NOTES. -- I� I 2 I � 1, � II .` :." SGfLL.E: 1/�° = r -o" Oq ` PROVIDE SCALED SHOP DRAWING OF FENCE I-I = 111 - ELEVATION -I 1 =111= CONSTRUCTION FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. 50ALE: 1/2" = 1' �l 12 H © CONTRACTOR TO PROVIDE I6" X I6" SAMPLE w OF 6 GAUGE 2" X 2" CHAIN LINK FOR CITY D REVIEW AND APPROVAL PRIOR TO O Q Ea. Ea. � J CONSTRUCTION O R O m0 ALL OALVANI ZED STEEL PIPE SHALL BE ry J U SCHEDULE o cFUn. QQ - - p O SEE CONSTRUCTION PLAN FOR GATE LOCATION O GHAINLINK FENCE PER DET. I, THI5 SHEET O PROVIDE STEEL SLEEVE RECEIVER 111 111 III -111 EMBEDDED FLUSH WITH SURFACE. (2) 111 =111 111 111 =111 a —_ —_ —_ EACH LOCATED IN BOTH OPEN AND 111 III 111 —I III —III • 'III —III — — — CLSED POSITIONS. 2" VIA. X b" O —111 111 -111 111 111 -111 • - -111 111 111 -111 DEEP SLEEVE FOR INDUSTRIAL LATCH. III —III III 111 111 =111 - 111 =111 III - - O CONCRETE FOOTING AND REINFORCEMENT PER DET. I OF THIS SHEET. 11 VIII 111 11 —III ° ;' III -I ® COMPACTED SUB6RADE =11 =1 III -I I 1 -1 PER SOILS REPORT. 1111111111 — 8 OGATE FRAME, I -5/6" O.D. WELDED, • a 1111 6ALVANIZED STEEL PIPE - © 3 I/2" O.D. GALVANIZED STEEL 10' GATE POST, IF o uo 1 =11 °° • .° I I I =11 �H dH 2 R •' 0 LOCKABLE 6ALVANIZED INDUSTRIAL O PROVIDE SCALED SHOP DRAWING a w O III d - 1 OF SATE CONSTRUCTION FOR REVIEW z a_ 1_u w LATCH I -1/5" ASSEMBLY WITH DROP ROD. AND APPROVAL PRIOR TO FABRICATION a Q a Q Ill • • — DROP ROD 70 MATCH FENCE HEIGHT. PART l0 0 111111 NUMBER: 17216. AVAILABLE FROM © ALL 6ALVANIZED STEEL PIPE SHALL BE O' ®® ° 1111111 MASTER -NALGO (310) 694 -5066. SGH. 40. 20 ? Z aa z i - HIf HFF 1111111 111111 ® FINISH SURFACE PER DET. =3 / SHT. L -2.1 O 6ALVANIZED LATCH 1-318" — vv ma Ill — _ - 111 - X 36" ASSEMBLY. LY. AVAILABLE FROM A MASTER -NALGO PART NO. 16905 (310) 691 111- -° 1111 @0 (2) TWO HEAVY -DUN 6ATE HINGES PER SATE 1111111 �1 a Ill `• Ill II 6 GAUGE CHAIN LINK FABRIC _ WITH KNUCKLED SELVAGE AT TOP AND 10' MIN. TO DAYLI 111 Ill 111 =111 111 = BOTTOM I6" OIA. IO SECTION 'A' 50ALE: TI/2" 1' DOUBLE GATE 0 GHAINLINK FENCE 2 SINGLE GATE AND GHAINLINK FENCE UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS `APF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT a® � (f L : 31591 Camino Caplamm San 111N�V pAL 8 C DESIGN fax Rj M mr a [9491493-2690 TWO WORKING DAYS 9 >E [949[493 -2600 phone SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG r Nf�? CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN BY: DRAWN CHECKED ev: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. NED SEYFE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 RECORD FROM: COUNTY OF SAN DIEGO HORIZONTAL VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: �y A. N0.'. 2502 RECD DED APPR _ ENCINITAS COMMUNITY PARK 10630 -G SHEET 64 OF 201 ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.Q. 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FINISH: CODE MICRO SAND (Or), = _ - = INNOVATIVE �I� M4�1) 4o5-10 - �.. 111 111 111 111 �o OR o o o APPROVED SOUAL. INSTALL PER SUBMIT Y REPRESENTATIVE = L�fl” �4P LI LI ". 0 @-A4 � o ® o PLAN. - © © o MOUI PLATE P41TH MOUI BOLTS PLANVIEki PER MANUP. - o 0 COMPACTED 51.15SRADE PER 50IL5 m LEGEND _ o = STAND ALONE VRIN<IN6 FOUNTAIN. SAN OR APPROVED SOLAL. PRIOR TO INSTALLATION 56" VIA. X 40" DEEP NATER 5UMF NITH MIRAFI 140NC, OR EQUAL H/ 12" MIN. DEPTH COVER. LOOATE IN FLANTIN& FALL TO SUMP, • DRINKINO FOUNTAIN , I 4 San Juan Capisbano, CA 92675 DESIGN &DIRE Rj M THO KORKIN& DAYS [949149�W phone SIGN DATE OR' OF EN BEFORE SPECIAL DISTRICT APPF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DESCRIPTION: OC 0019 LOCATION SEE SHEET C HORIZONTA L PLANS PREPARED UNDER SUPERVISION OF DATE �2 0, 4�� ENCINITAS COMMUNITY PARK RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATjM;NGVD 29 _A�Wjji AN, L.L.A. EXP, 09/30/13 DATE DATE CONSTRUCTION DETAILS L-2,3 PLANNING CASE N0: 04 -197 MUP /DR /CDP/EIA 0 m N m a m in a nm mx ¢4 00 Z ZFO� � Q N aa� I c Q o M Xuo Wa z z u m OMZ Z - UQm W � Z R M N d 0 N a b� ao '1` o Y J x o_ E `a BE �m o a � n n o i� o o �N 0 rc n o n m r-o PLAN VIEW SCALE: 1/2" = I'-O" m F------- - - - - -J °I oa I 3 LEGEND: PLAN VIEW SGALE:1 /4" = I' -0" LEBE� O POURED - N -PLACE CONCRETE TABLE TOP, 'SPANISH O 2 "X2", 6 GAUGE GHAINLINK GATE, PERIMETER FENGIO AND OVERHEAD 2 GOLD' WITH RETARDANT FINISH BY ' OPTIMUS' OR APPROVED EQUAL. ETCH CODE: MICRO SAND (OS), O CONCRETE PAVIN6 PER DETAIL 2, SHEET L -2.1, COLOR: 'SPANISH 60LD'. FINISH: WITH " CHAMFER ON ALL EXPOSED EDGES. 'OPTIMUS', ETCH CODE MICRO SAND (05). AVAILABLE FROM: INNOVATIVE CONCRETE °j PROVIDE SERRATED OUTSIDE EDGE WITH BURKE PRODUCTS. (41441) 4415 -10n. FORMALINER NO. 329, OR APPROVED EQUAL ® BACKSTOP P057 PER DET. I / 5HT. L -2] OH X 8 X 6 BURNISHED G.M.U. BLOCK WITH ><4 ® 6" ® ADJACENT BALLFIELD SURFACE. SEE PLAN n O.G. EN. OR APPROVED EQUAL. COLOR: DU5TY G BROWN. AVAILABLE FROM ANGELUS BLOCK CO., SO INFIELD MIX SEE CONSTRUCTION PLAN. INC.. SOLID GROUT. CITY TO APPROVE FINAL SELECTION. © FURNISH AND INSTALL PLAYERS BENCH BY TOMARK, MODEL NO. II (PIPE LEG). INSTALL PER MANUFA� O3 CONCRETE BENCH TOP TO MATCH TABLE O 2• -5•' S•• 1' -6" ® FINISH GRADE OF ADJACENT CONCRETE PAVING SIDE ELEVATION 2 O 90% COMPACTED 5UB6RADE 4' -7° 4' -6° O SPECIFICATIONS (515) 245SITE B, MIRAFI INC. INSTALL PER MANUFACTURER'S SCALE:5 /4" = I' -O" © CONCRETE FOOTING, DIMENSIONS AND O CONTINUOUS 4" PERFORATED DRAIN LINE AND 12" x 12" SUMP OF 5/4" CRU5HBD REINFORCEMENTS AS INDICATED A66RB5AT2. PROVIDE FILTER FABRIC WRAP. SLOPE AT 1% MINIMUM AND CONNECT TO ADJACENT ORAINLINES INDICATED ON CIVIL ENGINEER'S PLANS 3' b" 1' -5" #4 AS INDICATED, CONTINUOUS (16" O.G. MAX) s 3; ��; jf (A @O 5' -O" H15H GHAINLINK FENCE/ POST/ FOOTING PER PET, I / SHT. L -2.2. -� ®I6" BURNISHED GMU SOLID GROUT W/ #4 ® 16" O.G. ;3, 1 II COMPACTED SUB-6RADE PER SOILS REPORT r 3 EW O @ CONTROL JOINT PER DETAIL I, SHEET L -2.1 FINISH SURFACE CONTINUOUS EXPANSION JOINT PER DETAIL I, SHEET L -2.1 EXPANSION JOINT PER DETAIL I /5HT. L -2.1 O I G MANUFACTURERS MOON BAT RACK BIONS (TO MODEL NO. 10995. INSTALL PER - # 4 REBAR AT 16" O.G. ALTERNATE BEND r ° � 2 IS FURNISH AND INSTALL TRASH RECEPTACLE BY p11OKCAM, MODEL NO. a 10 lO IQ 4 05- P52552H; COLOR: P6- COPPER (6EN2); TEXTURE: T -7 (ACID ETCH). PROVIDE WITH NOTE: BLACK ANODIZED ALUMINUM LID (909) 737 -6240 = � � ;>� OPROVIDE 5 -SIDED SPLIT -FACE BLOCK AT ALL © 2" X 10" HDPE RECYCLED LUMBER. SEE DETAIL I/ SHEET L -2.9 EXPOSED WALL END SECTIONS � � �� l FINISH GRADE PER CIVIL ENGINEER'S PLANS ' - VIII IIII II,El I © ALL MASONRY SURFACES TO RECEIVE SEALANT, 6�: ® 4'X 5' DE516NATED ACCESSIBLE 5EATIN6 AREA IIJ1 I r "•..� III 1 WATER REPELLENT COATING, AND 1111 6 7 GRAFFITI - RESISTANT COATING. z K 1` 1 O9 GHAINLINK GATE PER DET. I / 5HT. L -2.41 SEALANTS -ALL EXPOSED MASONRY UNIT 4 f U 6 S �j SHALL BE SEAL WITH WATER- REPELLENT -"�I GRAFFITI- RESISTANT COATING BY THE N m 2' MANUFACTURER DELIVER TO THE JOB SITE. - 6 WATER- REPELLENT COATING -MICRO -SEAL Ul Ir 7— m 7 SECTION A SILANE BY RAIN6UARD INTERNATIONAL, TEL. PH.: '41 II; - — APPROVAPRIOR TO coNSrRUNG6T1oN, vu6our CONSTRUCTION FOR REV1Ew AND SGALE:B /4" = Ib" 7 (619) 590 -2001, OR APPROVED EQUAL, FINISH/ { 1 7 COLOR : NO SHEEN OR CHANGE IN SUBSTRATE. ( "' 8 © PROVIDE SUBMITTALS FOR CONCRETE BLOCK, WATERPROOFIO POLYPROPYLENE GRAFFITI- RESISTANT COATING - VANDLGUARD O. - �- MESH, BENCH, BAT RACK AND TRASH RECEPTACLE FOR REVIEW AND APPROVAL 10 BY RAIN6UARD INTERNATIONAL, TEL. PH.: ��� SECTION 'A' _ = q PRIOR 70 CONSTRUCTION. (619) 590 -2001, OR APPROVED EQUAL. FINISH / .I >I SGALEd 12" = I' -O" — © OBTAIN OWNERS REVIEW AND APPROVAL OF ALL SITE FURNISHING LOCATIONS (BAT COLOR : LOW SHEEN FINISH, CLEAR IN COLOR O '� r RACK, PLAYER'S BENCH, TRASH RECEPTACLE) PRIOR TO 5ECURIN6 TO FLATHORK. II _III =III SCORERS TABLE 2 DUGOUT UNDERGROUND 5EERVVI^ICIE (ALERT SAN ELIJO JOINT POWERS "aE PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT -`i a` a 31591 Canino Caplan AUIHUKIIY «(r T y + San Juan Cap simno, CA 92675 DESIGN �e J mss 8 a n [949]493- 269gngroup.mm 6RWP ma c 19 491 4 9 3 -2fi99 fax TWO WORKING DAYS SIGN DATE 9�P F VxF 19 491 493-26W Phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL -DESIGN ED BY: !DRAWN STAFP cHECKE LU v: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RENO DED APPRf°f° LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' • Yu ENCINITAS COMMUNITY PARK �'� 10630 -G .A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. E %P.: 09 30 13 DATE DATE CONSTRUCTION DETAILS L -2.4 SHEET 69 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA s a tl a a 8 m 0 N o i £ z 8 $ ii m r a r a a ry N m N 9¢ i� i zh � o a m o n SCALE: 5/4" = 1'-0" pl 1 -1/2" DIAMETER STEEL POST. TO EMBED THE POST, GORE DRILL HOLE IN CONCRETE GHEEKWALL / FOOTING TWIGS THE DIAMETER OF THE POST, TO THE DEPTH OF 1S ". SECURE WITH SUPER P011i OR APPROVED EQUAL TO Y2" BELCH ADJACENT FINISH SURFACE. APPLY Y2" BEAD OF 'GI1N SRI POLYMER SEALANT BY: PEGORA, OR APPROVED EQUAL, TO TOP OF SLIPER POIII BAGKFILL. SEALANT COLOR TO MATCH ADJACENT CONCRETE. SLOPE TO DRAIN AT P05T BASE. INSTALL POSTS AS MAXIMUM 6 -0" O.G.. SPACED EVENLY AND CENTERED IN HALL. HANDRAIL ASSEMBLY TO BE METALIZED AND PRIMED PER SPECS. O POURED IN PLACE CONCRETE GAP W/ 1 -1/2" CHAMFER. "SPANISH 6OLD" WITH RETARDANT FINISH BY 'OPTIMU5' OR APPROVED EQUAL. ETCH CODE : MICRO SAND (05) ® H X H X 19) BURNISHED CHU, BULLNOSE CORNER. SOLID GROUT. AVAILABLE FROM ANGELUS BLOCK CO., INC. COLOR: DUSTY BROWN ® PROVIDE TOOL GROOVED TREADS AS DIMENSIONED. TREADS SHALL RECEIVE S" HIDE NON -5LIP SAFETY PAINTED STRIP, CONTINUOUS ALONG LENGTH OF EACH STEP. COLORS: YELLOW AT TOP AND BOTTOM RISERS / BLACK ON ALL INTERMEDIATE RISERS. PAINT BY: MONOPOLE INC., TYPE: FLOORCOAT, MODEL: 2400/2500. INSTALL PER MANUFACTURER'S SPECIFICATIONS ( &I&) 500 - &5 &5 OS EXPANSION JOINT PER DETAIL '1' /SHEET L -2.1. © POURED IN PLACE CONCRETE STAIRS, "SPANISH 60LD" WITH RETARDANT FINISH BY 'OPTIMUS' OR APPROVED EQUAL. ETCH CODE: MICRO SAND (05) OHANDRAIL 'PLANT -ONS' AT 19)" O.G. BY SKATE STOPPERS MODEL NO, HPIAO. SUBMIT SAMPLE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. INSTALL PER MANUFACTURERS SPECIFICATIONS ( &55) 516 -9492. OSPEED -DOWEL PER DETAIL T/ SHEET L -2.01. OFINISH GRADE SEE CIVIL ENGINEER'S DRAWINGS. 1 -1/2" VIA. STEEL HANDRAIL. II SUB -GRADE PER SOILS REPORT. U2 POURED IN PLACE CONCRETE FOOTING ® 20' -0" CHAINLINK FENCE AND MONCURB PER DET. I/ L -2.3 ® #4 0 16" O.G. EA. NAY IS (2) #4 CONT. © (5) #4 CONT. O #5 NOSING BAR, TYP. ® (2) #4 (ANT. T S B O ADJACENT PAVING ® SECURE HANDRAIL TO PILASTER / NALL WITH 1/4 PLATE AND BAR ©I PILASTER PER DST. I / 51-T. L -2.6 ® GUARD RAIL PER ARCHITECTURE 'S PLAN. ® RET. NALL PER ARCHITECTURE'S PLAN ® PLANTER / SEAT NALL PER MET. 2 / SHT. L -2.9 ® HANDRAIL - SEE SECTION 'A' ® INTERMEDIATE HANDRAIL - SEE SECTION 'B' ® CHEEKNALL - SEE SECTION 'G' ® MOUNTED HANDRAIL - SEE HANDRAIL MOUNT 6 RET. NALL ® INTERMEDIATE P05T SHALL BE INSTALLED EVENLY SPACED. GAP BETWEEN POSTS SHALL NOT EXCEED 4'_O" NOTE: ® ALL STEEL MEMBERS SHALL BE SCHEDULE 40 METALIZED, PRIMED AND PAINTED PER SPECIFICATION. © CONTRACTOR TO SUBMIT SHOP DRANIN6 OF HANDRAIL5 AND CHEEKWALL5 FOR GIN REVIEH AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. © ALL MASONRY SURFACES TO RECEIVE SEALANT, HATER REPELLENT COATING, AND 5RAFFITI- RE5ISTANT COATING. SEALANTS - ALL EXPOSED MA60NRY UNITS SHALL BE SEAL WITH WATER - REPELLENT GRAFFITI- RE515TANT COATING BY THE CONTRACTOR. HATER- REPELLENT COATING - MICRO -SEAL SILANE BY RAINGUARD INTERNATIONAL, TEL. PH.: (bl9) 590 -2001, OR APPROVED EQUAL, FINISH/ COLOR: NO SHEEN OR CHANGE IN SUBSTRATE. GRAFFITI - RESISTANT COATIN6 - VANDL61JARD 10 BY RAINGUARD INTERNATIONAL, TEL. PH.: (619) 590 -2001, OR APPROVED EQUAL. FIN15H / COLOR: LOW SHEEN 57AIR, HANDRAIL, AND GHEEKNALL 1 2 UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS`APF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT / /� ' A ,A ® Gf'tLL: �' S1591Camino Caplo, CA % y San Juan Capishano, .com 5 8 a C w49149 deWhax up.mm WP mr a [9491493 -Zfi90 (ax TWO WORKING DAYS SIGN DATE �rP r `1f�? [9491493 -Zfi00 Phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIeNED BY: DRAWN SBAFE CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EU DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP��°�° LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 1°1u = ENCINITAS COMMUNITY PARK 10630 =G A. N0.'. 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.5 SHEET 70 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA R M 0 a. b N M m a ul a �m N mx Q ¢4 00 Z . ZFO� aa� I � Wa �ZUm OMZ Z - UQm FU W Z � �r Z 0 R M N d LEGEND: LEGEND: 6" 1 1/2" THICK 6ALV. SHEET METAL CUTOUT (EXACT VERBACE TO BE O @ 2" X 2 ", II 6A. TUBULAR STEEL GATE FRAME LEGEND: 21 APPROVED BY CI ) 5 O PRE -OAST CONCRETE GAP W/ 1 -1/2" CHAMFER. 'SPANISH O 5/8" VIA. BOLTS W/ 6ALV. FOUNDRY WASHERS EA. SIDE CONCRETE FOOTING (.; `... `� GOLD' WITH RETARDANT FINISH BY 'OFTIMUS' OR APPROVED •qw ® COMPACTED SU86RADE PER SOIL REPORT EQUAL ETCH CODE: MICRO SAND (OS) Oj @ 10" VIA. LODGE POLE 6" DEEP GRAVEL BASE. O ADJACENT PAVING �', ' 21 = - °i,; ® 3 -I/2" PIA. LOD6EPOLE RAILS © 12" WIDE MOWCURB PER DET. 31 SHT. L -2.1 SECT ON A -A SGALE:1 /2" = I' -O' 3 @ 16"X8 "X16" BURNISHED GMU W/ I" EULLN05E CORNER. GROUT 6 @ 5 -I/2" VIA. LOD6EPOLE POSTS FILL ALL GALLS. APPROVED EQUAL. COLOR :DUSTY 1p I/2" THICK EXPANSION JOINT FOAM WRAP ENTIRE POLE FOOTING IF LE BROWN. AVAILABLE FROM ANGELUS BLOCK CO, INC.. SOLID VV FIRST TIMER @ SPRIN6 LOADED, 5ELF- GL051N6, 'T' HINGE "BACK ". AVAILABLE FROM ADJACENT TO CONCRETE GROUT. GIN TO APPROVE FINAL SELECTION, DNT PARK ° • 19 ENTRY HOVER FENCE 00. CONTACT :(800) 355 -2335. 3 HINOE5, TOTAL. ATTACH HINGE TO POST /GATE W/Y¢" VIA. 6ALV. MACHINE BOLTS HI WASTE CONTAINER W DOGGIE SAO 8" SQ. ®POURED -IN -PLACE CONCRETE FOOTING • -. 7% NUTS AND WASHERS, EACH SIDE. (5 BOLTS PER HIN6EJ 19 D06 DRINKIN6 FOUNTAIN 7 @ (4) #5 X J s O 5FRIN6 LATCH, BLACK. AVAILABLE FROM HOVER FENCE CO. CONTACT �•- 1 (800) 55 -2 3335. ® LODGE POLE FENCE AND GATE, SEE SECTION/ ELEVATION 1 © #3 TIES ®8" O.G. PA .s .'- pA� , F. OSWING GATE WHEEL @ WALL PER CIVIL ENGINEER'S PLAN V I !� O (3) #3 E.W. t •' a, O ADJUSTABLE GATE SPRING .INSTALL ON BACK OF GATE. CRASS PAVE PER MET. 4 /SHT. 2.12 Q A A O EXPANSION JOINT PER MET. /SHT. L -2.1 �. •• �O I" X I" 6ALV. WELDED WIRE MESH, II GAUGE. ATTACH TO BACK SIDE ® CONCRETE BAND PER PET. 5 /SHT. L -2.1 5 9O COMPACTED SUBGRADE PER SOILS REPORT. PAS (INTERIOR FACING) OF RAILS AND GATE W/ HEAVY DUTY 6ALV. TRUSS ® INTERLOGKIN6 PAVER PER DET. b/ SHT. L4.1 Y (D FINISH 6RADE STAPLE, 14 SAUCE 6 r I 6ALV. SHEET METAL PANEL, 11 6A. W/ MACHINE -GUT VOC61E DOOR" O ® D06 PRINTS EMBED IN CONCRETE s 8 II O (3) #4 X n EA. WAY T 4 B { eg OPENING IN PANEL. WELD "XI" WIRE MESH TO BACK OF PANEL. (MESH ® CONCRETE PAVING PER CET. 2/ SHT. L -2.1 + n L PA •• A �. SHALL BE CUT TO MATCH FULL SHEET METAL PANEL AND COVER VOC61E- DOOR" OUT -OUT). SPOT WELD PANEL/MESH AT ALL MOODS AND ® `'< NOTES. SUBMIT SHOP DRAWING PILASTER FOR REVIEW AND =1 PEDESTRIAN DRINKIN6 FOUNTAIN PER CONSTRUCTION LEGEND p _> 4' O.C. 6RIND ALL EXPOSED EDSES SMOOTH. . iry _ APPROVAL PRIOR TO CONSTRUCTION. LARGE DOG PARK ENVY BUILDING PERMIT #I I -1246 ® PILASTER W/ K105K PER DET 1 / SHT. L-2.11 © ALL MASONRY SURFACES TO RECEIVE SEALANT, WATER - K _ REPELLENT COATING, AND GRAFFITI- RESISTANT COATING. SEALANTS - ALL EXPOSED MASONRY UNIT SHALL BE SEAL NOTES: _ = WITH WATER- REPELLENT GRAFFITI - RESISTANT COATING © SUBMIT 6"X6" METALIZED AND PAINTED SAMPLE BY THE MANUFACTURER DELIVER TO THE JOB SITE, WATER- REPELLENT COATING - MICRO -SEAL 51LANE BY ALL METAL TO BE 11 CA. UNLESS OTHERWISE NOTED. _ FOR APPROVAL PRIOR TO FINAL FABRICATION. SO. RAINGUARD INTERNATIONAL, TEL. PH.: (819) 590 -2001, OR © BEVEL ALL MEMBERS PRIOR TO WELDING. WELD AND O CONTRACTOR SHALL OBTAIN CITY APPROVAL OF II 3' -6" 4 APPROVED EQUAL, FINISH/ COLOR: NO SHEEN OR GRIND FLUSH. ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH. SPECIFIC FENCIN6 LAYOUT PRIOR TO EXCAVATION CHANCE IN SUBSTRATE. OF POST HOLE FOOTIN65. GRAFFITI- RESISTANT COATING - VANDLCUARD 10 BY 21 @ VERIFY FIELD CONDITION5 PRIOR TO FABRICATION. 1 CONTRACTOR SHALL INSTALL CORNER, END AND SECTION 9 RAINGUARD INTERNATIONAL, TEL. PH.: (619) 590 -2001, OR APPROVED EQUAL. FINISH / COLOR: LOW SHEEN FINISH, CONTRACTOR 70 SUBMIT SCALED SHOP DRAWIN65 TO LINE POSTS AS REQUIRED BY LAYOUT. AVAILABLE CLEAR IN COLOR s SMALL DOO IZ CITYS AUTHORIZED REPRESENTATIVE FOR REVIEW AND FROM: BOURBON VALLEY CO. RAIL FENCE, G4E LUMBER, POMONA, TELEPHONE: (909) 626 - 3591. PLAN VIEW PARK ENTRY ENTRY SCALE APPROVAL PRIOR TO FABRICATION. J ALL FENCE MEMBERS SHALL BE CCA TREATED O �j 1 I /� G Li- L,JTER B/�LLF I ELD V = 20' -0" OE ALL METALS SHALL BE SANDSBLASTHD TO AN SSPC -SP6 LODOEPOLE PINE. (COMMERCIAL BLAST GLEAN) AND METALIZED. AFTER METALIZING, CONTRACTOR TO APPLY THE 'TNEMEG' O SECURE RAILS TO POST WITH I&D GALVANIZED 2 EXTERIOR COATING SYSTEM LISTED BELOW. NAILS, (1) AT EACH CONNECTION. OF APPLY ONE COAT 'TNEMM' INTERMED COAT, L69 EPDXOLINE 11, 5 TO 5 MILS DFT. \ APPLY ONE COAT 'TNIS,=' URETHANE GOAT, -150 UVX, 2 TO 3 MILS DFT. COLOR :MOSS CREEK SUBMIT COLOR FOR A8° ;p CITYS REVIEW AND APPRVAL. CONTRACTOR TO PROVIDE CERTIFICATE OF TREATMENT AND CONFORMANCE u ® ® ry 4 7 3 a NOMaa a1 oW -uP GAP SECTION 12 SCALE: 6 4 L 5' -O" O.C. L 10 -:G.: 5 O ALIGN NOTCH IN WALL 2" X. 2' -O" 11 (( IN WALL GAP WITH CENTER F 2" MAX. s�'^F OF PLANTER RADIUS O aMA n _. _...- PLAN VIEW - CURBED WALL LEGEND: w lO POURED IN PLACE CONCRETE SEATWALL W/ 1 -1/2" CHAMFER. COLOR: 'SPANISH GOLD' WITH 2 RETARDANT FINISH BY 'OPTIMUS', ETCH CODE: p MICRO SAND (05) - TROWEL FINISH ALL EXPOSED CONCRETE PRIOR TO RINGON APPLICATION 8 3 ap v 5 O (2) #4 CONT. 17 0 w 7 4 @ #4 X-1 C 12" VERT. TYP. 8 • •III ® FINISH SURFACE - CONCRETE PAVING PER • III I —I h III III III ry / / / /�� . •. DETAIL 2/ SHEET L -2.1 — -— • -— — — G —III `. —III — III — h — III — III —III —III— a} '• — — F •. // /� /� / / /� //� /%\ •k' / \ /� / /�\ - z �f @EXPANSION JOINT PER DETAIL I/ SHEET L -2.1 0 0_ 9 IA �- ? / �— III - - III — III —III 0 III 17 TYP. 2" �� / /�� //� /v� @ COMPACTED 5U5GRADE PER SOILS REPORT. 17 I I I I a • KNISH GRADE PER CIVIL ENGINEERING DWG. _ - '� f `• � @ #4 ^�`�� , ®12" O.G. EA -PAGE GONT. (4) #4 CONT. T4 B 13 16 Q 4" 1A• 13 2 D z - Y SECTION /ELEVATION T -O" MIN. -�'�'- TO DAYLIGHT 15 15 24" VIA. I8" DIA. SCALE: 3/8" = I' -O" SECTION 1e" DIA. SCALE: 5/4" = 1' -0" rrP. ENTRY PORTAL / FENCE DOG PARK - BID ALT # 4A AND 4E 3 CONCRETE SEATNALL 2 UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS `APP /l PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT 31591 Camino Caplsoano N 8 y y # o San Juan Capishano, CA 92615 DESIGN www.RJMdes19n9:uuP.mm t GROUP TWO mr a [9491493 -2690 fax WORKING DAYS [9491493-2600 phone SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG ° `'� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1cNED BY: DRAWN BY CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: .bra A. NO.'. 2502 RECD DED �A�PPp,�@p /5p va TAU., ENCINITAS COMMUNITY PARK 10630 =113 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM:NGVD 29 VERTICAL LA Y P. AN, L.L.A. EXR: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.6 SHEET 41 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA R M 0 a. b N M m a ul a �m N mx Q ¢4 00 Z . ZFO� aa� I � Wa �ZUm OMZ Z - UQm FU W Z � �r Z 0 R M N d a 'a a 8 a 6< 0 8 F p o i �A B$ o: M �m a c =n N i� 9¢ i zN o N rc o n 1/4 NETTING O P LE PER NETTING P'IANUF. MIN. 14SS 14X0375 AT 60 FT O.C. MAX. INSTALL TRUE PLUMB 12 "X12" GONG. BAND E/ 2 -04 TOP 4 BOTTOM SEE DET. 3 / BHT. L -2.1 LOWEST ADJACENT GRADE MIN. CAST IN PLACE PIER z FTC. i e N CONNECTION SCALE: I -1/2" = I i FgENp: OTOP GAP O 5/8" GALVANIZED EYEBOLT/NUT /WASHER O 1/4" AIRCRAFT CABLE HE THIMBLES MIN. 3 CLAMPS PER TERMINATION ® NETTING POLE PER PET. '1', THIS SHEET. CABLE /POLE ATTACHMENT 12 1/4" GAP PLT. E IN ;e SLAB PER 0 DET. 2 / SHT. i1 L -2.1 a- d d I a 4 d 4 0 d d I III III III I= POST FOOTING SECTION 'A' SCALE: 3/4" = I' -O" (3) 03 TIES e 3" OC / 12" LAfQ "3 TIES 'ALT.% 1 1 (0)"1X I 1/2" TYP. 3/4" TI41GK BASE PET. MENOMONEE all I INDUCED= 1131:203131313131: ME MENEM O CONSTRUCT DUGOUT PER DETAIL I, SHEET L -2.4 CONSTRUCT 12" CONCRETE MOHCURB PER PET. B / SHT. L -2.1 II SCORE TABLE PER DETAIL 2 / 5HT. L -2.4 @2 CONCRETE PAVING PER PET. 2 / SHT. L -2.1 ® CONCRETE BAND PER PET. 5 / L -2.1 ® BACKSTOP PADDING W/ LOGO - PROVIDE AND INSTALL BACKSTOP PADDING MODEL # 7M- K55654, 4' -HI6H X 12' LONG WITH CUSTOM GRAPHIC PER THE CURRENT MANUFACTURER'S SPECIFICATION. FINAL CUSTOM LOCO PER CITY PRIECTION. I l-7 r-( 2 ) ( 3 PROVIDE SCALED SHOP DRANIN65 OF BACKSTOP FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ®PROVIDE SUBMITTAL FOR NETTING, AIRCRAFT GABLE AND FENCE RIN65 FOR REVIEN AND APPROVAL PRIOR TO CONSTRUCTION ©PROVIDE SUBMITTAL FOR BACKSTOP PADDING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION 2 M 30" DIA. POST SECTION 'A' 2 ELEVATION O 2 6 40 MIN. POST OT.S. OST F SGALE:N.T.S. BACKSTOP POST FOOTING 3 BACKSTOP I 6) UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS vr����o PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT � (f/ALL: p, A 31591 Camino Caplammo a® Rj M 111N�V 8 C w JRJMdesg gruuucumZfiT5 �P [9491493-2690 fax TWO WORKING DAYS SIGN DATE [91493 -2600 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN NED BY: DRAWN SBYFE CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EU DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: " 2 _ ENCINITAS COMMUNITY PARK 10630 =G A. N0.'. 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.Q. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.7 SHEET 720F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA s a a S ii i' BOULDER SCHEDULE LOCATION: BOULDER 51ZE (APPROXIMATE) #1 (20 %) 4'LX5'AX4'D #2 (50%) 5'LX4'WX5'D #5 (50 %) 2'LX5'AX3'D VEGETATED 5WALE 147 220 368 NOTE : CONSTRUCT VEGETATED 5WALE PER CIVIL ENGINEER'S PLAN, DETAIL 3 / SHEET C -O.? NIOTH VARIM NOTE5, AO IN THE BID SCHEDULE, UNDER ACCENT 5CULDER5 THE BID PRICE SHALL INCLUDE MATERIAL, DELIVERY AND INSTALLATION. © CONTRACTOR SHALL SUBMIT REPRESENTATIVE SAMPLE OF EACH BOULDER TO THE SITE FOR REVIEW AND APPROVAL PRIOR TO DELIVERY OF MATERIAL. CO BOULDERS AND COBBLES TO BE AZTEC BOULDER AND 1 -112" - 5" BUFF BEACH COBBLE. SUBMIT SAMPLE OF EACH TYPEAND 51ZE TO CITY FOR APPROVAL PRIOR TO DELIVERY. AVAILABLE FROM VALLEY BUILDING MATERIALS: 949- 596 -0256. DO ALL SUBSTITUTIONS TO BE APPROVED BY THE CITYS REPRESENTATIVE PRIOR TO PURCHASING. O ROCK PLACEMENT TO BE UNDER THE DIRECTION OF THE CITY'S REPRESENTATIVE. O THE INTENT IS TO EMBED THE BOULDERS TO PROVIDE A NATURALIZED APPEARANCE. THE DEPTH OF REQUIRED EXCAVATION VARIES DEPENDING ON THE SHAPE OF THE BOULDER. FLAT BOTTOM BOULDERS REQUIRE */- 5% OF THE BOULDERS HEIGHT. ROUND BOULDERS SHALL REOUIRE e/- 30% EXCAVATION. © NATURAL BOULDERS SHALL HAVE JS, EMBEDMENT. BOULDERS SHALL BE LAGGED 4 IRREGULAR, AND FREE OF EXCESSIVE IRON CONTENT AND SHALL BE PLACED/ POSITIONED TO REPRESENT NATURAL BOULDER OUTCROPPINGS. HO BOULDERS SHALL BE PLACED/PO5ITIONED IN T16HT PROXIMITY TO ADJACENT BOULDERS IN ORDER TO REPRESENT NATURAL BOULDER OUTCROPPINGS. WE BOULDER SECTION 50ALE,N.TS. I cffcw I BIOFILTRATION SHALE 2 FINISH GRADE/ FIN15H SURFACE. 5 AZTEC BOULDERS AND 1 -1/2" - H" BUFF BEACH COBBLE OR APPROVAL EQUAL PER CONST. PLAN, BOULDER SECTION 4 BOULDER SCHEDULE ® ENGINEERED SOIL PER CIVIL ENGINEER'S OET.3 / SHT. O -O] OS NATIVE SOIL © TREE. (TREES MUST BE PLANTED A MINIMUM OF 2' FROM THE OUTSIDE EDGE OF SHALE CHANNEL. '7 SHRUB PLANTING, OUTSIDE OF SHALE CHANNEL. ✓3 9095 COMPACTED SU86RADE PER SOILS REPORT. BOULDERS, GOBBLES SNALES INSTALLATION 2 SEE FOR SOALE:I /2" = I' -O" SECTION 'B' SCALE:1 -112" = 1' -0" SECTION 'C' 5CALE:1 -1/2" = 1' -0" ELEVATION • DUGOUT SCALE:112" = P-O" F*L114Zri -a BEYOND N �llp, OI 2" X 10" HDPE HORIZONTAL BACKBOARD BY 'TANdew TEGNNOLOOIE5" OR EOUAL. ROUTE ALL EXPOSED ENDS SMOOTH (TYP) NITH 3/16 QUARTER ROUND ROUTER BIT. CONTACT DANIEL VELAOUEZ ® (650):264-1110 20 2 "X 12" X 1/4" 57RAP HELD TO BOTTOM RAIL O 10" X 45" X 1/4" 6ALV. STEEL PLATE VELD TO P057 ® NOT USED 50 TWO (2) 1/2" DIA. CARRIAGE H17H FLAT WASHER SECURE HDPE LUMBER TO RAIL AND P057 © FINISH SURFACE 0 BACKSTOP POST, SEE VET. 3 / SHEET L47. ® 20' -0" HIGH FENCE POST, SEE DETAIL L/ SHEET L -23 09 2 -7/5" O.D. GALVANIZED RAIL HELD TO P057 ® 2 -7 /5" DIA. GALVANIZED TOP, BOTTOM , AND MID RAIL, SEE DETAIL T /SHEET L -2.3 O NETTING, SEE DETAIL I / SHEET L -2.7 12 CHAINLINK FENCE, SEE DETAIL I / SHEET L -23 NOTII BACKBOARD SHALL BE TANGENT WOOD HIGH DENSITY POLYETHYLENE(HDPE) RECYCLE FOREST GREEN DURAHOOD PLASTIC BOARD AVAILABLE AT TANGENT ISCHNOLOBIE5, 550 RID6EHAY AVE., SUITE 300, AURORA, ILL 60506. CONTACT DANIEL VELAQUEZ AT (630) 264 -1110. OB ALL 5CREN, NUTS, AND HASHERS SHALL BE GALVANIZED. © ALL STEEL PLATES AND ANGLES FOR BACKBOARD TO BE GALVANIZED. O ALL EXPOSED ED6E5 OF GALVANIZED PLATES AND ANGLES SHALL BE ROUNDED SMOOTH OR GROUND SMOOTH. EO MINIMUM LENGTH OF BACKSTOP BACKBOARD TO 8' (PO5T TO POST) PO PROVIDE 3/8" GAP BETWEEN HDPE BOARDS. BOARDS' NOT TO BE BUTTED TOGETHER. © AFTER INSTALLATION, CUT END OF 5CREA5 50 THAT MAXIMUM EXTRUSION BEYOND NUT 15 NO MORE THAN 1/4 ". O ALL EXPOSED ENDS OF THE BACKSTOP BOARDS TO BE ROUNDED SMOOTH NITH 3/16" QUARTER ROUND ROUTER BIT. 1O PROVIDE SCALED SHOP DRAHINGS OF BACKBOARD FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION O PROVIDE SUBMITTALS OF BACKBOARD MATERIAL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION BACKBOARD @ BACKSTOP BEYOND UNDERGROUND S ERVICE ALERT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C/ AL L : 31591 Camino Caplsoano y y San Juan Capkhano, CA 92675 DESIGN t N 8 a 0 www.RJMdesl9n9mup.mm GROUP mr a [9491493 -2690 fax THO WORKING DAY5 SIGN DATE �rP f�? [9491493 -2600 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG ° `' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY : CHECKED Bv: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED �A�PPp,�@p /5p LOCATION: SEE SHEET C -0.1 HORIZONTAL / ti DATE: �b+'+w va T�u.�, ENCINITAS COMMUNITY PARK 10630 -13 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 ".A. NO.: 2502 EXR: 09/30/13 CONSTRUCTION DETAILS L -2.8 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA M 0 a, b N a m h a �m mx ¢4 00 Z . ZFOa aa� I c Q o M O : a Wa z z u m Z - cmz� UQm W 0 o Z X R M N d R N N s � a o ^o x� EE K E �m i� oa i� o o �N 0 rc n o n PLANNING CASE NO 04 -197 MUP /DR /CDP /EIA 32' I 7 5:,5 O 14 15 I POURED IN PLACE CONCRETE GAP W/ m CHAMFER. "SPANISH GOLD" WITH RETARDANT H RDA 3 18. L eat V � �., FINISH BY 'OPTIMUS', ETCH CODE NO: MICRO '{ SAND (05). TROWEL FINISH ALL EXPOSED e V CONCRETE PRIOR TO ' APPLICATION. 1 �� ffIIII IdI ld l� III PROVIDE SERRATED OUTSIDE EDGE WITH OUTSIDE' m p —I II? BURKE FORMALINER NO. 329, OR APPROVED L JJI�I"'�", - ^ O Q �... ERUAL „ N O S X 8 X 16 BURNISHED CMU, BULLNOSE E 12 CORNER. SOLID &ROUT. AVAILABLE FROM BLOCK CO., INC. r 19 =.1 II COLOR : COLOR: DUSK BROWN O FINISH GRADE. GONGRERE FOOTING II p OS u 4 X ®24" O.G. VERT. SEGTION 9 VAIII 2 =4 GONT. SCALEd/2" 1-011 A O 7 ><4 ®24" O.G. HORIZ. LEGEND: Og (3) •4 CONT. 1O POURED IN PLACE CONCRETE OAP W/ 1 -1/2" CHAMFER, 'SPANISH 'OPTIMU5', m PLAN VIEW r� O O COMPACTED 51.156RADE PER SOILS REPORT. GOLD" WITH RETARDANT FINISH BY ETCH SCALE: 5/16" = 1' —O" L CODE NO: MICRO SAND (05). TROWEL FINISH ALL EXPOSED CONCRETE PRIOR TO 'OPTIMU5' APPLICATION. PROVIDE 00 S X 8 X 16 BURNISHED GMU, 5ULLN05E SERRATED OUTSIDE EDGE WITH BURKE FORMALINER NO. CORNER, RADIUS BLOCK. SOLID &ROUT. 529, OR APPROVED EQUAL AVAILABLE FROM BLOCK CO., INC. COLOR: DUSK BROWN N OADJACENT PAVING NOTES: O 5 "X5 "XI6" BURNISHED GMU W/ I" BULLNOSE CORNER. GROUT FILL ALL CELLS. AVAILABLE FROM AN5ELU5 BLOCK CO., INC. I SUBMIT SCALE SHOP DRAWINGS FOR OR APPROVED EGNJAL. DOLOR: DUSTY BROWN REVI APPROVAL PRIOR TO G n ? &7\ G NSTRUG POURED -IN-PLACE CONCRETE FOOTING G J © SUBMIT SAMPLE OF BURNISHED BLOCK AND @(4)#5X J APPROVAL PRIOR IJ. EEO. Z 3 TO GONSTRUGTIONAND Q#5 TIES ®8" O.G. (DE 7 1 } ©ALL MASONRY SURFACES TO RECEIVE O7 (3) •3 E.W. - - SEALANT, WATER REPELLENT COATIN&, AND �G1 5 GRAFFITI- RESISTANT COATING. ® EXPANSION JOINT PER DET. I / SHT. L -2.01 �5 °" SEALANTS - ALL EXPOSED MASONRY UNIT u u I 4 SHALL BE SEAL WITH WATER - REPELLENT O COMPACTED SUB&RADE PER SOILS REPORT. N N U �; 1 U GRAFFITI- RESISTANT COATING BY THE CONTRACTOR. FINISH io zo G WATER- REPELLENT COATING - MICRO -SEAL GRADE ® SILANE BY RA2001, D INTERNATIONAL, TEL. O (3) •4 X I I EA. WAY T 4 B 8 24' MIN. ^ '+ 8 24' MIN. QYP) (TYPJ SECTION 'B' 10' -O" MIN. F FINISH/ C LOR : NO OR APPROVED EQUAL, DOLOR : NO SHEEN OR CHANGE IN TO D IGHT 9 SUB O CONTINUOUS 12" 3/4" CRUSHED SCALE: /2" = ' -0' 9 GRAFFITI - RESISTANT COATING - &RArr17I -R A5&RESATE PROVIDE CONTINUOUS PROVIDE VA 10 BY N 40-N BY FILTER FABRIC WRAP, 1P. PH. (6ARD INTERNATIONAL, TEL. PH.: (619) 590 -2001, RNATI NA 4 NIGOLON/ MIRAFI GROUP. 4" 5CHED, 40 PERFORATED DRAIN OR APPROVED EQUAL. FINISH / COLOR: LINE. SLOPE AT 1% MIN., TIE TO LOW SHEEN FINISH, CLEAR IN COLOR ADJACENT CIVIL DRAIN LINES. 13 WATER ROOFING SYSTEM - MIRADRI ALL WEATHER PRIMER WITH MIRADRI 860 MEMBRANE BY NIGOLONMIRAFI 5ROUP OR APPROVED EQUAL. ALL TERMINATION OF THE MEMBRANE SHALL RECEIVE MIRADRI M -800 4 MASTIC. ® CONCRETE BAND PER VET. 5 / SHT. L -2.1 15 INTERLOCKING PAVER PER DET. b / L -2.1 NOTES: O SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. © PROVIDE 32" O.G. NOTCH IN SEAT WALL GAP WITH CENTER 16 -2' 1 16 -2' OF SEAT WALL RADIUS, SIMILAR TO CONCRETE SEATWALL DET 2 / SHT. L -2b © SUBMIT SAMPLE OF 5UFZN15HED BLOCK AND GAP FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION q L O OD ALL MASONRY SURFACES TO RECEIVE SEALANT, WATER REPELLENT GOATIN&, AND -GRAFFITI - RESISTANT OOATIN&. SEALANTS - ALL EXPOSED MASONRY UNIT SHALL BE SEAL WITH WATER - REPELLENT GRAFFITI- RESISTANT COATING BY THE CONTRACTOR. WATER- REPELLENT COATING - MICRO -SEAL 51LANE BY RAINSUARD INTERNATIONAL, TEL. PH.: (b19) 590 -2001, OR APPROVED ERUAL, FINISH/ COLOR : NO SHEEN OR _ GHAN&E IN SUBSTRATE. GRAFFITI- RESISTANT COATING - VANDL&UARD 10 BY RAIN&UARD INTERNATIONAL, TEL. PH.: (619) 590 -2001, OR APPROVED ERUAL. FINISH / COLOR; LOW SHEEN FINISH, CLEAR IN COLOR ELEVATION 'A —A' SCALE:1 /2" = 1' -0" PLANTER NALL / SEATNALL 2 LON NALL 0 PARK ENTRY MONUMENT UNDEROROUND SERVICE ALERT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY 31591 Canino Caplan Q San Juan Caplsimno, CA92875 DESIGN 6RWP [949]493- 269gngroupmm 19 491 4 9 3 -2fi99 fax TWO WORKING DAYS SIGN DATE [9 49] 493-26W phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 BY: DRAWN Y: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENED STAFF C!CHECKED c DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE' • 2 A. NO.: 2502 RECD ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM COUNTY OF SAN DIEGO VERTICAL SHEET 740F 201 ELEVATION: 215.640 DATUM:NCVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.9 PLANNING CASE NO 04 -197 MUP /DR /CDP /EIA is 8 0 o p i 8$ rc Ir �m S a c -n N n N 9¢ i� i z� o a m m n F OI 8" X4" X 16" PRECISION GAP. COLOR: TAN, y 3 6 y l l AVAILABLE FROM ORGO BLOCK CO. ING. THE 1 - LAN' FINAL COLOR TO BE SELECTED BY THE CITY'S O PRE -CAST CONCRETE GAP W/ -I/2" CHAMFER. COLOR: V V REPRESENTATIVE. I6 NATURAL GREY' WITH RETARDANT FINISH BY'RINCON', ETCH O 6" X H" X I6" SPLIT FACE BLOCK, GROUT ALL Q m CODE NO 5, TROWEL FINISH ALL EXPOSED CONCRETE 7 -n' 4 3 2 3 4 `'J PRIOR TO RINGON' APPLICATION. ...- CELLS. COLOR : TAN, AVAILABLE FROM ORGO BLOCK 60. INC. OR APPROVED EQUAL. THE - " - O Ib X H X Ib SPLIT FACE BLOCK, GROUT ALL CELLS. COLOR 2 2 FINAL COLOR TO BE SELECTED BY THE CITY'S I'- I' -4' I'- .. J2. MIN. — TAN. AVAILABLE FROM ORGO BLOCK 60. INC. OR REPRESENTATIVE. -6 APPROVED EQUAL. THE FINAL COLOR TO BE 5ELEGTED BY _ — THE CITY'S REPRESENTATIVE. O3 COMPACTED SUB6RADE PER SOILS REPORT T I b III • .� PA O 6" X 5" X lb" SPLIT FACE BLOCK, GROUT ALL CELLS. COLOR 1 ® FOOTING AND REINFORCEMENT Q Q PA — ------------- : TAN. AVAILABLE FROM ORGO BLOCK CO. INC. OR SEE DETAIL I/ SHEET 552 APPROVED EQUAL. THE FINAL COLOR TO BE SELECTED BY m .0 — THE GIN'S REPRESENTATIVE. O FINISH GRADE Q IZ ®8 X 4" X 16" PRECISION GAP. COLOR: TAN. AVAILABLE Qb FOOTING AND REINFORCEMENT PLAN VIEW FROM ORGO BLOCK CO. INC. 6 5 4 PER DETAIL 2 4 3/ SHEET S52 v SCALEd /2" = 1' -0" COLOR TO MATCH EXISTING GMU BLOCK WALL. O ADJACENT PAVIN6 r O SUBMIT GAP AND BLOCK FOR REVIEW AND © EXPANSION JOINT PER DET. I / SHT. L -2.1 APPROVAL PRIOR TO CONSTRUCTION O COMPACTED SUBGRADE PER SOIL REPORT • ° El FOR WALL CONDITIONS, SECTIONS AND SECTION 'G' - FOOTING ®VINE POCKET DETAILS REFER TO SHEET 0-0.2, G -0.3 AND DETAILS SGALE:N.T.5. ®FINISH GRADE r /1 ? /.IL. © SEE STRUCTURAL ENGINEER'S SHEET 551 O POURED -IN -PLACE CONCRETE FOOTING FREE STANDING WA'L_L�oP RD CONDITION STANDARD WALL SEGTIONJ I AND SSNI.I FOR MORE INFO. �O REBAR REFER TO DETAIL 2 /SHEET 552. SCALE: I/2" = ' -0" SCALE: = I' NOTES' DO ALL MASONRY SURFACES To RECEIVE SEALANT, WATER REPELLENT GOATINC, AND I' -8" SQ. IS (D(2) #4 CONT. T 4 B WITH #3 TIES ® 6" O.G. OE SOUND WALL - MASONRY SURFACES TO GRAFFITI- RESISTANT GOATING. 4 EXTEND 36" PAST EA. END OF POCKET RECEIVE PORT-0-HALL SYSTEMS SEALANTS -ALL EXPOSED MASONRY UNIT ACOUSTICAL (MODEL PWA -1) : SHALL BE SEAL WITH WATER - REPELLENT `v NT 12 FURNISH AND INSTALL ROOT BARRIER PER MANUF. PORT -O -WALL SYSTEMS, LUG, 555 FIFTH GRAFFITI- RESISTANT GOATING BY THE N RECOMMENDATION STREET NEST, PMB # 162, SONOMA, CA CONTRACTOR. 2 3 13 (3) #4 X n EA. WAY T S B 954-16. C101) 936 -4516. WATER- REPELLENT COATING - MICRO -SEAL WY4W.POR7- O- WALLCOM. OR APPROVED SILANE BY RAINCUARD INTERNATIONAL, TEL. PH.: (619) 590 OR APPROVED FOCAL, #5 J EQUAL -2001, O 14 (4) X FINISH/ COLOR : No SHEEN OR CHANCE IN 14 SUBSTRATE. 5 (3) #3 E.W. GRAFFITI- RESISTANT COATING - I6 0 16 #3 TIES as 5" O.G. VANDLCUARD 10 BY RAINCUARD ' INTERNATIONAL, TEL. PH.: 590-2001, L V NOTES: IZ OR APPROVED EQUAL. FIN/I�SH /COLOR : 15H 5 OA SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL 5 PRIOR TO CONSTRUCTION. PERIMETER WALL 2 8 ,..' 8 © ALL MASONRY SURFACES To RECEIVE SEALANT, + I3 WATER REPELLENT COATING, AND II GRAFFITI- RESISTANT GOATINC. SEALANTS - ALL EXPOSED MASONRY UNIT SHALL BE Z SEAL WITH WATER- REPELLENT GRAFFITI- RESISTANT -2 - E / COATING BY THE CONTRACTOR. WATER- REPELLENT COATING - MICRO -SEAL SILANE BY RAI RD INTERNATIONAL, TEL. PH.: (619) II _ 5904001, 01, O OR APPROVED EQUAL, FINISH/ COLOR NO IN /-+p GEN L �, -,-- \ - SHEEN OR CHANGE SUBSTRATE. 6RAFFI NT -VAN! D 10 BY 7v- O � RD IN INAL, T (blq) 9 RAIN6VARD INTERNATIONAL, TEL. PH.: (619) X2 TUBULAR STEEL FRAME. SECURE TO T' X 2" T Oi m r -e• 5904001, OR APPROVED EQUAL. FINISH / COLOR : ING FENCE. 3' -6 SCI. NOTE: T MIN. 12' MIN LOW SHEEN FINISH, CLEAR IN COLOR - - -- - -- - - " ", INSTALL WALL DOWELS 3' -6- -- - - - - -- WELD X 2 - -- - O2 1" X 1" 6ALV. WIRE MESH, 11 6AU&E W -7 IN FOOTING AND SWING 3 11 SAUCE STEEL FRAME - CONTRACTOR TO TO SIDE TO FIT 12" VERIFY EXISTING FIELD CONFIGURATION AND WIDTH. ENSURE THAT MESH AND FRAME FIT VOID AREA (0 7 SECURELY. PILASTER SECTION 'A' SECTION 'B' -WALL o VINE POCKET SCALE:N.T.S. 5CALE:N.T.S. 0 6" X 6" X 16" SPLIT FAGS BLOCK, GROUT ALL /� /� ^ ^ PILASTER @ SANTA FE PLAZA CELLS. COLOR: TAN. AVAILABLE FROM ORGO BLOCK 00. ING. PER SECTION M -M / SHEET 0-0.2. COLOR TO MATCH EX15TINO GMU BLOCK 4 WALL. ® FINISH GRADE. OS EXISTING V -DITCH TO REMAIN AND PROTECT IN J� / \ 08.75° PLACE V/ © EXISTING WROUGHT IRON FENCE TO REMAIN AND FIXED 5 PROTECT IN PLACE. cusroM PLAN VIEW OF CLOSED LID CALPIPE SECURITY BOLLARDS BOLLARD CAL PIP E OT EXISTING WALL TO REMAIN AND PROTECT IN EMBEDMENT PROVIDED #4 REBAR 12021 WOODRUFF AVE PLACE. SLEEVE LOCK SECURITY BOLLARDS STIRRUPS& DOWNEY,CA90241 SECTION A 2 NOTES: SCALE: 1/2" I' -O" � LID HORIZONTAL STIRRUPS SELECT DESIRED BOLLARD MATERIAL TOLL FREE: 1- 877 - 283 -8518 REINFORCEMENT Q SUBMIT SCALE SHOP DRAWINGS FOR #4 REBAR (4" NOMINAL SIZE): PHONE: (562) 803 -4385 LID REVIEW AND APPROVAL PRIOR TO IBP04040SCH40ASTMA -53 CARBON STEEL FAX: (562) 803 -9883 CONSTRUCTION III � III- www.calpipebollards.com * - N SELECT DESIRED CARBON STEEL BOLLARD FINISH: (7 I� POWDERCOAT COLOR :GREEN , ° a SELECT DESIRED BOLLARD CAP STYLE: LLI [A DOME 2 END VIEW - FOUNDATION ELEVATION VIEW - FOUNDATION NOTES: SECTION B 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SGALE:N.T.S. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www,CADdetaile.wmAnf0 REFERENCE NUMBER 2905-022. RACK Vf- ) I TGH 3 REMOVABLE BOLLARD - 411 EXTERNAL PADLOCK 4 UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS �r"p5f'APF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT a+ GALL : a 31591 Camino CapLstrano 111n�V 8 a C www.RJMdesg g:oup,ccmZfiT5 ` v eemp Rj M rdeJ mr a [9491493-2690 fax TWO WORKING DAY5 �rP �? [91493 -2600 Ph°"a SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG r CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN BY: DRAWN CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. NED SBYFF EU DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: A. N0.'. 2502 Aw RECD DED APPR y_ ENCINITAS COMMUNITY PARK 10630 =G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL SHEET 45 OF 201 ELEVATION: 215.640 DATUM:NGVD 29 LA WY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.10 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a n ti a e o 0 o :X i E r E 8 It m n ~O s Lo u .3 c n 'o m� 9¢ �o iNi z 0 a h to n o n I 4' -O' O H55 2 x 2 X 3116 TUBULAR STEEL FRAME. a' TYP. 3 s' S O2 5/8" X 5/5" X II 6A. TUBULAR 5' -O^ q -g^ Z STEEL PICKETS. 3' -4' I3 ® H5S 2 x 2 X 3116 TUBULAR 2 I STEEL POST AT 4'0.0. (MAX). 3 TO EMBED THE POST, GORE DRILL HOLE INTO GAP/ WALL/ FOOTING 5.5 INCH DIAMETER, ". 6 6 TO THE DEPTH OF 20 DO NOT GUT ANY REINF. SECURE V WITH SWER POR-ROK OR N in m id) v APPROVED EQUAL TOYS" } BELOW ADJACENT FINISH } {� 4' p1 ELEVATION SURFACE. APPLY Y2" BEAD OF D "OM GRADER POLYMER II II SEALANT BY: IiGORA, OR APPROVED EQUAL, TO TOP OF A A PORAIII BAGKFI SLL. UPER IZ SEALANT COLOR TO MATCH ADJACENT CONCRETE. SLOPE CUSTOM FOAM GAP SECTION 'D' SECTION 'C' 3 TO DRAIN AT POST BASE. PLAN VIEW 50ALE:1 /2" = I'-O" SCALE:1 /2" III SCALE:I /2" =ILO" (HOC) 255 - 9-154. SCALE:I /2" = I' -0" 8 4 W ® 8" X 4" X 16" PREG 15ION GAP. m COLOR: TAN. AVAILABLE PIL STEP PILASTER 5 W FROM 01 BLOCK CO. INC. FI PAD AT PAD FINAL COLOR TO BE O SELECTED BY CITY'S 7 -6' 7 -6' V REPRESENTATIVE. 6 OS 6" X a' X I6" SPLIT FACE IZ 5 — III BLOCK, GROUT ALL CELLS. =I COLOR: TAN. AVAILABLE FROM ORGO BLOCK CO. INC. 9 II - FINAL COLOR TO BE RNISHED GAP p 2 SELECTED BY GIN'S ENEER AND OCK. COLOR IZ 9 — REPRESENTATIVE. M.FROM O GREEN. 6 —I ;p 6 12" X 8" X IV' SPLIT FACE O AIL AILABLE BO EO. BLOCK, GROUT ALL GELLE. m ANGELUS EO. COLOR : TAN. AVAILABLE v OCK GO., INC. Q' II Z O FROM ORGO BLOCK CO. INC. 'D _ THE FINAL COLOR TO BE A A II SELECTED BY GIN'S 9 L � REPRESENTATIVE. 4 — III O COMPACTED SUB6RADE PER v 6^ 4 -III— —III 5 1 SOILS REPORT in BURNISHED GAP / VEENER AND 'v r11L -111 Ll� I —h ®FINISH GRADE. BLOCK. COLOR 2' 3 1-1 2' DUSK 2- O FOOTING AND BROW p ? 1171 _ Tr T REINFORCEMENT PER DETAIL SHEET 552 AVAILABLE FROM ANSI II —III III— -III- - 1 III CONTINUOUS 12" SQ., 314" BLOCK CO., INC, - I II 8 - AGGREGATE O _III —I SECTION CRUSHED z PROVIDE CONTINUOUS FILTER N 5 IZ FABRIC WRAP, 140 -N BY 3' NICOLON/ MIRAFI GROUP. 4" IJ SCHED. 40 PERFORATED m ;p O DRAIN LINE. SLOPE AT 1% - — AO SUBMIT GAP AND BLOCK FOR REVIEW AND MIN., TIE TO ADJACENT CIVIL 5 APPROVAL PRIOR TO CONSTRUCTION, DRAIN LINES. — _ 'A mil III =1 1 =�'I.. =III — BO FOR WALL SECTIONS AND DETAILS REFER II WATER ROOFING SYSTEM - ELEVATION -A' ' O — SO I3 TO SHEET G -0.2, G -0.5 AND G -0.5.1 MIRMRI SGALE:I/2" = -0" SECTION 15' © ALL FENCE MEMBERS TO II GAUGE ALL WEATHER PRIMER WITH MI L60 SGALE:I /2" = I' -o" LEGEND 7 UNLESS OTHERWISE NOTED. . MEMBRANE BY EMBRA DO CONTRACTOR TO PROVIDE SHOP DRAWIN6 NIGOLONMIRAFI GROUP OR APPROVED EQUAL. ALL O 5" X 4" X 16" SOLID BURNISHED, BULLNOSE �O #5 X � ® 12" O.G. EA. WAY AT THE TOP OF PROPOSED FENCING FOR AGENCY'S TERMINATION OF THE CORNER. AVAILABLE FROM ANGELUS BLOCK OF FTC. AUTHORIZED REPRESENTATIVE'S REVIEW MEMBRANE SHALL RECEIVE CO., INC. OR APPROVED EQUAL KIOSK NOTES, AND APPROVAL PRIOR TO FABRICATION. MIRARI M -800 MASTIC. D 11 #4 X © TIES ®I6" O.G., NP. ( ALT. CD) ALL ALUMINUM METAL WORK SHALL BE USING THE EO TOP OF FENCE ELEVATION TO REMAIN O 8 "X 8" X 16" BURNISHED CMU, BULLN05E CORNER. SOLID GROUT. AVAILABLE FROM 12 tt5 . COLOR: : BLACK OLOR HA 2 -PAR7 SYSTEM" OR APPROVED EQUAL COLOR : BLACK PAINT DOLOR SHALL BE SELECTED BY GIN OF ENGINITAS. SUBMIT COLOR SAMPLE FOR REVIEW AND CONSTANT, REFER TO GRADING PLAN NOTES, ANGELUS BLOCK CO., INC. OR APPROVED VERT. MIN. MAX. AND AT EA. PILASTER CORNER (MIN. (5) BARS PER FACE OR APPROVAL. O WELDING: BEVEL ALL MEMBERS PRIOR TO GALL METAL SHALL BE EQUAL PILASTER) © KIOSK FABRICATOR SHALL SUBMIT A LIST OF EQUIPMENT, COMPONENTS, WELDING. ALL WELD5 SHALL BE CONTINUOUS METALIZED, PRIMED AND ® 12 "X 5" X 12 BURNISHED GMU BLOCK, OB tt5 X J a H" O.G. NP. MATERIALS AND CATALOGUE CUT SHEETS OF ALL COMPONENTS AND GROUND SMOOTH. PAINTED PER 5PEG5. COLOR BULLNOSE CORNER. SOLID GROUT. © KIOSK D NOTE 81165 WEATHER © FABRICATION SHALL BE PER FIELD SHALL BE MOSS GREEN. AVAILABLE FROM ANGELUS BLOCK CO., INC. ® (10) =5 E/W IGHT AND SUSCEPTIBLE TO INFESTATION BY RODENTS OR MEASUREMENTS CONDUCTED BY GALL MASONRY SURFACES TO OR APPROVED EQUAL. ®GRAFFI51- TGOATINS. RECEIVE SEALANT, WATER REPELLENT COATING, AND CONTRACTOR. RECEIVE SEALANT, WATER ® 5" X 4" X 16" SOLID BURNISH GAP, BULLNO5E RESISTAN SEALANTS - ALL EXPOSED MASONRY UNITS SHALL BE SEAL WITH O ALL TUBULAR STEEL FENCING SHALL REPELLENT COATING, AND GRAFFITI - GOATIN6. CORNER. AVAILABLE FROM ANGELUS BLOCK NOTES WATER - REPELLENT GRAFFITI- RESISTANT COATING BY THE CONTRACTOR. WATER -REPELLENT DATING -MICRO -SEAL SILANE BY RAINGUARD CO., INC. OR APPROVED EQUAL. INTERNATIONAL, TEL. PH: (619) SRO -2001, OR APPROVED EQUAL, FINISH/ COLOR RECEIVE THE FOLLOWING APPLICATIONS TO - ALL EX SEALANTS - ALL EXPOSED AO SUBMIT SCALE SHOP DRAWINGS FOR NO SHEEN OR CHANGE IN SUBSTRATE. ALL TUBULAR MEMBERS: MASONRY UNIT SHALL BE SEAL REVIEW AND APPROVAL PRIOR TO GRAFFITI - RESISTANT COATING - VANDL6UARD 10 BY RAINOUARD INTERNATIONAL, SURFACE PREPARATION: ZING THERMAL WITH WATER -REPELLENT O CONCRETE FOOTING CONSTRUCTION. TEL. PH.: (619) 590 -2001, OR APPROVED EQUAL. FINISH / COLOR : LOW SHEEN SPRAYED METALIZED FINISH (2 MIL MINIMUM) GRAFFITI - RESISTANT COATING FINISH, CLEAR IN COLOR AS PROVIDED BY ZING NATION OR BY THE CONTRACTOR. WATER- REPELLENT GOATIN6 - CUSTOM FOAM GAP W/ SPANISH GOLD O SUBMIT FOAM GAP FOR REVIEW AND APPROVED EQUAL. MICRO-SEAL SANE BY COLOR-LT SANDBLAST FINISH. GAP SHALL APPROVAL PRIOR TO CONSTRUCTION. CONTACT: WHITNEY BLAKESLEE, 949 55"1 RAINSUARD INTERNATIONAL, HAVE I" THICK MIN. CONCRETE ENCASEMENT. INTE TEL. (619) SECURE TO FILA57ER WITH EPDXY SLUE. © SUBMIT BURNISHED BLOCK, SOLID GAP, AND INTERMEDIATE GOAT: TNEMEG SERIES APPROVED EQUAL, FINISH/ O UAL, FINISH/ / AVAILABLE FROM OG FOAM DESIGN, (949) COLOR FOR REVIEW AND APPROVAL P EPDXOLINE 11 AT 2.0-4.0 MILS DFT. TOP "150 COLOR NO SHEEN OR CHANGE 655-BB81. PROVIDE SHOP DRAWINGS FOR PRIOR TO CONSTRUCTION. GOAT: TNEMEG SERIES UVX AT 3.0 -5.0 : IN SUBSTRATE. REVIEW APPROVAL MILS DFT. PAINT COLOR : 'BLACK' PER SPECS, 6RAFFITI- RESISTANT COATIN6 - VANDL6UARD 10 BY RAIN6UARD O COMPACTED SUBGRADE PER SOILS REPORT 1 FOR TOUGH -UP OF FIELD WELDS: INTERNATIONAL, TEL. PH.: (619) O FINISH GRADE. PRIME GOAT: TNEMEG SERIES RO -9"I 590-2001, OR APPROVED TNrRMZING AT 5 MILS DFT EQUAL. FINISH /COLOR: LOW 9 INFORMATION PANELS FRAME (INSERT ON 4 O OAT, INTERMEDIATE GOAT: TNEMEG SERIES L69 SHEEN FINISH, CLEAR IN COLOR SIDES) GIN TO PROVIDE FUTURE EPDXOLINE 11 AT 2.0 -4.0 MIL5 DFT. TOP NFORMA71ON PANELS COAT: TNEMEG SERIES "150 UVX AT 5.0 -5.0 MILS DFT RET. NALL W/ TS FENCE 2 m SOFTBALL FIELD PARKING LOT A PIL?�STER W/ KIOSK UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ^ NUCZ q I b AUIHUKIIY A 51597 an Capp Crano, CA 92fiT5 8 a o x .RJMdeslgngmup.mm DESIGN Rj M GROUP � J mr a [949149: 9 0 (ax TWO WORKING DAYS �rP 19491193 -2fi00 phone SIGN DATE SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG r `sf�? CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: 1 DRAWN !CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS IN ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFF DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE" ae:ao: .A. NO.. 2502 RECD DED APPR�gD - `( �u_ ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL SHEET 760F 201 ELEVATION: 215.640 DATUM:NGVD 29 1 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.11 PLANNING CASE NO: 04-197 MUP /DR /CDP /E16 8 3< 8 0 0 i £ i o: m Goo. L�6 n i� .4a 9¢ IQ i� i 00 z o a o: o n 12" MR. 6" I' -0" 2 LEGEND: b' -0" O.O. 2 II O NOT USED a 2O CONCRETE PAD. COLOR: 'SPANISH SOLD' WITH U 14 14, G RETARDANT FINISH BY 'OPTIMU ETC C H ODE: q tlm S', K 0 w MICRO SAND (05), TROWEL FINISH ALL EXPOSED 1' iv G CONCRETE PRIOR TO 'OPTIMUS' APPLICATION. tt COMPACTED SUBGRADE 3 w IS b o ® CONCRETE FOOTING w a 3 a FINISH GRADE _ 4, PLAN VIEW - Pi'-O" AND 21' -0" HIGH POLE PLAN VIEW - 23' -0" HIGH POLE © ANCHOR BOLTS PER MANUFACTURER. TIE TO 4 1 w SCALE: 1/2" = P-On SCALE: 1/2' = -0" REBAR LIGHT POLE FT®. 5GF®DLE 7O ELECTRICAL CONDUIT, SEE ELECTRICAL Q NOTES: @O LOCATE PULLBOX ADJACENT TO LIGHT FIXTURE SCI J� \�(3J— Iq S 6 go Q PER ELECTRICAL ENGINEER'S PLAN \ ox $ em I III, ® POLE FOOTING ARE DESIGNED FOR THE /( > ga _ • a 1 .. _ FOLLOWING CONDITIONS: \ b _ :p I LIGHT FIXTURE POLE REFER TO ELECTRICAL L III O ENGINEER DRAWINGS i��/ q 1. FIXTURES AND ARMS ` - �,_'.� SECTION 'C' - LOD&EPOLE —III — III —�III�6 TOTAL WT. = 124% III —III ? — III —fi TOTAL EPA = 6.6 SQ. FT. O (4) %5 VERTICAL REBAR �q 10 7 II 3 — — III —III III —III- ` I II � I I=ii 2. TAPERED POLES 13 +3 REBAR TIES AT 12" D.C. PLAN VIEW - LOD6EPOLE —6_ 7 BOTTOM VIA -==-- 22" 14 (3) •3 REBAR TIES AT 2" O.G. PLAN VIEW SCALE: I/2" = I' -0" p III— I — O Ili O ADJACENT CONCRETE PAVING B@CONTRACTOR SHALL USE EXTREME CAUTION WHEN LEGEND; a - 7 9 NSTALLIN6 PULL BOX TO A55URE THAT ACCE55 1@6 24" DIAMETER CONCRETE PEDESTAL. 13 TO HANDHOLE IS NOT IMPEDED BY MOW CURB OR COLOR: SPANISH GOLD' WITH RETARDANT FINISH 17 Ib Ii IB I INTEGRAL COLOR STAMPED CONCRETE, 'WEATHERED WOOD PATTERN', GONGRED FOOTING. ALL ACE H E 51 SHALL BE BY 'RNGON', ETCH CODE NO. 5, TROWEL FINISH 1' -0" 1' -0" q O b" THICK GONG. SLAB WITH •4 BARS, COLOR: 'WESTWOOD BROWN' ORIENTED 50 THAT THEY FACE THE SIDEWALK. 12' -O" PER DETAIL 2, SHEET L -2.1. - —. ALL EXPOSED CONCRETE PRIOR TO 'RINGON' I' 4 © FOR THE INSTALLATION OF ELECTRICAL APPLICATION. 3 12 11= 111 =I I II EQUIPMENT DEVICE, CONDUIT FITTINGS, FULL BOX, O ADJACENT CONCRETE PAVIN6 AND ETC., SEE ELECTRICAL ENGINEERING z 2.-0-4) DRAWINGS. Q b O 12" 50. CONCRETE CURB PER PET 31 5HT. L -2.1 4 SECTION Z I ® EXPAN51ON JOINT PER PET I / SHT. L-2.1 w O CJ O FINISH GRADING © COMPACTED 5UBGRADE PER SOIL REPORT 1= III =III III - III = III =III -111 O RIP -RAP PER CIVIL PLAN O STORM DRAIN PIPE PER CIVIL PLAN -I =I = 1191919191919191919 - I- I- 111111111111111111 =1 99119999 O AZTEC BOULDER PER BOULDER SCHEDULE, DET 2 /SHT. L -2.9. III IIFool I I= 111711 19191911911711— 911111111111111 — 9119 919191911— III III 119119119191191171191 II III- 111111111111111 II 13 - �O VEGETATED SHALE PER CIVIL PLAN 1711711711= �1_ —I 1111111 111711911711 711 II ry 911911911- II- CONCRETE HEAD WALL PER CIVIL PLAN w 1 11 19 1 111 111 1a 8 TI_ 9n9n9n9n9n� � �2 GOBBLE- I -I/2" - 6" MIN. BUFF BEACH. 9 1 19 119 119 119 1 1_ SECTION A b 9n SCALE: 1/4" = 1' -0" �3 95% COMPACTED AGGREGATE BASE PER SOIL REPORT. L I OHT POLE '3 ® 3 -1/2" VIA. LOD6EPOLE RAILS OS 5 -1/2" DIA. LODGEPOLE P0575 3 I 2 24" MIN. © 18' DIA. CONCRETE FOOTING OVER 6' DEEP GRAVEL BASE CROWN FROM FOOTING TO DRAIN wl LEGEND: DRAIN PIPE 5 17 CONCRETE FOOTING lO TURF PER PLANTING PLAN AND SPECIFICATIONS 11 IL I SEE DEATL SECTION'C' O 6RA55PAVE 2, (600) 233 -1510, OR APPROVED EQUAL, 3 RAIL LODGE FENCE - SEE ELEVATIOI INSTALLED PER MANUFACTURER'S SPECIFICATIONS 2 O9 6 INSIDE DIA. STAINLESS STEEL SLEEVE TO ACCEPT POST. 4 O WASHED CONCRETE SAND INSTALLED PER MANUFACTURER'S SPEC IFIGATION , NOTE, S ® 95% COMPACTED CRUSHED MISCELLANEOUS BASE PER NAILED PLANK STAMPED CONCRETE BY SULLIVAN CONCRETE TEXTURE. MANUFACTURER'S ONTRACTOR - _ - SHALL OBTAIN CITY APPROVAL OF rllrllrllrl�_ © C SPECIFIC FENCING O5 TENSAR GE06RID, OR APPROVED EQUAL, INSTALLED PER III III iIII LA70LR PRIOR TO EXCAVATION OF POST LOCATION. MANUFACTURER'S SPECIFICATIONS 111111 VIII °I -- - - —M. © CONTRACTOR SHALL INSTALL END AND LINE POSTS AS REQUIRED BY JJI���JII� SPECIFIC LAYOUT. AVAILABLE FROM BOURBON VALLEY CO. RAIL FENCE, III = III = III = III = III —_ III — III — III — III — _III — _III — _III — _III —III— © 95% COMPACTED SUB GRADE TFIIF \ \ ^� C E E LUMBER, POMONA, TELEPHONE: (909) 626 -3591. =III =III — III —III — III =III - III -III= i HYDROGRO CRYSTALS (SOILS CONDITIONER) (PER= �m=m =( m(T711 =11 - / D ALL MEMBERS SHALL BE CCA TREATED LODGEPOLE PINE PER SPECS. =III =III -III R -111 - �g Q SPECIFICATIONS) SECTION O SECURE RAILS TO POST WITH 16D GALVANIZED NAILS. ( I ) AT EACH SCALE: 8' = I' -0" NOTE. SECTION /ELEVATION B 6 CONNECTION. SCALE: 1/4" = V -O" AND TE AVE 2 MATERIAL, H AVAILABLE R CRYSTALS O SUBMIT SHOP DRAWINGS VI LODGE FENCE, POST DETAILS E LAYOUT AND AND TENSAR 6E06RID AVAILABLE FROM INVISIBLE STAMPED CONCRETE PAVING FOR REVIEW AND APPROVAL PRIOR TO 5TRUGTURE5 1(600) 233 -1510 CONSTRUCTION. z U< Z F as GRASS PA\/E 2 4 SIMULATED BRIDGE © \/EOETED SHALE 2 �_ zz �Q W U UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS paUct PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT M AUIHUKIIY GALL : -`i .' a 31591 Camino Capistrano a® 111n' C/ C w ZfiT5 Gww.RJMdes9 9mupwmI (leLeJ mr a [9491493 -2690 fax Rj M TWO WORKING DAYS SIGN DATE �rP r `1f�? [91493 -2600 Ph°na SIGN DATE SIGN DATE DIRE(7TOlo7 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 EKED BI DRAWN EIAFE CHECKED ev: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD LocnnoN: SEE SHEET c -o.t HORIZONTAL DATE: «�I ��'\i�,t: �°1u= ENCINITAS COMMUNITY PARK 10630 =113 A. N0.'. 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P' AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.12 SHEET 77 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA H FT. D FT.-IN DRAWINGS \ ? f = w � Nl 6 G a 6 ® INSTALL 11" X IT' X 12" D. CONCRETE PULLBOX WITH CONCRETE LOCKING COVER ENGRAVED 'ELECTRICAL' PER ELECTRICAL ENGINEER'S DRAWINGS 9 PULLBOX SHALL BE =BoEc ON 3`4" ROCK PER O c c'A' A �! \`II 6 s -- ,' e • ' 6 O ELEVATION D - 3 RAIL LOD6EPOLE FENCE 00000,�_',] 2 SCALE: I/2" = I' -O" 1Q � O m OO POLE MOUNTED 5' -b" 146' POLE MOUNTED b' -o" 20' POLE MOUNTED b' -b" NOTES: @O LOCATE PULLBOX ADJACENT TO LIGHT FIXTURE SCI J� \�(3J— Iq S 6 go Q PER ELECTRICAL ENGINEER'S PLAN \ ox $ em I III, ® POLE FOOTING ARE DESIGNED FOR THE /( > ga _ • a 1 .. _ FOLLOWING CONDITIONS: \ b _ :p I LIGHT FIXTURE POLE REFER TO ELECTRICAL L III O ENGINEER DRAWINGS i��/ q 1. FIXTURES AND ARMS ` - �,_'.� SECTION 'C' - LOD&EPOLE —III — III —�III�6 TOTAL WT. = 124% III —III ? — III —fi TOTAL EPA = 6.6 SQ. FT. O (4) %5 VERTICAL REBAR �q 10 7 II 3 — — III —III III —III- ` I II � I I=ii 2. TAPERED POLES 13 +3 REBAR TIES AT 12" D.C. PLAN VIEW - LOD6EPOLE —6_ 7 BOTTOM VIA -==-- 22" 14 (3) •3 REBAR TIES AT 2" O.G. PLAN VIEW SCALE: I/2" = I' -0" p III— I — O Ili O ADJACENT CONCRETE PAVING B@CONTRACTOR SHALL USE EXTREME CAUTION WHEN LEGEND; a - 7 9 NSTALLIN6 PULL BOX TO A55URE THAT ACCE55 1@6 24" DIAMETER CONCRETE PEDESTAL. 13 TO HANDHOLE IS NOT IMPEDED BY MOW CURB OR COLOR: SPANISH GOLD' WITH RETARDANT FINISH 17 Ib Ii IB I INTEGRAL COLOR STAMPED CONCRETE, 'WEATHERED WOOD PATTERN', GONGRED FOOTING. ALL ACE H E 51 SHALL BE BY 'RNGON', ETCH CODE NO. 5, TROWEL FINISH 1' -0" 1' -0" q O b" THICK GONG. SLAB WITH •4 BARS, COLOR: 'WESTWOOD BROWN' ORIENTED 50 THAT THEY FACE THE SIDEWALK. 12' -O" PER DETAIL 2, SHEET L -2.1. - —. ALL EXPOSED CONCRETE PRIOR TO 'RINGON' I' 4 © FOR THE INSTALLATION OF ELECTRICAL APPLICATION. 3 12 11= 111 =I I II EQUIPMENT DEVICE, CONDUIT FITTINGS, FULL BOX, O ADJACENT CONCRETE PAVIN6 AND ETC., SEE ELECTRICAL ENGINEERING z 2.-0-4) DRAWINGS. Q b O 12" 50. CONCRETE CURB PER PET 31 5HT. L -2.1 4 SECTION Z I ® EXPAN51ON JOINT PER PET I / SHT. L-2.1 w O CJ O FINISH GRADING © COMPACTED 5UBGRADE PER SOIL REPORT 1= III =III III - III = III =III -111 O RIP -RAP PER CIVIL PLAN O STORM DRAIN PIPE PER CIVIL PLAN -I =I = 1191919191919191919 - I- I- 111111111111111111 =1 99119999 O AZTEC BOULDER PER BOULDER SCHEDULE, DET 2 /SHT. L -2.9. III IIFool I I= 111711 19191911911711— 911111111111111 — 9119 919191911— III III 119119119191191171191 II III- 111111111111111 II 13 - �O VEGETATED SHALE PER CIVIL PLAN 1711711711= �1_ —I 1111111 111711911711 711 II ry 911911911- II- CONCRETE HEAD WALL PER CIVIL PLAN w 1 11 19 1 111 111 1a 8 TI_ 9n9n9n9n9n� � �2 GOBBLE- I -I/2" - 6" MIN. BUFF BEACH. 9 1 19 119 119 119 1 1_ SECTION A b 9n SCALE: 1/4" = 1' -0" �3 95% COMPACTED AGGREGATE BASE PER SOIL REPORT. L I OHT POLE '3 ® 3 -1/2" VIA. LOD6EPOLE RAILS OS 5 -1/2" DIA. LODGEPOLE P0575 3 I 2 24" MIN. © 18' DIA. CONCRETE FOOTING OVER 6' DEEP GRAVEL BASE CROWN FROM FOOTING TO DRAIN wl LEGEND: DRAIN PIPE 5 17 CONCRETE FOOTING lO TURF PER PLANTING PLAN AND SPECIFICATIONS 11 IL I SEE DEATL SECTION'C' O 6RA55PAVE 2, (600) 233 -1510, OR APPROVED EQUAL, 3 RAIL LODGE FENCE - SEE ELEVATIOI INSTALLED PER MANUFACTURER'S SPECIFICATIONS 2 O9 6 INSIDE DIA. STAINLESS STEEL SLEEVE TO ACCEPT POST. 4 O WASHED CONCRETE SAND INSTALLED PER MANUFACTURER'S SPEC IFIGATION , NOTE, S ® 95% COMPACTED CRUSHED MISCELLANEOUS BASE PER NAILED PLANK STAMPED CONCRETE BY SULLIVAN CONCRETE TEXTURE. MANUFACTURER'S ONTRACTOR - _ - SHALL OBTAIN CITY APPROVAL OF rllrllrllrl�_ © C SPECIFIC FENCING O5 TENSAR GE06RID, OR APPROVED EQUAL, INSTALLED PER III III iIII LA70LR PRIOR TO EXCAVATION OF POST LOCATION. MANUFACTURER'S SPECIFICATIONS 111111 VIII °I -- - - —M. © CONTRACTOR SHALL INSTALL END AND LINE POSTS AS REQUIRED BY JJI���JII� SPECIFIC LAYOUT. AVAILABLE FROM BOURBON VALLEY CO. RAIL FENCE, III = III = III = III = III —_ III — III — III — III — _III — _III — _III — _III —III— © 95% COMPACTED SUB GRADE TFIIF \ \ ^� C E E LUMBER, POMONA, TELEPHONE: (909) 626 -3591. =III =III — III —III — III =III - III -III= i HYDROGRO CRYSTALS (SOILS CONDITIONER) (PER= �m=m =( m(T711 =11 - / D ALL MEMBERS SHALL BE CCA TREATED LODGEPOLE PINE PER SPECS. =III =III -III R -111 - �g Q SPECIFICATIONS) SECTION O SECURE RAILS TO POST WITH 16D GALVANIZED NAILS. ( I ) AT EACH SCALE: 8' = I' -0" NOTE. SECTION /ELEVATION B 6 CONNECTION. SCALE: 1/4" = V -O" AND TE AVE 2 MATERIAL, H AVAILABLE R CRYSTALS O SUBMIT SHOP DRAWINGS VI LODGE FENCE, POST DETAILS E LAYOUT AND AND TENSAR 6E06RID AVAILABLE FROM INVISIBLE STAMPED CONCRETE PAVING FOR REVIEW AND APPROVAL PRIOR TO 5TRUGTURE5 1(600) 233 -1510 CONSTRUCTION. z U< Z F as GRASS PA\/E 2 4 SIMULATED BRIDGE © \/EOETED SHALE 2 �_ zz �Q W U UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS paUct PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT M AUIHUKIIY GALL : -`i .' a 31591 Camino Capistrano a® 111n' C/ C w ZfiT5 Gww.RJMdes9 9mupwmI (leLeJ mr a [9491493 -2690 fax Rj M TWO WORKING DAYS SIGN DATE �rP r `1f�? [91493 -2600 Ph°na SIGN DATE SIGN DATE DIRE(7TOlo7 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 EKED BI DRAWN EIAFE CHECKED ev: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD LocnnoN: SEE SHEET c -o.t HORIZONTAL DATE: «�I ��'\i�,t: �°1u= ENCINITAS COMMUNITY PARK 10630 =113 A. N0.'. 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P' AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.12 SHEET 77 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a 8 a a 8 m F o i 8 $ rc M m S a c �LLa n i� 9¢ IQ i� i zh � o a m m n PER PLAN AND DETAILS '1' 12' 4 14' ON SHEET L -2.1 i SGALt: 1/4" c D -O" O ADJACENT PAVING PER CONSTRUCTION PLAN. O POURED IN PLACE CONCRETE PAD SEE DETAIL 2/ SHEET L -2.I. COLOR: 'SPANISH GOLD' WITH RETARDANT FINISH BY 'RINCON', ETCH CODE NO: 5, TROWEL FINISH ALL EXPOSED CONCRETE PRIOR TO 'RINCON' APPLICATION. O 6" NON -SLIP STEEL TROWEL BAND, COLOR: 'SPANISH GOLD' ® EXPANSION JOINT (NP.) SEE DETAILS TON SHEET L -2.1. O CONTROL JOINT(TYP.), SEE DETAILS '1' ON SHEET L -2.1. © FURNISH AND INSTALL BENCH, MODEL NO. OIROYALH415 OR 02ROYAL54B, AVAILABLE FROM QUICK - CRETE. COLOR: Pb- COPPER (SEN2), TEXTURE: TT -ACID, SEALER: MATTE OR APPROVED EQUAL. O LIGHTING FIXTURE FOOTINO, SEE DETAIL 'A' ON SHEET E -1.2, UNLESS OTHERWISE SPECIFIED ON THE PLANS. SEE NOTE G HERE ON. O4'x5' DE516NAT5D ACCESSIBLE 5EATIN6 AREA. O FURNISH AND INSTALL WASTE / RECYCLE CAN, MODEL# 5LURB-36RBU, SKIN PATTERN : VERTICAL GRILLWORK, COLOR: EVERGREEN, TEXTURE: RAE =6012. AVAILABLE FROM FORMS AND SURFACES, CONTACT : KELLY MCKEOWN ® (blq) 9q1 -1535 OR APPROVED EQUAL. INSTALL PER THE CURRENT MANUFACTURER'S SPECIFICATIONS. @O PULL50X PER ELECTRICAL BNOINEBRIN6 PLANS NOTE: O SUBMIT GUT -SHEET OF ALL SITE FURNISHINGS FOR REVIEW e APPROVAL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. ( PROVIDE BLOCK OUT AREA FOR DONOR PLAQUES) © PREPARE 5U5SRADE PER 6EO7ECHNICAL 501L REPORT © IN SOME CASE5 ON THE PLANS, LIGHT FIXTURES ARE PLANNED AS FUTURE APPURTENANCES. IN THOSE GASES, CONSTRUCT PULL BOX PER ELECTRICAL PLAN. DO MANUFACTURER SHALL PROVIDE BLOCK OUT FOR DONOR PLAGUE (6" X5" SIZE) THE FINAL SIZE SHALL SUBMIT DURIN6 REVIEW. 5AGKLE55 BENCHES TO HAVE BLOCK OUT ON ENDS OF BENCHES, BENCHES WITH BACK5 SHALL HAVE BLOCK OUT IN MIDDLE OF BENCH BACK ACCESSIBLE CONCRETE BENCH 4 PAD 2 PER PLAN AND DETAILS T, '2' f '4' ON SHEET L -2.1 i I I I I I I LEGEND: CONTROL JOINT PER DETAIL I/ SHEET L -2.1 I 4 � q_p � B' I 3 2 POURED IN PLACE CONCRETE PAD PER I 5._p:: 5._p:: 3 L -2.1 I I DETAILS 2 / SHEET L -2.1. COLOR: SPANISH OO POURED IN PLACE CONCRETE PAD PER SOLD' WITH RETARDANT FINISH BY RINGON ETCH CODE NO: 5 TROWEL FINISH 4. SPANISH SOLD WITH RETARDANT FIN15H SGALt: 1/4" c D -O" O ADJACENT PAVING PER CONSTRUCTION PLAN. O POURED IN PLACE CONCRETE PAD SEE DETAIL 2/ SHEET L -2.I. COLOR: 'SPANISH GOLD' WITH RETARDANT FINISH BY 'RINCON', ETCH CODE NO: 5, TROWEL FINISH ALL EXPOSED CONCRETE PRIOR TO 'RINCON' APPLICATION. O 6" NON -SLIP STEEL TROWEL BAND, COLOR: 'SPANISH GOLD' ® EXPANSION JOINT (NP.) SEE DETAILS TON SHEET L -2.1. O CONTROL JOINT(TYP.), SEE DETAILS '1' ON SHEET L -2.1. © FURNISH AND INSTALL BENCH, MODEL NO. OIROYALH415 OR 02ROYAL54B, AVAILABLE FROM QUICK - CRETE. COLOR: Pb- COPPER (SEN2), TEXTURE: TT -ACID, SEALER: MATTE OR APPROVED EQUAL. O LIGHTING FIXTURE FOOTINO, SEE DETAIL 'A' ON SHEET E -1.2, UNLESS OTHERWISE SPECIFIED ON THE PLANS. SEE NOTE G HERE ON. O4'x5' DE516NAT5D ACCESSIBLE 5EATIN6 AREA. O FURNISH AND INSTALL WASTE / RECYCLE CAN, MODEL# 5LURB-36RBU, SKIN PATTERN : VERTICAL GRILLWORK, COLOR: EVERGREEN, TEXTURE: RAE =6012. AVAILABLE FROM FORMS AND SURFACES, CONTACT : KELLY MCKEOWN ® (blq) 9q1 -1535 OR APPROVED EQUAL. INSTALL PER THE CURRENT MANUFACTURER'S SPECIFICATIONS. @O PULL50X PER ELECTRICAL BNOINEBRIN6 PLANS NOTE: O SUBMIT GUT -SHEET OF ALL SITE FURNISHINGS FOR REVIEW e APPROVAL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. ( PROVIDE BLOCK OUT AREA FOR DONOR PLAQUES) © PREPARE 5U5SRADE PER 6EO7ECHNICAL 501L REPORT © IN SOME CASE5 ON THE PLANS, LIGHT FIXTURES ARE PLANNED AS FUTURE APPURTENANCES. IN THOSE GASES, CONSTRUCT PULL BOX PER ELECTRICAL PLAN. DO MANUFACTURER SHALL PROVIDE BLOCK OUT FOR DONOR PLAGUE (6" X5" SIZE) THE FINAL SIZE SHALL SUBMIT DURIN6 REVIEW. 5AGKLE55 BENCHES TO HAVE BLOCK OUT ON ENDS OF BENCHES, BENCHES WITH BACK5 SHALL HAVE BLOCK OUT IN MIDDLE OF BENCH BACK ACCESSIBLE CONCRETE BENCH 4 PAD 2 PER PLAN AND DETAILS T, '2' f '4' ON SHEET L -2.1 i IM PLAN VIEW SCALE: 1/4" = 1' -0" `_J O O O LE LEfEI O ADJACENT PAVING PER CONSTRUCTION PLAN. O POURED IN PLACE CONCRETE PAD SEE DETAIL 2 / SHEET L -2.1. COLOR: 'SPANISH 6OLD' WITH RETARDANT FINISH BY 'RINCON', ETCH CODE NO: 5, TROWEL FINISH ALL EXPOSED CONCRETE PRIOR TO 'RINCON' APPLICATION. ® 6" NON -SLIP STEEL TROWEL BAND, COLOR: 'SPANISH SOLD' ® EXPANSION JOINT (NP.) SEE DETAILS I ON SHEET L -2.1. OB CONTROL JOINT (NP.), SEE DETAILS I ON SHEET L -2.1. © FURNISH AND INSTALL BENCH, MODEL NO. GIROYAL54B OR 02ROYAL54B, AVAILABLE FROM QUICK - CRETE. COLOR: P6- COPPER (SEN2), TEXTURE: 7T -ACID, SEALER: MATTE OR APPROVED EQUAL. O LIGHTING FIXTURE FOOTING, SEE DETAIL 'A ON SHEET E -1.2, UNLESS OTHERWISE SPECIFIED ON THE PLANS. SEE NOTE C HERE ON. ® FURNISH AND INSTALL WASTE / RECYCLE CAN, MODEL# 5LURB-36R5U, SKIN PATTERN : VERTICAL GRILLWORK, COLOR: EVERGREEN, TEXTURE: RAL #6012. AVAILABLE FROM FORMS AND SURFACES, CONTACT : KELLY MCKEOWN 6 (b Iq) 991 -1835 OR APPROVED EQUAL. INSTALL PER THE CURRENT MANUFACTURER'S SPECIFICATIONS. p PULLBOX PER ELECTRICAL ENGINEERING PLAN. G SUBMIT GUT -SHEET OF ALL 517E FURNISHINGS FOR REVIEW 6 APPROVAL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. ( PROVIDE BLOCK OUT AREA FOR DONOR PLAGUES) © PREPARE SUB6RADE PER GEOTECHNIGAL SOIL REPORT © IN SOME GASES ON THE PLANS, LIGHT FIXTURES ARE PLANNED AS FUTURE APPURTENANCES. IN THOSE GASES, CONSTRUCT PULL BOX PER ELECTRICAL PLAN MANUFACTURER SHALL PROVIDE BLOCK OUT FOR DONOR PLAGUE (b" X5" SIZE) THE FINAL SIZE SHALL SUBMIT DURING REVIEW. BAGKLE55 BENCHES TO HAVE BLOCK OUT ON ENDS OF BENCHES, BENCHES WITH BACKS SHALL HAVE BLOCK OUT IN MIDDLE OF BENCH BACK CONCRETE BENCH 4 PAD I I I I I LEGEND: CONTROL JOINT PER DETAIL I/ SHEET L -2.1 I 4 � q_p q_p I 3 2 POURED IN PLACE CONCRETE PAD PER I 5._p:: 5._p:: 3 L -2.1 DETAILS 2 / SHEET L -2.1. COLOR: SPANISH OO POURED IN PLACE CONCRETE PAD PER IM PLAN VIEW SCALE: 1/4" = 1' -0" `_J O O O LE LEfEI O ADJACENT PAVING PER CONSTRUCTION PLAN. O POURED IN PLACE CONCRETE PAD SEE DETAIL 2 / SHEET L -2.1. COLOR: 'SPANISH 6OLD' WITH RETARDANT FINISH BY 'RINCON', ETCH CODE NO: 5, TROWEL FINISH ALL EXPOSED CONCRETE PRIOR TO 'RINCON' APPLICATION. ® 6" NON -SLIP STEEL TROWEL BAND, COLOR: 'SPANISH SOLD' ® EXPANSION JOINT (NP.) SEE DETAILS I ON SHEET L -2.1. OB CONTROL JOINT (NP.), SEE DETAILS I ON SHEET L -2.1. © FURNISH AND INSTALL BENCH, MODEL NO. GIROYAL54B OR 02ROYAL54B, AVAILABLE FROM QUICK - CRETE. COLOR: P6- COPPER (SEN2), TEXTURE: 7T -ACID, SEALER: MATTE OR APPROVED EQUAL. O LIGHTING FIXTURE FOOTING, SEE DETAIL 'A ON SHEET E -1.2, UNLESS OTHERWISE SPECIFIED ON THE PLANS. SEE NOTE C HERE ON. ® FURNISH AND INSTALL WASTE / RECYCLE CAN, MODEL# 5LURB-36R5U, SKIN PATTERN : VERTICAL GRILLWORK, COLOR: EVERGREEN, TEXTURE: RAL #6012. AVAILABLE FROM FORMS AND SURFACES, CONTACT : KELLY MCKEOWN 6 (b Iq) 991 -1835 OR APPROVED EQUAL. INSTALL PER THE CURRENT MANUFACTURER'S SPECIFICATIONS. p PULLBOX PER ELECTRICAL ENGINEERING PLAN. G SUBMIT GUT -SHEET OF ALL 517E FURNISHINGS FOR REVIEW 6 APPROVAL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. ( PROVIDE BLOCK OUT AREA FOR DONOR PLAGUES) © PREPARE SUB6RADE PER GEOTECHNIGAL SOIL REPORT © IN SOME GASES ON THE PLANS, LIGHT FIXTURES ARE PLANNED AS FUTURE APPURTENANCES. IN THOSE GASES, CONSTRUCT PULL BOX PER ELECTRICAL PLAN MANUFACTURER SHALL PROVIDE BLOCK OUT FOR DONOR PLAGUE (b" X5" SIZE) THE FINAL SIZE SHALL SUBMIT DURING REVIEW. BAGKLE55 BENCHES TO HAVE BLOCK OUT ON ENDS OF BENCHES, BENCHES WITH BACKS SHALL HAVE BLOCK OUT IN MIDDLE OF BENCH BACK CONCRETE BENCH 4 PAD 6" 6" TrP.TYP. PLAN VIEW SCALE: 1/4" = I' -0" NOTES: GSUBMIT GUT -SHEET OF ALL 517E FURNISHINGS FOR REVIEW 6 APPROVAL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. ( PROVIDE BLOCK OUT AREA FOR DONOR PLAQUES ) AT THE END OF EACH TABLE. IS PREPARE SUBGRADE PER GEOTEGHNIGAL SOIL REPORT G FINA FSIZE SHALL SHALL DURING REVIEN OUT FOR DRAWI PLAGUE (6" X8" SIZE) THE NOTES, OO I ACCORDANCE WITH PROJECT SPECIFICATIONS. ( PROVIDE BLOCK OUT FOR DONOR PLAOUES ) AT THE END OF EACH TABLE. 8 C PREPARE SUBGRADE PER SEOTECHNICAL SOIL REPORT MANUFACTURER SHALL PROVIDE BLOCK OUT FOR DONOR PLAQUE (b" X5" SIZE) THE FINAL SIZE SHALL SUBMIT DURING REVIEW OF SHOP DRAWINGS. GROUP PIGNIG TABLE 4 PAD 1 4 I SINGLE PICNIC TABLE 4 PAD 13 UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS V��OA�P� / PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GYtIe Ie : 31591 Camino CapLstrane u www.RJMdesg gruuV.mm26T$ 6�QWP [9491493-2690 fax Rj M TWO WORKING DAY5 SIGN DATE [91493 -2600 Ph°"a SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN NED Bv: DRAWN SBYFE CHECKED ev: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: " y _ ENCINITAS COMMUNITY PARK 10630 =G A. N0.'. 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.13 HEET �s OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA >6' LEGEND: CONTROL JOINT PER DETAIL I/ SHEET L -2.1 24' i e,r- 'e -Nr-'' 0 CONTROL JOINT PER DETAIL I / SHEET q_p q_p 3 2 POURED IN PLACE CONCRETE PAD PER 5._p:: 5._p:: 3 L -2.1 DETAILS 2 / SHEET L -2.1. COLOR: SPANISH OO POURED IN PLACE CONCRETE PAD PER SOLD' WITH RETARDANT FINISH BY RINGON ETCH CODE NO: 5 TROWEL FINISH 4. SPANISH SOLD WITH RETARDANT FIN15H ALL EXPOSED CONCRETE PRIOR TO -j > F RINGON' ARLIGATION. �j O3 PRECAST CONCRETE PICNIC TABLE BY RINCON' ETCH CODE NO: 5 (ROWEL FINISH ALL EXPOSED CONCRETE PRIOR TO 'RINCON' ARLICATION. MODEL= F6_ TABLE/ QA 2), 7EX -ADA, COLOR: P6- COPPER /TEN2), TEXTURE: O PRECAST CONCRETE PICNIC TABLE Q MODEL= ARC TABLE/ COLOR: 1'7 -ACID, SEALER:MA TE. AVAILABLE b FROM QUICK -CRETE PRODUCTS. CONTACT TEXTURE: T7, a P6-COP:MA (6EN2) TEXTURE:T7-AGID, SEALER:RE TTE AVAILABLE FROM APNROVED EQUAL IN5TAL31PER THE R CURRENT MANUFACTURERS CURRENT MANUFACTURER'S 3 QUICK -CRETE PRODUCTS. CONTACT CYNTHIA GHAVEZ ®(95U "13"1 -6240 OR APPROVED EQUAL. INN57ALL PER ®FURNISH AND INSTALL WASTE / RECYCLE - THE - a CURRENT MANUFACTURER'S SPEGIFIGATIONS. GAN MODEL# SLURB- 56RBU, SKIN PATTERN : VERTICAL GRILLWORK, O - F O — FURNISH AND INSTALL WASTE / RECYCLE - R COLOR: EVERGREEN TEXTURE: RAL #6012. `r m IU GAN PATTERN < SLURB- VERTICAL F SOW PATTERN : VERTICAL SRI LLWORK, �> AVAILABLE FROM FORMS AND SURFACES, F CONTACT : KELLY MGKEOWN ® (bl9 991 -1538 OR APPROVED EQUAL. 4TALL PER THE CURRENT MANUFACTURERS SPECIPICATION5. AVAAB EEFROMEFOTEXTURE; MS AND SURFACES CONTACT : KELLY MGKEOWN ® (619) 991 -1838 OR APPROVED EQUAL. INSTALL PER THE CURRENT MANUFACTURERS R9b„ OS EXPANSION JOINT PER DETAIL I / SHEET - O ION IN 2 O EXPANSION JOINT PER DETAIL I /SHEET EXPANS © 5I6 UNIT MQDEE, V 4111 AVAILABLE EMBEDDED BASE, AVAILABLE FROM EMBEDDED PILOT ROCK (500) 762-5002 OR PLAN VIEW © BBQ UNIT MODEL'S A -20/5 B2 EMBEDDED AVAILABLE FROM PILOT AVAILABLE INSTAL APPROVED EQUAL. INSTALL PER THE BASE ROCK, SCALE: /4" c -O" (800f OR APPROVED EQUAL. CURRENT MANUFACTURERS MSTALL PER THE CURRENT 2 b" 6" rj MANUFACTURERS SPECIFICATIONS. 7 TYP O 6" NON-SLIP STEEL TROWEL BAND. COLOR O 6" NON -SLIP STEEL TROWEL BAND, COLOR: 'SPANISH SOLD' 1 6" 6" TrP.TYP. PLAN VIEW SCALE: 1/4" = I' -0" NOTES: GSUBMIT GUT -SHEET OF ALL 517E FURNISHINGS FOR REVIEW 6 APPROVAL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. ( PROVIDE BLOCK OUT AREA FOR DONOR PLAQUES ) AT THE END OF EACH TABLE. IS PREPARE SUBGRADE PER GEOTEGHNIGAL SOIL REPORT G FINA FSIZE SHALL SHALL DURING REVIEN OUT FOR DRAWI PLAGUE (6" X8" SIZE) THE NOTES, OO I ACCORDANCE WITH PROJECT SPECIFICATIONS. ( PROVIDE BLOCK OUT FOR DONOR PLAOUES ) AT THE END OF EACH TABLE. 8 C PREPARE SUBGRADE PER SEOTECHNICAL SOIL REPORT MANUFACTURER SHALL PROVIDE BLOCK OUT FOR DONOR PLAQUE (b" X5" SIZE) THE FINAL SIZE SHALL SUBMIT DURING REVIEW OF SHOP DRAWINGS. GROUP PIGNIG TABLE 4 PAD 1 4 I SINGLE PICNIC TABLE 4 PAD 13 UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS V��OA�P� / PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GYtIe Ie : 31591 Camino CapLstrane u www.RJMdesg gruuV.mm26T$ 6�QWP [9491493-2690 fax Rj M TWO WORKING DAY5 SIGN DATE [91493 -2600 Ph°"a SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN NED Bv: DRAWN SBYFE CHECKED ev: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: " y _ ENCINITAS COMMUNITY PARK 10630 =G A. N0.'. 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.13 HEET �s OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a u 8 3a 8 m 2 0 £ z 8$ n SO SO r 0. TL �LLa n i� 9¢ IQ i� zh � o a m m n Is b Leg= O TS 4 x 5 X 114 TUBULAR STEEL FRAME. 2 I Is Iq 2' -0" SEE CONST6 GTION PLAN O I" X 2 -1/2" HORIZONTAL TUBULAR STEEL RAIL. Iq 4 e14L O 5/5" X 5/5" X 11 GA. TUBULAR STEEL PICKETS. 4 10" 10" 14" EQ. EO. 10" ® STANDARD SPLIT FACE BLOCK WALL PER N DFT. 2 / SHT. L -2.10. REFER TO CIVIL PLAN FOR v Lv °� 4" 2,. ADDITIONAL INFO. 21 I" Q5 SQUARE BLOCK HINGE WITH STAINLESS STEEL PIN BY 21 I$ JANSEN. MODEL NO. 5HSO6. PROVIDE 5 HINGES PER 18 I II SWINGING GATE, AS INDICATED. (500) 425 -02-71. O 1100 �--I• 16 © TS 5 X 5 X 114 TUBULAR STEEL POSTS. `D O s 5 C -R 2 O FIRE DEPARTMENT APPROVED GATE HARDWARE (KNOX 4 TYF- BOX). 21 21 14 Ilk 11 ® 1/2" DIA. LOCKABLE CANE BOLT WITH 5/4" X Cl" DEEP GALVANIZED STEEL SLEEVE IN CONCRETE PAVING TO RECEIVE CANE BOLT IN OPEN AND CLOSED POSITIONS. � SEE PLANS n 5 3 0 n - .•__ -( — 1/4 qO CONCRETE FOOTING PER SECTION 'A' OF THI5 SHEET. u 1 00 5 /5" THICK X 5" X 5" BASE PLATE 10 m SECTION / ELEVATION SCALE: 1/2" IS I' -O" " q 17 3 rv_ m � U = m 12 (5) #5 TIES ® 2" O.G. u u (4) 6 X J W/ 5 TIES ® 12" O.O. ---- - -�'- COLT. NoT> =5. OH ALL TUBULAR STEEL FENCING SHALL RECEIVE THE FOLLOWING ALL b YYII s' -esa O3 CURB PER CIVIL PLANS APPLICATIONS TO TUBULAR MEMBERS: -I. 24" DIA. SURFACE PREPARATION: ZING THERMAL SPRAYED METALIZED FINISH (2 MIL I- q F OJE�iT0� �A� ® FINISH GRADE MINIMUM) AS PROVIDED BY ZING NATION OR APPROVED EQUAL. JI - POST FOOTING ICI s ' GHAMF ER. NATURAL INTERMEDIATE TNEMEC SERIES -4.0 MILS AS DFT. TOP : UUVXI AT 3.0 50 MILS DEFT. D20 GREY WITH RETARDANT FINISH BY 'RINGON' OR I 1= =ITI III CONTRACTOR SHALL PROVIDE INFOPMA71OIN BELOW PART OF THE SHOP APPROVED EQUAL. ETCH CODE NO. III III —III- DRAWING SUBMITTAL - ALL ITEMS REQUIRED FOR FIRE DEPT. APPROVAL OFOR TOUGH -UP OF FIELD WELDS: ARE TO BE INCLUDED AS PART OF THE BASE BID PRICE. ANY ADDITIONAL © 16 5 X I6 SPLIT FAGS BLOCK, GROUT ALL CELLS. PRIME GOAT: TNEMEG SERIES 90-9-7 TNEME-ZING AT 2.5 -5.5 MILS DFT ITEMS REQUIRED FOR THIS GATE ASSEMBLY NOT NOTED WILL BE PROVIDED INTERMEDIATE GOAT: NEMEG SERIES L6q EPDXOLINE 11 AT 2.0 -4.0 MILS C L COLOR :TAN. AVAILABLE FROM ORGO BLOCK CO. INC. DFT. TOP GOAT: TNEMEG SERIES -750 UVX AT 5.0 -5.0 MILS DFT BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. THE FINAL COLOR TO SELECTED BY THE CITY. OJ ALL METAL SHALL BE METALIZED, PRIMED AND PAINTED PER SPECS. COLOR BUILDING PERMIT M II -1246 i (5) #4 X n EA. WAY T 4 B SHALL BE MOSS GREEN. SECURITY 6ATE5 NOTE: ® (4) #5 X J FULL HT. ALL SATES PROVIDINS ACCESS FROM A ROAD 19' -10" LEGEND' MOST DEPENDABLE FOUNTAINS INC. TO A DRIVEWAY SHALL BE LOCATED A MINIMUM OF 30 FEET FROM THE NEAREST EDGE q (5) #5 E.W. O POURED IN PLACE CONCRETE W/ 1 -1/2" 5705 COMMANDER DR. P.O. BOX 587 q 4 0 q CHAMFER. " SPANISH 60LD" WITH 'OPTIMUS' ARLINGTON, TN 38002-0587 TOLL FREE: I- ND652L331 OF THE ROADWAY AND 51 BE AT LEAST TWO FEET WIDER THAN THE WIDTH OF THE RETARDANT FINISH BY OR PHONE: (901) 867-0039 ><5 TIES ®5" O.G. W APPROVED EQUAL. ETCH CODE: MICRO FAX: (901) 8674008 TRAFFIC, LANE(5) SERVING THE SATE. AN 10' 5AND (05) - TROWEL FINISH ALL MOSSE emxe =eEx www.mosWependable.cwn NOTE AUTOMATIC GATE ACROSS A FIRE ACCESS Q SECURE RAIL TO PILASTER W/ /4" PLATE AND BAR h _ EXPOSED CONCRETE PRIOR TO FOUNTAINS.wO. OR DRIVEWAY SHALL BE EQUIPPED _ ' " •+ ''- - "" Q "OPTIMUS" APPLICATION PA OPPOSEE SIDE - WITH AN APPROVED EMERGENCY 10 10 Q (2) +4 CONTE. MEFEaEOVUOE KEY - OPERATED SWITCH OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. :< .. ", OA ENGE MEMBERS TO BE I I GAUGE UNLESS OTHERWISE -;p PA 10 A- Q ><4 X J ® 12" VERT. TYP, EA FACE a• ® SHOWERNAUE BELOW cLOMxG MEFEREOVUVE A GATE ACCESSING MORE THAN FOUR RESIDENCES OR RESIDENTIAL LOTS OR A SATE NOTED. A PA 4 ADJACENT CONCRETE PAVINS PER O LEISH I ACOE551N5 HAZARDOUS INSTITUTIONAL, EDUCATIONAL OR ASSEMBLY OCCUPANCY ® CONTRACTOR TO PROVIDE SHOP DRAWING OF PROPOSED m SKATE PARK PLAN HOOK SROUP STRUCTURE, SHALL ALSO BE EQUIPPED FENCING FOR A5ENGY'S AUTHORIZED REPRESENTATIVE'S 2T' -10' I5 -q WITH AN APPROVED EMERGENCY TRAFFIC REVIEW AND APPROVAL PRIOR TO FABRICATION. PA SO EXPANSION JOINT PER DETAIL I/ SHEET OUCxcLOSEVALVE NOTE: CONTROL - ACTIVATING STROBE LIGHT SENSOR L -2.1 PLAN VIEW q ,.FEET STATION To BE INSTALEDOR ALL STAND OR OTHER DEVICE APPROVED BY THE FIRE © TOP OF FENCE ELEVATION TO REMAIN CONSTANT. REFER TO SCALE: I /Ib" = Ib" COMPACTED SUBGRADE PER ALONE DOGGIE DRINNNG FOUNTAx. 8' STEEL FIFE SAN DIEGUITO WATER DISTRICT TO APPROVE CODE OFFICIAL, WHICH WILL ACTIVATE THE GRADING PLAN 6EOTEGHNIGAL REPORT. PRIORTOINSTnLUneN. IS GATE ON THE APPROACH OF EMERGENCY 5 QFINI5H 2. CONTRACTORANYPROPOSEEQUAL FOR REVIEW APPARATUS WITH A BATTERY BACK -UP oR W NnoN REINFORCED 3 ANDAPPROVALSYCITY MANUAL MECHANICAL DISCONNECT IN CASE OF O WELDING: BEVEL ALL MEMBERS PRIOR TO WELDING. ALL GRADE PER CIVIL ENGINEERING rvnoxaRAleTUBING WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. DWG. IWATERSUPMx BxAFEasuPPLn POWER FAILURE. AN AUTOMATIC GATE SHALL 5' -b" I' -6" 4. avxOE ' INSTALL FOOTING MEET FIRE DEPARTMENT POLICIES DEEMED ® +4 0 12^ O.C. EA -FACE CONT. NECESSARY BY THE FIRE CODE OFFICIAL FOR OE FABRICATION SHALL BE PER FIELD MEASUREMENTS STAINLESS AND REINFORCEMENT RAPID, RELIABLE Access. AN AuroMArlc CONDUCTED BY CONTRACTOR. 5'-6" 1' -6" - O9 WALL PER SKATE PARK DRAWINGS eI DOORS PER THE CURRENT GATE SERVINS MORE THAN ONE DWELLINS OR = @ RESIDENTIAL LOT IN EXISTENCE AT THE TIME OF ADOPTION IS REQUIRED O CONTRACTOR TO PROVIDE SHOP DRAWING PROPOSED III =1�'- LIGHT POLE PER ELECTRICAL PLAN III —f MANUF. SPECIFICATIONS ,v OF THIS CHAPTER TO INSTALL AN APPROVED EMERGENCY FF BAT PA FENCING GATE HARDWARE, HINGES, LOCKS, PADLOCK, =III =III = =III ` O III III III III III III III III III III III III III III III III ` IGLR. KEY- OPERATED SWITCH OR OTHER MECHANISM MOTORS, SENSORS, ETC. FOR CITY'S AUTHORIZED I II III —III III III III —III III III =1 I III - 7 1111 III —III III 111..,111 =III III III — III °I _ . -i � -' APPROVED BY THE FIRE CODE OFFICIAL, AT AN APPROVED LOCATION, WHICH OVERRIDES REPRESENTATIVE'S REVIEW AND APPROVAL PRIOR TO 1 =1 III III III —III III III III =1' "" iq. III— - —III I'll =1111 'I — III ,, III —III- a� ° �• • � ALL COMMAND FUNGTION5 AND OPENS THE FABRICATION. 1 __ III —II 1= III =11 I! ' I BATE. A PROPERTY OWNER SHALL COMPLY © ALL MASONRY SURFACES TO RECEIVE SEALANT, WATER 1111 1 I II 1 111 (III III oPrroTERSUNLESS DaixsPS oPrroxALSrxrvlESS sreu suaEACE am� wnn:aom sTE¢suRFACECSnaIER,pe EXPRIESS,X WATER WITH THI5 REQUIREMENT WITHIN 90 DAYS OF RECEIVING WRITTEN NOTICE To COMPLY. WHERE REPELLENT COATING, AND GRAFFITI - RESISTANT COATING. SEALANTS - ALL EXPOSED MASONRY UNIT SHALL BE SEAL III III III III —I'ttt _ fill II 1111 '11 =11 (III IIkJ" (III III rvLf9IxLwE -� VACUUM THI5 SECTION REQUIRES AN APPROVED KEY - OPERATED SWITCH, IT MAY BE WITH WATER - REPELLENT 6RAFRTI- RESISTANT COATING BY - M warealry aREAIEa � THE CONTRACTOR. 111: II - DUAL -KEYED OR EQUIPPED WITH DUAL 11-111-111 =11= 111 =1=I' m - a ' -Ill= 111 - 111 -111 =' 8 - - WAPEROm- - � SWITCHES PROVIDED TO FACILITATE ACCESS WATER- REPELLENT COATING -MICRO -SEAL SILANE BY - V SECTION xms _ 750 / xUATIO EORBECOS. BY LAW ENFORCEMENT PERSONNEL. ELECTRIC RAINC-oUARD INTERNATIONAL, TEL. PH.: (619) 590 -2001, OR SPECIFICATIONS, z. INSFMNTMNIS 657E OPENERS, WHERE PROVIDED, SHALL BE APPROVED EQUAL, FINISH/ COLOR NO SHEEN OR GRANGE V- - - - 1,1111����I RCaMDWFH INLINEV ]. GPMFLGW RESiRIGi1M REURK RRSS pRRIER LISTED N ACCORDANCE WITH UL 325. 6ATE5 IN SUBSTRATE. III VII11„ 1PLLISPi SHOWN WiHOPTION&ST a. sxowry wrtx oPrlorvALSixrvLESS Sn :asuRFACECARRIER,ce. STEEL INTENDED FOR AUTOMATIC OPERATION SHALL GRAFFITI- RESISTANT COATING - VANDLGUARD 10 BY FJ MODEL 325 SM PET COMFORT STATION BE DE515NED, CONSTRUCTED AND INSTALLED PAINGUARD INTERNATIONAL, TEL. PH.: (619) 5qO -2001, OR TO COMPLY WITH THE REQUIREMENTS of ASTM 1 1 SHOWN w:UPnoxusssuRrACeaRweR,ce F2200. CFO SECTION 503.6 (LOCAL APPROVED EQUAL. FINISH /COLOR LOW SHEEN FINISH, �/ AMENDMENT)" CLEAR IN COLOR TERRACE SEATINO SKATE FARK - BID ALT. # 5E3 I$ 5C, 1 3 IFET DRINKING FOUNTAIN (BID ALT.)l 2 TUBULAR STEEL GATE Tj UNDERGROUND 5EER/VICE ALERT SAN ELIJO JOINT POWERS 1r"p5f'APF / PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT a' AUIHUKIIY GYl L L : A 31591 Camino CapLsoanD u Or L11q`.f� 8 a' C www.R.Mdes9n9:oup.com2fi75 GWP t v Rj M mr a [9491493 12690 fax TWO WORKING DAYS �rP [9491493 -2600 phone SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG r `1f�? CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 BY: DRAWN CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENED BBYFE EU DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: AWaFW2 A. N0.'. 2502 ow RECD DED APPR _ ENCINITAS COMMUNITY PARK 10630 -13 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL SHEET 79 OF 201 ELEVATION: 215.640 DATUM:NGVD 29 LA WY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.14 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a 8 a G If I 0 �A i t A B $ rc a) m 0 a r -n N i� 9¢ IQ i� i zh � o a m m n PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA PLAYGROUND SCHEDULE - BID ALT. # 6 NOTES 2 I ORESILIENT SURFACING SHALL BE CONSTRUCT: INSTALL PER CURRENT INSTALLED WITH UV ALPHATIC BINDER. MANUFACTURER'S INSTALL PER THE CURRENT RECOMMENDATION S m m A_ LEGEND. A MANUFACTURER'S SPECIFICATIONS. MODEL NUMBER: FL u 4 N m N OI }" MIN RESILIENT SURFACING WEARING COURSE. OB RESILIENT SURFACING SHALL BE E-7 SLOPE PER Purr SLOPE PER PLAN O CUSHION DEPTH PER MANUFACTURER'S INSTALLED BY A PRE- QUALIFIED INSTALLER N.P.S.I. CERTIFIED AND EI RESILIENT SURFACE REFER DETAIL 2 / _ SPECIFICATIONS. SHALL MEET THE REGNUIREMENT5 BY THE 4 Z �' -2 SHEET L -2.15 IIHIH• .� v ;. .. 1% TO RAIN, MANUFACTURER. THE INSTALLER SHALL m -m m m m pl -m .m- m N 3 5" CONCRETE BASE OR AS INDICATED. -m -m- Q ' 4TH - - REINFORCEMENT AS SHOWN. HAVE COMPLETED AT LEAST IO PROJECTS SIMILAR IN SIZE AND SCOPE E I E9 E2 O 2 -5 YRS. PLAY STRUCTURE KOMPAN, MODEL = 3 AVAILABLE T -m T "O.G IN THE LAST FIVE (5) YEARS. IN THE .... ' � ` ..:" • AT ftEGREATION REPUBLIC AT RECREATION F7 T SECTION 4O =4 ® Ib EA -WAY AT MIDDLE DEPTH OR SLAB. NC. OR EQUAL. CONTACT oio SCALE: CONTRACTOR SHALL SUBMIT 12"X12" 5 ADJACENT CONCRETE PLAYGROUND EDGE OR WALK. ALIPHATIC BINDER COLOR SAMPLE OF - P'1. SUZANNE ANVFR5014 8 (-1 510-1886 SEE LANDSCAPE PLANS FOR LOCATION, EACH COLOR SPECIFIED TO THE CITY 8 O6" N05 DRAIN W/ FLUSH GRATE PER CIVIL FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. � O 5 -12 YRS. PLAY STRVGNRE KOMPAN, MODEL = EN6INEERS PLANS /'� O RESILIENT SURFACING SHALL BE Ell ORT8863WP5 AVAILABLE AT �) EXPANSION JOINT PER DETAIL 'I', SHEET L -2.1. POURED -IN -PLACE 'KID KRETE' BY EMC, INC. OR APPROVED EQUAL. AVAILABLE -_` RECREATION REPUBLIC INC. OR EQUAL. CONTACT Uy� IS 90% COMPACTED SUB6RADE. FROM RECREATION REPUBLIC. SUZANNE ANDERSON CONTACT: SUZANNE ANDERSON 0(760) NNNNEN "— I( -f60) 510 -1556 ODIMENSION WILL VARY BASED UPON FALL ZONE 690 -4030 �- -- DEPTH OF RESILIENT SURFACE. SEE SPECIFICATIONS. POURED IN PLACE RESILIENT -. 3 —� �' E4 SWING KOMPAN, MODEL # SURFACING MUST BE INSTALLED BY A / AVAILABLE MANUFACTURER- APPROVED INSTALLER. AT RECREATION AT RECREATION REPUBLIC E INC. OR EANDER CONTACT SUZANN ANDERSON SUZANNE RESILIENT SURFACE EDGE (BID ALT. # (0) 2 3 ICTI5'°-'886 ES MODEL ! GON51515 _ \ 60RIG SKATEBOARD AVAILABLE AT e NONE RECREATION REPUBLIC. _ INC. OR EQUAL. CONTACT: SUZANNE ANDERSON El 1(760) 5101 b E5 0 60RIC IGARUS MODEL u CON20510 AVAILABLE AT RECREATION REPUBLIC, INC. OR EQUAL. CONTACT: PLAN VIEW - BID ALT. #6 SUZANNE ANDERSON an SCALE: 1" = 20' -1 1(760) 5101 O 601 WIND SURFER MODEL • CON51521 AVAILABLE AT RECREATION REPUBLIC INC. OR EQUAL. CONTACT: SUZANNE ANDERSON 1060) 5101 O 60RIC WHIRLWIND TALL MODEL # CON55O AVAILABLE AT RECREATION REPUBLIC, INC. OR EQUAL. CONTACT: G SUZANNE ANDERSON 4a 1(760) 510 1 A E9 60RIC RODEO MODEL • CON40141 AVAILABLE AT RECREATION REPUBLIC oo INC. OR EQUAL. CONTACT -[ SUZANNE ANDERSON NOTES 1(700) 510 -1556 I CONTRACTOR SHALL SUBMT I pUART COLOR SANPLE OF EACH COLOR SPECIFIED PRIOR TO INSTALLATION. I® SPINNER BOWL MODEL a ELE40024 2 RESILIENT SURFACNG TO BE KID KRETE' AVAILABLE FROM __ G = VV..�.,_, AVAILABLE AT RECREATION REPUBLIC. 060) 690 -4030. CONTACT SUZANNE RECREATION REPUBLIC ANDERSON __ INC. OR EQUAL. CONTACT: 3. CHECK WITH CTURER of INSTALLED PLAYGROWD ,;;;;;'° - ===� SUZANNE ANDERSON OR AL- EpLPMBJT FOR ALL FALL V£Ki14TS. 1(760) 510 -1556 C EII SUPERNOVA MODEL u GXI AVAILABLE AT vvvv gip. - °- RECREATION REPUBLIC EQUAL CONTACT SUZANNE SUZANNE ANDERSDN E 1(760) 510 1 \0--S RESILIENT SURFACE FINISH SCHEDULE - BID ALT. # 6 EI ELEPHANT PLAY MODEL • ERN820D OMANUFACTURED 57AINLESS STEEL OR MAIN O CROSSBARS, SUPPORT POLES AND SAFETY DESCRIPTION: j 1� F ROTATING MINI NET AVAILABLE AT SUPPORT POST SHOULD BI X 1/6 INCH) HOT BARS SHALL BE MADE OF 35 MM AND 42MM ? .'.111 WITH DECK RECREATION REPUBLIC DIP GALVANIZED STEEL TUBES, COVERED BY A HOT DIP GALVANIZED STEEL TUBING (1 -1/2" AND '1' INC. OR EQUAL. CONTACT THICK LAYER OF SPECIALLY FORMULATED UV - T /6 "). COLOR: El 75% BRIGHT RED /25% TERRA GOTTA c X111 L SUZANNE ANDERSON AND OZONE STABILIZED, IMPACT AND WEAR FINISH: ji11ij1" 1(760) 510 -1556 RESISTANT, M RUBBER Q C E E RUBBER LAYER 15 APPLIED BY SHALLLOBERCONSTRIUCTED OFL 9 MM (5/49 UV COLOR: El 60% YELLOW / 20% SAND / 20% ORANGE D VULCANIZATION - A PROCESS THAT DIRECTLY STABILIZED THROUGH- COLORED HOT PRESS FINISH: APPLIES THE RUBBER AROUND THE STEEL USING PRESSURE. NO POWDER COATING WILL BE LAMINATED EXTRUDED H16H DENSITY POLYETHYLENE F ALLONED IN THE MAIN A FEW ACCENTT COMPONENTS. LIMITED O ROPES/NET5 SHALL BE MADE OF STEEL El COLOR: 60% PURPLE / 20% SAND /20% ORANGE E D IISH: REINFORCED UV- STABILIZED POLYPROPYLENE. O HEIGHT ADJUSTABLE AND EASY DETACHABLE ULTIMATE TENSILE STRENGTH OF THE ROPE 15 AT F FOOTINGS MADE OF HOT DIP GALVANIZED 2.5 MM THICK ROLL FORMED STEEL PROFILE WITH LEAST 5500 LB. COLOR: 50% ROYAL BLUE / 50% SKY BLUE BUILT-IN ALUMINUM EXPANSION ELEMENTS TO O ROPESMETS SHALL BE MADE OF MADE OF D FINISH: PLAN VIEW -BID ALT. 06, RESILIENT SURFACING ENSURE A STABLE CONNECTION BETWEEN POSTS STEEL REINFORCED UV- STABILIZED SCALE: " = 20' -0" AND POOTINGS. THE CONNECTION BETWEEN POLYPROPYLENE. POSTS AND EXPANSION ELEMENTS 15 PROVIDED BY 6 PCS MIO BUTTON HEAD BOLTS. O COLOR: FOUIPMENT SHALL ET SAFETY 75% 6RAY/25% BLACK O PLATFORM INFILL SHALL BE UV STABILIZED SEAN DI ELINES ARE 8 96 (5), GPSG (6), AND ENELI (5) TION WITH A FIN OR: 50% SKY BLUE / 50% EGG SHELL MATERIAL THICKNESS OF 5MM.ONATE O O PRIMARY CONNECTORS SHALL BE DIE OAST SURFACING MUST BE INSTALLED BY AT ALUMINUM THAT HAS BEEN ALLOYED MANUFACTURER APPROVED INSTALLER COLOR: 50% ORANGE / 50% SAND SPECIFICALLY FOR OUTDOOR ENVIRONMENTS. F51 FINISH: PLAYO ROUND - B 1 D ALT. #6 1 UNDERGROUND 5EER/VIrGE ALERT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ENUct a® G YOt.,L L : A 31591 Camino CapLshane 111n�V 8 a U C www.RJMdesg gmup,mm2fi75 �WP v Rj M mr a [9491493 -2690 fax TWO WORKING DAYS �rP [91493 -2600 Ph°na SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG r `1f�? CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 BY: DR N CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EKED SBnFE EU DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED Aw UNDER SUPERVISION OF DATE: � A. N0.'. 2502 RECD DED APPR y _ ENCINITAS COMMUNITY PARK 10630 -13 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL SHEET 80 OF 201 ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.15 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA IT n a e � 90 _ o �a E i Is 8 E JII �1m F �n oa ON i� w a o 9a iN 2 N 0 a yr on I r I' ID' 0, 7T 5' S' 3' LEVEL AREA 4' I I 4 4 ... ... ... Q— — —�— — — — — — — — — i— 2 -I III- -111 III -III —I -_ NMI 1-1 F INFCIF CIF INFINFINFINF�I �I1 -11I =III 1 =1 1 -III 1 1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =11 1 =11 1 =1I I -1 � 1= 1 -� 1 =I 1 =1 1 -1 1 =1 1- -1 �, 11 11 11 =1111 III III =1 =1 =1 1 =1 1 =1 1 =1T 1 2 =1 I_ 11 - 1I - 11 - 11 SETION A —A 3 SCALE: I" = 1' -0" 5 h 4 3 3 LEGEND - - - -�— O PITCHING MOUND -'PRO SOLD MOUND MIX' BY _�� (SAIL MATERIALS. INSTALL PER MANUFACTURERS SPECIFICATIONS. CONTACT SETION DAVID DZWILEW5KI (909) 279 -1095) SCALE: F/4"= 1' -0" i7 95% COMPACTED SUB - GRADE. LEGEND �_ O TOMARK -' MODEL NO: 10155, Y FORT5 INC., lO CHECKERED BOARD PATTERN ON SPANISH INSTALL PER MANUFACTURER'S SPECIFICATIONS (500) 959 -1844. GOLD, 5AWCUT 12" X 12" GRID PATTERN PER _ ® ADJACENT FINISH GRADE DETAIL I AND 2 / SHEET L -2.1. AND STAIN EVERY OTHER ONE WITH L17HOCHPOME O LEVEL AREA GHEMSTAIN 'BLACK" CELL O EXPANSION JOINT PER DETAIL I / SHEET L -2.1. © LIMIT OF 'HILLTOPPER' PITOHIN6 MOUND MIX. OADJACENT CONCRETE PAVING PER CONSTRUCTION PLAN. ® LODGE POLE FENCE AND SATE PER DETAIL 3 / SHEET L -2.6 ' Q PLAN VIEW SCALE: 1/2" = I' -0" CONCRETE CHECKER BOARD PATTERN - BID ALT.4B g PITCHINO MOUND O E" X�4" X 16" PRECISION OAP. COLOR: TAN, Q SUBMIT CAP AND BLOCK FOR REVIEW AND AVAILABLE FROM ORGO BLOCK CO. INC. THE APPROVAL PRIOR TO CONSTRUCTION FINAL COLOR TO BE SELECTED BY THE CITY'S O SEE STRUCTURAL ENGINEER'S SHEET 5SI REPRESENTATIVE. AND 55NI.1 FOR MORE INFO. Q. 2 1,9=121 O2 6" X 8" X I6" SPLIT FACE BLOCK, SOLID GROUT © ALL MASONRY 5URFACE5 TO RECEIVE �0 BOLGO MAJOR LEA6UE BASE (1-15 AND ALL CELLS. COLOR , TA N, AVAILABLE FROM -MLB) ORCO BLOCK CO. INC. OR APPROVED EQUAL. SEALANT, WATER REPELLENT COATIN6, AND ANCHOR SYSTEM, MODEL NO: II W/ BASE THE FINAL COLOR TO BE SELECTED BY THE 6RAFFITI- RE515TANT COATING. ANCHOR, MODEL: 245 -BAT. 2 CITY'S REPRESENTATIVE. SEALANTS - ALL EXPOSED MA50NRY UNIT HOMEPLATE MODEL NO: HOLLYWOOD (M) SHALL BE SEAL WITH WATER- REPELLENT HOMEPLATE W/ BASE ANCHOR MODEL NO. COMPACTED EUB6RADE PER 501L5 REPORT 6RAFFITI- RE515TANT COATING BY THE CONTRACTOR. 4TION 245 -BAT, BY TOMARK SPORTING CONCRETE FOOTIN6 WATER- REPELLENT COATIN6 - MICRO -5EAL 4" BRICK DUST SURFACE, 90% COMPACTED, 51LANE BY RAINSUARD INTERNATIONAL, TEL. PER SOILS REPORT OS FINISH BRAVE. PH.: (619) 590 -2001, OR APPROVED EQUAL, ILI FINISH/ COLOR : NO SHEEN OR CHANGE IN O CONCRETE FOOTING CURB PER CIVIL ENGINEER'S PLANS. SUBSTRATE. ...! _ GRAFFITI- RESISTANT COATING - STAKE FORM, MODEL 250 -5F BY 4 O •4 CONT. VANDL6VARD 10 BY RAIN&UARD -'. '" TOMARK SPORT, INC. INTERNATIONAL, TEL. PH.: (619) 590 -2001, _ — III 1 1 1 1 #4 CONT. TOP AND BOTTOM OR APPROVED EQUAL. FINISH / COLOR : m U LOW SHEEN FINISH, CLEAR IN COLOR III III III I I -— 95% COMPACTED 5UB6RADE - VERIFY WITH SOILS REPORT '� qO %4 ® 24" O.G. HORIZ. LE: 1 SCALE: I/2" = I' —O" �O =4 X J 24" O.C. VERY. : 3 © ANCHOR STAKE, MODEL 225 -BA5 BY 0 1, TOMARK SPORT, INC. ALT. BEND • — \ / NOTESt TOMARK SPORTS, INC. P.O. BOX 1088 CORONA, GA 91715 (BOO) 959 -1844 5ETION Q, © CONTRACTOR TO PROVIDE STAKE SCALE:5" = 1' -0" FORMS AT FIRST, SECOND, THIRD BASE AND HOME PLATE LOCATIONS AS SHOWN ON PLAN. 41 -011 HT. WALL AT MAINTENANCE YARD 4 BASEMOMEPLATE ANCHOR 2 UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS °gpE ® PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY 31591 Camino Capistrano hof 8 . y+ p n San Juan deslgnano,CA92fiT5 www.RJMCeslgngroup.com GROUP t MDESIGN 493 w ma [949] -2690 .J TWO WORKING DAYS SIGN DATE 9rP [�9149��W L SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG F `1Fp' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Des1 BY: DRAWN CHECKED v: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EKED EIAFP c DESCRIPTION: GO 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: .'+:_u A. NO.: 2502 RECO DED APPR�g� '� ENCINITAS COMMUNITY PARK 10630 -13 RECORD FROM COUNTY OF SAN DIEGO VERTICAL SHEET81OF201 ELEVATION: 215.640 DATUM:NGVD 29 I LA Y P. AN, L.L.A. EXR: 09/30/13 DATE DATE CONSTRUCTION DETAILS L -2.16 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 0 r 0 O d In s o� Rko 2 &�z is x G �I i x � Y 1.1 � r FIRST PLACEMENT Ell WALL 11 11 REINF, TTP. 3 EOAL SP. I " VERI WALL CLEAN SURFACE REINF, TYP a PRIOR TO POURING CONCRETE a / `I2" LONG KEY 6 24° IRE" CONT. JOINT J (2 ROWS OF KEYS EA, SIDE WHERE WALL 15 THICKER THAN 1811) PLAN CONSTRUCTION JOINT NOTES I. PROVIDE CONSTRUCTION JOINTS 24' -0" MAX. 2. a•( STTO( S" 3, LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY ENGNEER/ARCHITECT PRIOR TO CONSTRUCTING FORMS OR PLACING CONCRETE, 4. SEAL THE JOINTS WITH SEALANT. PIGMENTATION TO MATCH CONCRETE BEING USED, S. DETAIL IS SIMILAR FOR WALLS WITH ONE LAYER OF REINFORCING AT CENTER OF THE WALL, CONCRETECONTROL JOINT NOTE I. DRAIN PIPE TO FLOW TO DAYLIGHT OR SUMP -PUMP SEE CIVIL DRAWINGS. 2. REFER TO 5011.5 REPORT OR CIVIL DRAWINGS FOR GEO- FABRIC FILTER AND MEMBRANE. 4, WALLS SHOULD BE BACK - FILLED WITH FREE - DRAINING FILL APPROVED BY GEOTECHNICAL ENGINEER, 5, PROVIDE WATERPROOFING PER ARCHITECT CONCRETE SLAB� UPPER BASE BASE I 2 MIN. - BOTTOM OF STONE FILTER MATERIAL MJ9T NOT BE HIGHER THAN BOTTOM OF LOWER BASE LEVEL WALL DRAINAGE Q J d TI I i PLAN VIEW BENT BAR ANCHOR BOLT NOTES lel HOOK) I. 111 ANCHOR BOLT SIZE • WAGING SEE PLANS 2 'O" DENOTES ANCHOR EOLT DIANI 3. 'L" DWI EMBEDMENT LENGTH SEE SCHEDULE. 4 ANCHOR TAIL MAY BE TURNED VERt, OR HCRIL 9 ANGLERS WALL BE ACCURATELY SET WITH TEMPLATES IE��•lI� 4' -O" LONG SMOOTH DOWEL5 ACROSS THE JOINT. PREVENT BOND BETWEEN BAR AND GROUT WITH GREASE OR PLASTIC SLEEVE. CAP ALL DOWELS TO ALLOW FOR P OF MOVEMENT. TERMINATE (LORENZ. REINFORCING 2" FROM CONTROL JOINTS, NOTE: I. SPACE JOINTS DISTANCE EQ WALL HTX2 OR a 24' -O'Y MAX. EXTEND FROM TOP FOOTING TO TOP OF WALL. SEE ARCH. EXTERIOR ELEV. (NO CONTROL JOINT WITHIN MIN. OF OPENINGS 4 PIERS) 2, PROVIDE WATER PROOFING WHERE REQUIRED. 2 -S VERT. BARS • EA. SIDE IN GROUTED CELL. — DURO WALL RAPID CONTROL JOINT AS SHOWN ON ARCH. DW'GS °oMI ' 12 IMASONRY DATE O3 CONTROL JOINT GRAVEL OR CRUSHED STONE FILTER CONTAINING NOT MORE THAN 10 PERCENT MATERIAL THAT PASSES THRU A NO. 4 (415 MM) SIEVE, PROVIDE MINIALN 4" DIA. PERFERATED PVC, SCH, 40 DRAIN LINE ORIENT 50 PERFORATIONS AR AT BOTTOM OF PIPE, 6" MINIMUM COVER INVERT (BOTTOM) OF DRAIN TO BE BELOW FLOOR ELEVATION Y' MIN BELOW DRAIN a 13 SEE ARCH. DIJl,B. 3' -O" „ 5 NO61 BAR TYP. .9 3D IMSEDMENT HORIZ. VERT. 6" V AT 32" O,C. 04 AT 32" Ca L 3 - 12:: la., 4' Y 351 MK LAP SLIM La11m 61:YmILE 104 80 BAR SIZE ES 04 5 04- 1 S W m0 MI ggpp���� LENGTH (IN) 18 5. y 2 -S VERT. BARS • EA. SIDE IN GROUTED CELL. — DURO WALL RAPID CONTROL JOINT AS SHOWN ON ARCH. DW'GS °oMI ' 12 IMASONRY DATE O3 CONTROL JOINT GRAVEL OR CRUSHED STONE FILTER CONTAINING NOT MORE THAN 10 PERCENT MATERIAL THAT PASSES THRU A NO. 4 (415 MM) SIEVE, PROVIDE MINIALN 4" DIA. PERFERATED PVC, SCH, 40 DRAIN LINE ORIENT 50 PERFORATIONS AR AT BOTTOM OF PIPE, 6" MINIMUM COVER INVERT (BOTTOM) OF DRAIN TO BE BELOW FLOOR ELEVATION Y' MIN BELOW DRAIN a 13 SEE ARCH. DIJl,B. 3' -O" „ 5 NO61 BAR TYP. .9 3D tt _1 04 s 18" Ea HORIZ. VERT. 6" V AT 32" O,C. 04 AT 32" Ca L 3 - 12:: 10' x Y 81 62 MK LAP SLIM La11m 61:YmILE 104 80 BAR SIZE ES 04 5 OU 1 S W m0 MI ggpp���� LENGTH (IN) 18 24 y 36 42 WHERE ROD. PROVIDE 54 Pc • 3500 "LSE 3. 8" CONC. CHEEK WALL 23 18 43 33 51 40 15 58 W/ S • EA. WAY IN CTR OF OF WALL BEND 96 14 IOU 82 118 91 150 115 OTHER BAR Ekk d" mm L.' REINF. U -6" MIN INTO SLAB Y l 40 30 58 44 bb 51 IN 82 63 91 10 115 89 OTHER BAR f'c • 4000 "LSE TOP BAR 16 12 21 I6 04 DOWELS a 24" IY 48 31 10 54 SO 62 2.5 CONT, U 100 11 110 85 140 108 A Pk 9 ISTEPS ON GRADE E.Caol�« SILICONE SEAL ' BOTH SIDES AFTER REO'D. CONSTRUCTION TO MATCH MORTAL JOINT SEE ARCH. DW'GS. PLAN JOINT ELEVATION 10 ICONTROL JOINT Ia OJI SPLICE y111111' p_ P I V mH I x H . I' -6" MAX L . 2H MIN. D • DEATH OF FOOTING SEE PLANS 4 DETAILS NOTE: SEE FOUNDATION RAN 4 WALL SECTIONS FOR REINF. AND FRG. SIZES STEPPED FTG. Lr�fi� =1E2f] v 5 vERT. MIN. MIN.-/ um. AT CORONERS AND PROVIDE 90- K INTERSECTIONS TYP STANDARD HOOK AT END OF REINF. 1:011111,111111 11,171001151 IRD NOTE: SEPARATE CORNER BARS MAY BE USED IF CONDITIONS REQUIRE. MIT. Till MM. SCYIDIILC (UNLESS NOTED OTHERWISE ON PLAN) WALL THK HORIZ. VERT. 6" V AT 32" O,C. 04 AT 32" Ca 8" 5 AT 3Y OO. 5 AT 3T' O.G. 10' S AT 32" OZ. 5 AT 24' O.C. 56 43 81 62 MK LAP SLIM La11m 61:YmILE 104 80 BAR SIZE ES 04 5 ffi 1 S S m0 MI ggpp���� LENGTH (IN) 18 24 30 36 42 AS 54 Pc • 3500 "LSE IMAGINARY POINT OF REFERENCE (1' -0" ABOVE) BOTTOM OF FOOTING FILL WITH NATIVE SOIL OR CONCRETE FROM FOUNDATION POUR MAINTAIN SOIL AT SIDE OF FOOTING — BOTTOM OF TRENCH OR EXCAVATION SHALL NOT EXTEND BELOW THIS LINE FOUNDATION SLOPING GRADE — POINT OF DAYLIGHT _ IMAGINARY POINT OF REFERENCE (l' -O" ABOVE :FC7OPM OF EXCAVATION) -11I 10' -O" MIN MAINTAINING THE SIDE OF COMPLEtE. BACKFILL AS ROD BY SOILS REPORT OR CIVIL ENGINEER'S DRAWINGS. • 110 AND "II RBARS SHALL BE SPLICED BY MELDING 6NRIQ6 OR COUPLERS ONLY U `bD THIS DETAIL GIVES NO INDICATION OF SAFE CONSTRUCTION TECHNIQUES W/ RESPECT TO FRENCH OR EXCAVATION STABILITY. IFEII SPAN /SH LA rER 6 MASONRY WALL CORNERS D 4 GRADING AT SLOG. FAD. eIK 1 & INTERSECTIONS MIN III A J_AP NpLcE Willi COYER CPAGFG kr so c ..0 a LAP SPLICE , •. W ,y FACE OF C TOOLED OR BAILOUT CONTROL JOINT, CJ CONCRETE SLAB W/ RI GI1fllgl LT L NOTE: TOOLING OR SAW CUT SHALL BE MADE SAME DAY AS POUR �R� Fail 7 OWL-5 TO MATCH WALL VEFM REINF. SIZE 4 SPACING FOOTING DEPTH "D" MUST BE MAINTAINED TYP, TYP. 12'MIN. BAR SIZE FACE OF MATERIAL DIMENSION A Pc • 3000 "La. TOP BAR 19 14 25 19 46 36 56 43 81 62 W ll 104 80 116 89 121 9B 162 125 OTHER BAR PB.I. "1.d" TOP BAR 14 12 19 15 36 21 43 33 62 48 BAR SIZE FACE OF MATERIAL DIMENSION '3 '4 5 E6 E7 B 9 '10 91 EA IC=,, 13..: 16m 19..: 22w 25.m ]Sm 32m 36.m 43.m Pc • 3000 "La. TOP BAR 19 14 25 19 46 36 56 43 81 62 W ll 104 80 116 89 121 9B 162 125 OTHER BAR PB.I. "1.d" TOP BAR 14 12 19 15 36 21 43 33 62 48 11 55 80 62 89 68 9B 15 125 96 OTHER BAR Pc • 3500 "LSE TOP BAR 11 13 23 18 43 33 51 40 15 58 86 bb 96 14 IOU 82 118 91 150 115 OTHER BAR Ekk d" TOP BAR 13 12 18 14 33 25 40 30 58 44 bb 51 14 51 82 63 91 10 115 89 OTHER BAR f'c • 4000 "LSE TOP BAR 16 12 21 I6 40 31 48 31 10 54 SO 62 SO 69 100 11 110 85 140 108 OTHER BAR Pk :1.d: TOP BAR 12 12 I6 13 31 24 31 28 54 42 62 41 69 53 11 Be 85 65 108 83 1 OTHER BAR Rc = 4500 "La• FOP BAR 15 20 16 38 29 45 35 bb 51 16 58 85 65 94 l3 104 80 132 102 OTHER BAR 12 Elk d: TOP BAR 12 12 I6 12 29 22 35 2l 51 39 58 45 65 50 l3 56 80 61 102 l8 OTHER BAR 11110111504 I. CONCRETE SPLICE LENGTHS SHOWN IN THE SCHEDULE ABOVE AR IN ACCORDANCE WITH AID 318 -08 AND CORRESPOND TO BARS EMBEDDED IN NORFIAL LA IGHT CONCRETE 2, THI5 SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILED AND DIMENSIONED ON THE DRAWINGS 0R IN OTHER DETAILS. 3, THI5 SCHEDULE 15 APPLICABLE TO ONE OR THE OTHER OF THE FOLLOWING MO CONDITIONS: A) IN COLUMNS OR BEAMS WITH TIES OR STIRRUPS FOR THE FULL LENGTH OF THE SPLICE WHERE: CLEAR SPACING 15 AT LEAST THE BAR DIAMETER db AND CLEAR COVER 15 AT LEAST THE BAR DIAMETER, db OR B) IN SLABS, WALLS OR OTHER ELEMENTS WITHOUT TIES, OR STIRRUPS Z WHERE: CLEAR SPACING IS AT LEAST TWICE THE BAR DIAMETER, 2db AND CLEAR COVER IS AT LEAST THE BAR DIAMETER db 4. TOP REINFORCEMENT IS DEFINED AS HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF FRESH CONCRETE CAST IN THE MEMBER BELOW THE SPLICE LENGTH. "OTHER" REINFORCEMENT INCLUDES ALL VERTICAL BARS AND OTHER HORIZONTAL BARS ,R 5. WHERE BARS OF DIFFERENT SIZES AR USED, SPLICE LENGTH SHALL BE THE LONGER OF DEVELOPMENT LENGTHS OF THE LARGER BAR, OR SPLICE LENGTH OF SMALLER BAR 61 LAP SPLICES ARE ASSUMED CLASS M T. fy60 AM EXCEPTS BARS AND 04 BARS •kikk i, DEVELOPMENT LENGTH & SPLICE BAR SIZE MIN. PIN 0 A MIN. 90- HOOK LENGTH MIN, 13S. LOOK LENGTH U51 METRIC 5 ICmm 2 -1/4" 4 -VJ" 2 -12" 04 13mm 3" 6" 2 -IRE" 5 IBM 3 -3/4" 1 -IRE" 2 -Ile" S 19mm 4 -Il V. 3" M 22mm 5 -I/4" 10 -IQ" 3 -IRE" S 25mm 6" C" 4" l N DIA. TE YD 6TBE44P 410dC DFBIlIC1tl 90 HOOK rNOOKS ENGTH PIN DIA sT aao W sTxcao Ib' LtldG 44Y HDDC BAR SIZE METRIC MIN. IN m A MIN. 90' HOOK LQKITH MIN. 135. US 3 IOmm I -IRE" 3" 3" 4 1311m 2" 3" 3" S 16mm 2 -IRE" 4" 3 -3/4" SO. HOOK C���a LENG Vj PIN . r PIN DIA. PIN DIA DIA. TIE 4 1H lE(46TII41Or Zi�i' �R BBB' YDtl[ !1' HGX BAR BENDS & HOOKS°I�Fii 2 HOOK BAR LAP BARS HOOK BAR AT dT ENDS INTERSECTIONS 4 fflRINF. PER PLAN i 68 Im M.V4awee HOCK BAR LAP BARS HOOK BAR AT AT ENDS INTERECTIONS HOOK BARS HOOK BARS RINF. PER PLAN < TO FAR SIDE TO FAR SIDE OF FOOTING OF FOOTING IV If%f�a�AO BAR SIZE MIN. PIN CIA MIN. 90- HOOK LENGTH TOP BAR LAP LENGTH BOTTOM BAR LAP LENGTH US I METRIC 04 13 mm 3" 6" 2l" 21" 5 16 mm 3 -3/4" 1 -1/2" 51" 39" all mm 4 -IRE" 9" bV' 47 M 22 mm 5.114" 10 -1/2" 89" 68" S 25 mm 6" C" 101" 18" WALE: NN E WALE. NTa. 8 REINFORCEMENT FAr, 5 EOUNDATIONRAR SPLICE FA° 3 urvUSeR65JOUrvv SERVICE ALERT 14 MONARCH BIT PUZA #476 SAN ELIJO JOINT POWERS p0.0FE5S/ , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POINT, CA. III Qrv`J Cp� ALL . TBL: (04B) E08 -f M2 •\, OSta /OG` WC ', v eP.uc: (714) Rne -AZLR �' i 31597 Cumino Ceplatlarp rirrc IW,an maRGaem °.o•1. W San Juan ColeOaNw, CA 92675 )� DESIGN } Jf wxx.RlMEee19n9rw9.DJNn GROUP ( /P I GYINSfTLflNC 6NG1NNa6RS ,T [9491493-2690 fax Rj M POTEIL.xaa sV'l /4UCN4P F�\p 19 491 493-2600 pAO(re TWO WORKING DAYS SLOT RATS waaNZ SIGN DATE FUT OALIpO SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRSTA FS CHECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF REDO DED �AqPP�R�L�D yy�� LocnnoN: SEE SHEET c -o.1 HORIZONTAL Dnre: `°'°� � Tilldmm� _ ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM COUNTY OF SAN DIEGO VERTICAL N0. 52827 CGG�'''''```��� ELEVATION: 215.640 DATUM: NOVO 29 OSTAFA OLOUMI EXP.: 09 30 13 DATE DATE SITE WALL STRUCTURAL DETAILS SS1 SHEET 82 OF 200 PLANNING CASE N0: 04 -197 MUP /DR /GDP /EIA a D O d m D o� �a o ,a o z D i x � Y NI � r UNDERGROUND SERVICE ALERT Vollo H BAT PI 0476 SAN ELIJO JOINT POWERS pR0IE5S/ , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT BANe POINT, u. 92629 Qrv° l GALL : TEL: D4a1 2x -TOZe `� °5�p /o�� 31591 CamUw Ce snano i, ,FM: ](4 MB -6219 y a q Emw o 10,9 .nA W San Juan Capisi ano, CA 92675 DESIGN (% aoeaoLrzva exeleerRe * w .RJMGesIgn9roupoxn GROUP s [9491493-2690 fax J J} /AUCNe� �a'A TWO WORKING DAYS pDS SDe.:as9 SIGN DATE 'tF I�� 194 91 493-2600 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE PLOT DAn w 12 a! CAl1 Rj M BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN -D ev: 1 DR STAFFS CHECKED eY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD OEO APPR LocnnoN: SEE SHEET c -0.1 HORIZONTAL DATE: ..Pam .tray J ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL NO. 52827 ELEVATION: 215.640 DATUM: NGVD 29 OSTAEA OLOUMI EXP.: 09/30/13 DATE DATE SITE WALL STRUCTURAL DETAILS 882 HEET 83 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 2" AT P1, WHERE IRS, EO. t2RS vERIFr W/ CIVIL t2 Cl4SE_ THIS WALL 16 DESIGNED FOR Y' AT PL. WHERE OCCURS THIS WALL 16 DESIGNED FOR MATCHING LEVEL GRADES ON I VERIFY W/ CIVIL D LEVEL GRADES ON BOTH SIDES OF THE WALL. NO EQ IEp. EO. ISOTOHING SIDES OF THE WALL. NO E�d"�"� RETAINING CONDITIONS "f�� RETAINING CONDITIONS ON RETAINING EITHER SIDE OF THE WALL SHALL LL EITHER SIDE OF THE WALL SHALL LL EXIST, EXIST, I 04 CONT. b" CONC. ELK WALL, SOLID GROUT 04 LONT. 04 CONT. •4 AT 32" (V) b" C/�NC. BLK b" CONC. BLK WALL, SOLID GROAT WALL, SOLID GROUT 04 DOWELS 04 AT 24" (V) 04 AT 24" (V) AT Ib" O.C. •4 AT 32" (N) p MATON VERT. BARS - - U. 04 AT 32" (H) 04 AT 32" (H) S 4 (MAXJ S 9 Z " DUIL'S TO MATCH DWL'S TO MATCH x VERT. WALL R=1NF. ji x VERT. WALL FEINF. L SIZE SPACING r SIZE 4 SPACING r O O OpF� a Q N Q N IN PER rME J _U JX bJIRED SEE 13/EEI Y Z p Z p L FIN. GRADE FIN. GRADEF r FIN. GRADE FIN. GRADE = r FIKGRADE %d n IL —III 1- U a-- - -\(�� \ T I 1 ILd1- CONT. 04 Ib" O.G.:v T4B \ TIB / 3 -V CANT. 3" LLR TYP. 3" CLR TrP, 3" CLR TrP. I2 "XV ® T MIN. all-0-1 MIN, 2' -3" 11-0.1 MR OT-0-1 MIN, 2' -0' 71-01- MIN, CCNT. KEY Y -9" -O" TO DAYLIGHT TO DAYLIGHT TO DAYLIGHT TO DArLIGHT TO DAYLIGHT 6FT WALL @ P.L. 2.5n RETAINING 3 Eft FREE STAND.WALL @ P. L. NO RETAINING 2 6ft FREE STANDING WALL (NO RETAINING ) 1 RAIL WHERE OCCURS SEE DETAIL 2/L -211 2.4 LONT 4 FREE- DRAINING Fm 15ALKFILL PER row SOILS ENGINEER S" CMU SOLID GROUT WATER PR PER ARCH. 04 AT 32" OC (H) WHERE REQUIRED •4 AT Ib' OC (V) 2-1,701 ALIGN W/ FTG. DOWELS MORTAR CHAMFER • 3 C7 s Ib' OG Q F (2) •4 CONT, TOP 4 BOTTOM .9 IP' CMU SOLID GROUT DRAIN PER SOILS REPORT AND CIVIL DUK». SEE 13851 FS X AT w- OO (4) 04 CCI4T, TOP 4 BOTT 5 AT Ib" OC 3 �I p2 3" CLR TYP. TO DAYLIGHT RETAINING WALL (6n MAX. RETAINING) UNDERGROUND SERVICE ALERT Vollo H BAT PI 0476 SAN ELIJO JOINT POWERS pR0IE5S/ , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT BANe POINT, u. 92629 Qrv° l GALL : TEL: D4a1 2x -TOZe `� °5�p /o�� 31591 CamUw Ce snano i, ,FM: ](4 MB -6219 y a q Emw o 10,9 .nA W San Juan Capisi ano, CA 92675 DESIGN (% aoeaoLrzva exeleerRe * w .RJMGesIgn9roupoxn GROUP s [9491493-2690 fax J J} /AUCNe� �a'A TWO WORKING DAYS pDS SDe.:as9 SIGN DATE 'tF I�� 194 91 493-2600 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE PLOT DAn w 12 a! CAl1 Rj M BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN -D ev: 1 DR STAFFS CHECKED eY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD OEO APPR LocnnoN: SEE SHEET c -0.1 HORIZONTAL DATE: ..Pam .tray J ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL NO. 52827 ELEVATION: 215.640 DATUM: NGVD 29 OSTAEA OLOUMI EXP.: 09/30/13 DATE DATE SITE WALL STRUCTURAL DETAILS 882 HEET 83 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a ry D O d m O o d O ,a O �o i x � Y M � r PNIII 6 404tRAL IaWYImI evil rat DIh OICOO GENERAL REQUIREMENTS, AND CODES: 03300 CONCRETE, CAST IN PLACE: I. Work atoll comply with throe structural specifications, notes, and drawings I Comer eha11 conform with ASTM O 150 4 C 5%, Portland Ceemtt 4 Blended together with associated spea(FT"tions, rajas and drawings-- collect(valy Hudraullc Cements, referred to as the Construction Doosnerts. LLHere the construction documents do not give specific Inalruclion, work shall be In accordance with accepted trade 2. Fly ash or pozzolans, If used, shall conform with ASTM C 618, Coal Fly Ash and Raw standards for good and workmanlike construction. Usage or Calctraid Natural 1. Work shall comply with the $- QI2�Hll[ Qpg (CBC) vie adopted end shall not exceed 25 percent, by weigh or tro WWI of the came see materials. amended by the Callfemla Cede gf Regulatlone CCR). Tltle 24. California then pozzolane are used to mitlgale the arfact of sulrale containing soils they BJJId p0 Code end as adopted and amended by the Wool city or county and AN Mall be or a type that has demonstrated such ablllty by test or service record. agencies having Jurod(Otion-- collect(valy referred to es tne Building Coda. 3. Utter shall be potable and free From delaterioue quantitles of acids, alkalis, and organic materials, Sufate (904) In water shall not exceed 150 parts par mTk on. 3. Work shall comply with applicable federal laws, state statutes, local ordinances, and 4. , T nominal Aggregate shell conform with A$TM C 33, Concrete Aeore The normal the regulations of agencies having juYlsdlction. The Contractor shall assume Nil resparelblllty for complying with the construction safety orders and the general maximum size of cowed aggregate shit be not larger than any of tan following: Industrial safety orders of trr, Stale Division of Industrial Sarety, tra raeulaUons a) Ora -frth the narrowest dimension between the sides of the form. of the Federal and State Occupational Safety and Health Adminl5trations, and such other agencies governing the Contractor's acre The Contractor Mall be b) One third the depth of the slab, responsible for and hold hermits" the Structural Engineer for any damages and penalties or both rewulting from his failure to comply with said laws, statutes, c) THee fourth the minimum clear spectre between Individual bars or bundles or ordinances, and regulations, bare. bracing ring temporary supports, 4. The dealer, adequacy and safety of erection M ,$ d) I Inch. eta Is the sole respomfli of the Contractor, and not been conetaered by the Structural Enelmeer. Tlha Contractor IS rasponsale for the Stabling of the 5. Admixtures containing calcNm chlorides shall not as used. structure prior to the applicatlon of all shear walls, roof and Floor diaphragms and finish materelc He shall provide the "Pareary braong to provide stablllty prior 6. The Convector shall retain the aervlCee of a quall%ed licensed engineer to to that application of the arommenlloned materials. Observation vwIte to that site provide a Concrete Mix Design For each Clans of Concrete to be used. The by the Structural Engineer or his dasignaa shall not Include Inepactlon of the engineer Stoll stem and east the mix dealer. above Items. 01100 ALTERNATIVES AND DISCREPANCIES: I. No alternate methods of conelrucllon or sub tTtutlom ahall bat allowed without wrltita approval of Us, Owner and Structural Engineer. 2. Thai Contractor shall verify all dimensions and conditions on the Construction Documents and at the alter and shell nolVy that Architect and Structural Engiram of any dtscreperdes found prior to commenting work The structural drawings take precedsoe over specificalane. Detailed drawirles and detailed specirdationa take precedence over general drawings and general speclfdatlons. Dimanalons take precedence over scaled measurements. 01430 SOIL$ INSPECTION: 1. The owner shall retain the services of the Soil5 Enehoaq when such service& are required, as noted In the INSPECTION AND OB6ERvATCN PRCCRAM. 2, Thom Soils Engifaer Mall Inspect and document, In accordance with the Salle Report, the work or the Contractor. 3, Thor Soils Erglroer "IT furnish Impaction Building reports to t Building Offidel, Architect and Structural Engineer as W the conformance of the contractor's work with the Bolls report and building coda DMNCN N VM Wl @b kGUlDATICNO eAI rat Div. 01010 WEISURFACE INVESTIGATION: I. The sore report Is htredy Incorporated Into these drawings. Raicommadallone made traratn than be Complied with 7. Concrete Mix Designs used shall have the following propertbe and be Subject to the meted quality control procedures: a) strength, clump, testing, and Inspection of the conerata shall be: Concrete usage Schedule: Class 25 Day Maximum Special Inspector Cylinder Fuse) of Concrete Min. Siren th Slum Irad Tee {In rs seined Continuous Footing$. 2500 P61 4 In, Not required Not required Pad Footines. 2500 PSI 4 In, N: Not NNRooettq required GAda Beams 30� P�91 4 In. I¢eclulred RCCU=d Wells 3000 PSI 4 In. Required Required Note: The maximum slump or to concrete may be Increased by I Inch when the concrete le hand consolidated. The slump given Is based on mechenical Consolidation. b) Utter- tenant ratio, cement type, and pczzolans shall add¢lonally conform to the following for corr_rate used In floor elate -on -grade and roundanone: Difedl N Ar f4AllCN¢f ml rep Dlv4 AM 04220 CONCRETE UNIT MASChi I. Concrata masonry units elvll conform with ASTM O SO, Hallow 4 SDIId Load Bearing Coronets Ma&crmy Untie, and be normal weight units, 2. Aggregates for mortar trall conform with A$TM C 144 Ao- rageteel for Maeorru I. This Inspection and observation program applle5 only to the structural drawings And epeclnwuone. TM Contractor $ lvu coordinate In a timely mamm Inspection and observation of the project 2. The Building Official shall inspect the project In accordance with that building permit and the provisions of the Euilding Code, Millar. I f TM 4 G 3. Aggregates for grout she con arm with A6 C AD A, Adoreeatee ° out 4, Masonry cement shall conform with ASTM C eta, Maser y Cement. 5. Mortar caner shall conform with AS" O 1329, Mortar Conant, 6. Portland cement shall conform with ASTM C 150, PCrUand Cement 4 Bladed 3. The Salle Eremitism Mall Inspect and document, In accordance with the Soils Hudraullc Gamete, re roer pee Report, the following This Itemization Is not (maned to supersede any 7. Hydrated lime "A conform with A6TM C 207, Hydrated Lime for Masonru equereeerte of the Salle Engineer or the Sulldir:g Official but le IMaded to be VM2�e. supplementary thereto. 6. Utter shall bat free from daleterioua quantities or acids, alkalis, and organic materials. 4 Concreter masonry assemblages Shall be constructed In conformance with the Following: a) Conorete block emoll be tested. Teats of the blocke small be made In Accordance with ASTM O 140 Sampling and Tattle@ Concrete Masonry whs. Taste shall be made of the blocks prior to the start or construction and awing the course of construction at the rate of one test per 5000 sq. ft of wall or fraction thereof. Test results shall be Furnished W the Bulldlne Orridal, Spacial Inspector, Architect, and Structural Engineer. Teat results shell assure that the materials conform with ASTM C 90 and achieve a minimum rs,l cmmpreaeive Strength of 1900 pal. b) Mortar $Hail be type 6 and have been mixes In accordance with UBC table 21 -A or IBC Table 2103.70. The mortar mix shall achieve A 28 day strength of 1800 pal. c) Grout shall be mixed In accordance wttr MC table 21 -8 or IBC Table 2103.10 and on A6TM C 476, Gout for Maeonru, The grout mix Mall achieve A 28 day eermgtr of 2000 psi. Teats of time grout shall ber made In Accordance with Irdivlduel or firm to Dulles of Building Patton of wwk r uirin Ion action: inform Inspection: Inspector: I. All structural aspects. BUIIGing Inspector Shall be In accordance de�lgg�a�ed by thna with the building coda Bulldl OfFlcal Ina ldml or firm to Dulles of Salle Portion or work requiring Tnelidectior, : errorm ire acllon: Engineer: I. Any excavations and the InalvlaW I or rim shell be In accordance placement or fill For construction designated by the w6h the Solis report. of the buTWfing pad. Soils E boor 2. Back fill of uti Nty trerohea. Individual or Firm Shall bat In accordance designated by them with the tolls report. Soils Engmerar 3. Footing excavations Individual or firm Sall bat In accordance designated by to with the sons report. Salle Erglroer 4. Drilled pile holes Individual or Firm Shall be in accordance designated by Use with the sons report. Soils Engmemer 5. Placement of sub -drain pipe or Individual or firm Dull be In accordance weep holes. designated by the with the eolla report. Salle Erglroer 6. Placemat of gravel and Individual or Firm Shall be In accordance back -f111 behind retaining walls, designated by them with the sons report. Soils endlewmer ASTM C 1019 Sampling and Tenting. Tests shall be made or the grout during the course of construction at the rate of one test per 5000 sq. feet 4 A Spacial Inspector (Registered Deputy Impactor) shall provide canliruous of wall or fraction thsaof. Test results shall be fumleYad to the Bonding inspection or the Following portions of the work Offic(al, Special Inspector, Architect, and Structural Engineer. Test results "IT assure that the materials achieve a minimum net compressive strength or ardor of work requiring COMIUMNoW rolvlWal or firm to Duties of Special 2000 psi at 28 days. Ion action: erform inspection! Inspector: d) Construclton of concrete masonry walls shall bat Inspected by a Spacial 1. Test eampllne and placement or A qualified person Shall be In accordance Inspector. cowetak who shall have wnh epecircaUons In IO. Steel reinforcing bare sHaII confirm to AS" A 615, Deformed and Plain BIIlot Requirements for Concrete Exposed to Sulfate: Steel Bars for Reinforcing Steel. Bars Shall be grade 60 except that no. 3 4 4 Utter Soluble Sulrata (904) bare may bon grads 40. Bare shall bat deformed. MIII CartlrIastae for reinforcing In Soll, Sulfate Cement type Maximum Utter- 26 Day bare shell be aubmltied to the Bullding Official and Special Inspector, If retairod, ASTM C ISO Cement Ratio Mm. Strerafth prior to use and to tan Architect and Structural Engineer. ODO - OIO Negligible II or v Fabrication and placement or reinforce steel, embedded aKYGrs and hardware 0.10 - 2 O Moderate II or v 050 4500 PSI p n9 Ove - 2.00 $suers Y 0.45 4500 P51 eMII bat: Special Inspector: Impacted by a Spacial Inspector. Following are raquvamaMS Over 2.00 very Severe v w/ pozzoldn 0.45 4500 PSI of Use Special Inspector: m The concrete mix Cotten shall bat much that the resulting Owed concrete than a) He shall verify the mill certificates. be Free or &IgnThaant cracks or eignifcant vertical displacement ON The concrete mix design shell be such that the reeulUng cured concrete at 25 b) He shall verify that the material used are properly stored and prepared for to 42 days or a ge shall have a water soluble Chloride Ior(CI) content contn in use. 02350 CONVENTIONAL FOUNDATIONS: concrata of no more than 030 percent by w o6t- for cond concrete. U He shall nce with that construction Canada, procedures, 5 nd Building and workmanship are In reinforced concrete and OA6 percent for poet- terelored concrete. eccordenu with Ua Construcllor Documents and Bullding Coda. I. The Contractor eMII lake all necessary measures to N119 protect adjacent IS Concrata shall bat mixed and dahvered In accordance with ASTM O 94, d) He shall verify that the reinforcement bar grade, size, placement, and splices properties. Ready -Mixed Concrete. are In accordance with to Conatructlon Documents and Bulldlne Code. 2. All site and pad preparation, such as but not IImHed lo, grading, compadan or y Testis of concrete: e) A CarWicate of Inspection eHaII be famished by the Special Inspector to the the fill, pre- saturaton, concrete slab bat preparation and vapor retarder g Building Official prior W Ma Inspection and W Us, Architect and Structural Installation eMII be performed In accordance with to Bolls Englie er'a a) Taste need not be made as noted above provided the total quaintly of Engimar. racommmdallonS as Included In the soils report. concrete placed Is lees "n Fifty (50) cu, yd. In place or the tote, a Letter of CertiFlcalion eMII be furnished by Us, Maternal Supplier to the EkAdmg 31 The bottoms or rooting excavations shall bat level, clean, end hews of loose Offow[, Architect and Structural Engineer prior W delivery or the materials to II. Placement of concrete masonry assemblages shall bat conlenuously Impacted by a material or water when concrete Is placed. Over excavation "A be filled with the Job site. The letter "[I assure that the concrete will Have the strength Specie[ Inspector. The Inspector shall as present during propamUon and taking crate as for the footing Back fill shall not bat placed until supporting epeciried. of any required Crime or test specimens, At the start of mating unite each day, roundaUons, walla, and slab lava attained surfolert strength to support lateral after the placement of reinrorcing steel to Inspect the grout space prior W avian soil pressure, b) Teets eMII be made when tasting Is noted above or where the total quaintly of grouting operation, and during all grouting operation. He roed not be Patent concrete placed Is greater than fifty (50) cu. yd. Concrete test oylleders owing the entire laying operation provided he Is present at the onset or each 4. No pipes end conduits shall extend under Isolated Column footsrg or under shall be taken and tested In accordance with ASTM C 3I, 4 ASTM C 3S. A days work Following are equirementa of the Spadel Inspector: continuous wall roothe unless speciftcally Petalled or approved by the Architect cylinder set To a sat of two (2) cylinders Form such batch or concrete sampled. and Structural Enelneer and this Building Offldal. Cylinder sets Mall be sampled at a rata or not lase than one el) en per Class or concrete placed per day, nor was than one set per 150 cu. yo, placed, nor a) He shall var[ry the taking or test selectee, S. The Contractor eMII arrange for observallon of that work by Us, Soils Enelneer, less than one set pan 5000 sq. ft, of slab or wall area Further no eta than Following are mclumemsens of that Solis Enelneen rive (5) cylindara seta shall be made of each Class of Concrete or should the b) He shall verify that the material used are properly stored and prepared for total number or Patches for a given Class of Concrete be lees then five (5), use. a) All pad preparation and rooting excavations eMII be Inspected and centimes: one (U cylinder set eMII be made for each batch placed. Teat results eMII be In compliance with the soils report by the Salle Engieeer prior to placing of Furnished to this Buntline Official, Architect, and Structural Engineer. Teat c) He eMII veiny that the concrete masonry aorta are In accordance with the conorste or steep results eMII assure that the concrete cylinders achieve a minimum strength Construclton Documents and Suldlne Coda. specified. b) A Oertificala or Compliance reguerdlne pad preparation and fooling IO. Curl Concrete eMII be matntalrod above 50P and In a contlnuowl lei d) He aHall vering that the mortar Is properly prepared and placed In accordance excavation) Shall be submlttea to the BuNd he Orf(c[al prior to hie roundlet lon �' y eclat with the ConsvucUon Documents and Building Code. Inepactlon and a copy of the certification stall be submitted W the Architect c°r'dltlon for al aGet seven (U date after placement. and Structural erelneer. 11, Minimum concrete protection For stressing tendons and reinrorcing steel all be a) He eMII VWIFV that the grout used and placed la In accordance with the DMOM A CCNglS as Follows: Construction Documents and Building Code. He eMII verify load tickets for eelw :Dl» transit mixed grout. Conde Ire Tendon and Reinforting Bar Cover Schedule: Condition Clearance f) He shall verty that construction danalla, procedures, and workmanship are In 03230 REINFDRDING STEEL FOR CdJVENTIOJAL FOUNDATIONS: accordance with the Construction Documerte and Bulldirg Code. Cast against and permanently exposed to earth. 3" I. Steel reinrorcing bare eHall conform to A6TM A 615, Deforri and Plain Bills [ g) Starts l Bars for Remfardna Steel. Bars Mall be grade: 60 except that No, 5 4 4 Cast aeainst roans, exposed to earth or weather: A Certificate of Inapectlom shall be furnlahed by Us, Special Inspector to the barn may be grads 40. Bare shall be deformed. MIII aartlFICales for roMfortine % through fll bare 01 though 36mmA 2" Building Official prior W Me Inspection and W the Archllecl and Structural bare shell be aubmlHed to the Building Ofroal prior to we, and to the Architect IS bare llbmm), and smaller, 6[reaeirg tercel I -IR" Engineer. ofd Structural Engineer. 2. Wife fabric shall c°nforn to ANSI /ASTM A 185, Steel Aide dl Wire Fabric. Plain. for Cast aeainst forma, not exposed to weather or In contact with ground: 12. Calle shall ber In vallcal allgmmml to provide a minimum unobstructed core of Concrete Relnforcemett Ml bare (19mm) and emaller. In slabs, walla, joists. 3/4" 3"x3". Dowels From roctines Mall be set to alien with comae containing rehrorche. MI bare (l9mm) and smaller. In booms, girders, Columns, I -IR" 3. Placement of minforcing steel need not be Inspected by A Spacial Inspector. 6[reaeire to don. -I/a" 13. All Celle containing reinforcing, anchors or Inoerte shall be filled solid with grout. Otmer cells eMII be grouted as noted on Construction Documents. Ur- erouled 12, Placement of concrete shall be continuously Inspected, by a Speeiel Inspector Celle shall bat blocked with a grout stop fabric to prevent then from being when Inspection It noted as being required above. Following are requirements or inadvertently grouted, the Spacial Inspector: a) He shall verify the taking or test samples. 14. Concrete surfaces shall be deened of all lattice prior to salting blocks. b) He ar ll vmiry slump. 15. Olean out Castings shall be provided At the bottom of all cells W be filled At each Iifl or pour of grout where such Iifl or pour Is In excess of 5 Feet In here9to. C) He shall verify the various types and classes of concrete used. He shell ve fg Overhanging mortar or other obstructton or debrle aHall be removed From malCle load tickets. of call walls. Olean cute shall be waled after Inspection, before grouting. d) He ar ll vering that construction details, procedures, and workmanship are In 16. Hold vertical reinforcing In poeltlon at top and bottom and at Intervals not accordance with the Construction D °CNmerts and Building Code. exceeding 200 bar dAmetea In masonry walls. a) He shall verlFy that proper Care procedure& are Implemented. 17. All reinrorcing bar Cede shell be made cold. O A Certticate of Impecllon eMII be furnlaMd by the Special Inspector to the I8, All anchor bolls and estate ahall bat secured In place prior W placlne Concrete or 5,01c ing Official prior to hie Inspection and to tro Architect, and Structural grouting masonry, Ereineer. IS. Welding of masonry reinforcement shall as the seine vie For concrete reinforcement, see section 03200, above. demonstrated Division 3 Competence to tree eatlefaclan of the Building Official Structural steel welding and A qual(Ned person Shall ba In accordance Concrete minforcne steel who, eMII move with epeclFlCduone In welding demonstrated Division 3 comlDeterce to the Totting sampling and masonry rson SMII be In accordance block placement end grouting who shall have with spea(Tcatiore In demonstrated DIVISion 4 ccmualtace to W 5. A Special Inspector (Registered Deputy Inspector) shall provide periodic modedlon of the following portion of the work Portion of work requiring periodic Ina lvldwl or firm to Dulles of special Inspection: Parrorm Inspection: Inspector: I. Placement of concrete, A qualified person Shall be In accordance conventonel reinforcing steel, whir Shall have with spenarlcaUone In anchor bolts and intents, damoretreted DNleton 3 Conpetionce to sea satisfa tTon of tre Building Official 2. Placement of masonry reinforcing A qualified piston Shall be In accordance steel, anchor bolt& and Inserts, who shall Mva with specVicauons In demonstrated DtAletcn 4 competence to the eati faction of the Suld(rg Official 61 A Structural Observer, belne Allinson to Structural Enelmeer -of- Record or his designee, shall provide periodic structural obsevatlon of the work The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. upon the Contractor's completion of each of the listed stage of trot work and upon completior or any adjubtsmi to the work occasioned by the Structural Observer's visits, the Contractor Mall call for the Structural Observer W visit the project. Vlslls are made so that the Structural Observer may make a determlmtlon as to If the structure is In general conformance with the Intent or the construction douuneMe. Observation shall be In accordance with speclficalan Section 01440, I All to fourdalion pow. 2 Upon completion of wall reinforcing and hardware placement before placing of Concrete or grout. 14 Monarch Eau Plaza, 0416 Elements of that work W be observed Include but are not necessarily limited to: excavation configuration, reinforcement, and hardware. Elements of the work to be observed Include but are not necessarily limited tin malerlale of construction, faeteran, hardware. details or Construction and Upon completion of any adjustments I Elements of the work to be observed to Us, work occasorod by that Include but are not necessarily limned Structural Observers visits. &sues oreviouslu addressed bu the 1. The Contractor shall coordinate, In a timely mamm, a pra- costruction meaning. The meeting small Include trot Structural Engineer's desigroe providing periodic structural observation, tFa Contractor, appropriate subcontractors, Spatial Inspectors and other Interested parties. The purpose of the meaning Is W Idenuly and clarVy essential structural elements and connections that affect the vertical and lateral systems and to review schaduline of the required structural observations. 5. Prior to the contractor calling the BWIdme Orftclal for any Inspection of Foundation or Fering work, the Structural Observer eMII have observed this work And grvan a written opinion of sea findings to the Bunaing Official, I, 2010 "Oallfomla Building Code ". 2. Wnct Site Specific Variables. Basic wind speed, 85 miles per hour: axposwe 5.(3 second (just) hand use group: It Building Category: Enclosed Building Component and Cladding: Design McUadology: Analytical, All bight 3. Selsmlc Vte Specific varieblee: abs.O.S07e 1.0340@ St iamm use eroupi 11 Spectral rewpor affolsnts: Site class: D Seismic Design Category: D Beso seismic force resisting system: Intermediate Moment Rama Design Base Sheer: as noted on caCUetlons Analysis Procedure: Equivalent. lateral force procedure 4. Foundation dealer Is per lolls report: by: Geopacirma, Inc. date: July 13, 2010 450=141,1I1CA:L0 6TATV1W o roe -m -w can mt ro. xonecw The wtderalgned hee reviewed these drawings and final them In general conformance with the Intentions or the geett err lcal ecommma'aliona. Seal Is not an Indlcallon of tra drawvga having bean prepared under the 5ignatorb supervision. 1 All work not detalled, speclFied or noted sHaII be constructed the same As similar ark shown In the construction documents. LLM1era the work Is not detailed, 5paATF ad or noted It shall be In accordance with accepted trade standards, for good and workmanship flke construction, Rater to Architectural landscape and clvn drawings for additional Information All dimensions on the structural drawings shall be compared with those on the architectural landacapa and civil drawings by the Contractor prior to Construction. The Contractor "[I notify the Structural Engiroer of ctsompar:ciee, UNDERGROUND SERVICE ALERT IA YONARCa MY PU2A g474 SAN ELIJO JOINT POWERS p0.orESS/ ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POMT. CA. Qmme THO VQ�O G A e FF: (744) zva -8219 ms d4 �C 31597 Camino Ce etla p L-L- TELA (914) PoB -aEtO 1 g , C mwat.dmemet W s San Juan Colstram, GA92675 'm� n° wea.R ileelgngrauitm OROUP r 8II rnxs anxc sxcixass Sf - ROUP sr UCN0.P xv [9491493-2690 fax TWO WORKING DAYS am care aamwez SIGN DATE 'lF Uf CALt4�� 19 491 49 3 -2GOO pAOns SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec STAFFS CHECKED EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD DED r� APP�R� LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE:' ENCINITAS COMMUNITY PARK 10630 -G NO. 52827 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 10OSTAFA OLOUMI EXP.: 09/30/13 DATE DATE SITE STRUCTURAL NOTES & SPECIFICATIONS SSN1 HEET 84 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 6. Utter shall bat free from daleterioua quantities or acids, alkalis, and organic materials. 4 Concreter masonry assemblages Shall be constructed In conformance with the Following: a) Conorete block emoll be tested. Teats of the blocke small be made In Accordance with ASTM O 140 Sampling and Tattle@ Concrete Masonry whs. Taste shall be made of the blocks prior to the start or construction and awing the course of construction at the rate of one test per 5000 sq. ft of wall or fraction thereof. Test results shall be Furnished W the Bulldlne Orridal, Spacial Inspector, Architect, and Structural Engineer. Teat results shell assure that the materials conform with ASTM C 90 and achieve a minimum rs,l cmmpreaeive Strength of 1900 pal. b) Mortar $Hail be type 6 and have been mixes In accordance with UBC table 21 -A or IBC Table 2103.70. The mortar mix shall achieve A 28 day strength of 1800 pal. c) Grout shall be mixed In accordance wttr MC table 21 -8 or IBC Table 2103.10 and on A6TM C 476, Gout for Maeonru, The grout mix Mall achieve A 28 day eermgtr of 2000 psi. Teats of time grout shall ber made In Accordance with Irdivlduel or firm to Dulles of Building Patton of wwk r uirin Ion action: inform Inspection: Inspector: I. All structural aspects. BUIIGing Inspector Shall be In accordance de�lgg�a�ed by thna with the building coda Bulldl OfFlcal Ina ldml or firm to Dulles of Salle Portion or work requiring Tnelidectior, : errorm ire acllon: Engineer: I. Any excavations and the InalvlaW I or rim shell be In accordance placement or fill For construction designated by the w6h the Solis report. of the buTWfing pad. Soils E boor 2. Back fill of uti Nty trerohea. Individual or Firm Shall bat In accordance designated by them with the tolls report. Soils Engmerar 3. Footing excavations Individual or firm Sall bat In accordance designated by to with the sons report. Salle Erglroer 4. Drilled pile holes Individual or Firm Shall be in accordance designated by Use with the sons report. Soils Engmemer 5. Placement of sub -drain pipe or Individual or firm Dull be In accordance weep holes. designated by the with the eolla report. Salle Erglroer 6. Placemat of gravel and Individual or Firm Shall be In accordance back -f111 behind retaining walls, designated by them with the sons report. Soils endlewmer ASTM C 1019 Sampling and Tenting. Tests shall be made or the grout during the course of construction at the rate of one test per 5000 sq. feet 4 A Spacial Inspector (Registered Deputy Impactor) shall provide canliruous of wall or fraction thsaof. Test results shall be fumleYad to the Bonding inspection or the Following portions of the work Offic(al, Special Inspector, Architect, and Structural Engineer. Test results "IT assure that the materials achieve a minimum net compressive strength or ardor of work requiring COMIUMNoW rolvlWal or firm to Duties of Special 2000 psi at 28 days. Ion action: erform inspection! Inspector: d) Construclton of concrete masonry walls shall bat Inspected by a Spacial 1. Test eampllne and placement or A qualified person Shall be In accordance Inspector. cowetak who shall have wnh epecircaUons In IO. Steel reinforcing bare sHaII confirm to AS" A 615, Deformed and Plain BIIlot Requirements for Concrete Exposed to Sulfate: Steel Bars for Reinforcing Steel. Bars Shall be grade 60 except that no. 3 4 4 Utter Soluble Sulrata (904) bare may bon grads 40. Bare shall bat deformed. MIII CartlrIastae for reinforcing In Soll, Sulfate Cement type Maximum Utter- 26 Day bare shell be aubmltied to the Bullding Official and Special Inspector, If retairod, ASTM C ISO Cement Ratio Mm. Strerafth prior to use and to tan Architect and Structural Engineer. ODO - OIO Negligible II or v Fabrication and placement or reinforce steel, embedded aKYGrs and hardware 0.10 - 2 O Moderate II or v 050 4500 PSI p n9 Ove - 2.00 $suers Y 0.45 4500 P51 eMII bat: Special Inspector: Impacted by a Spacial Inspector. Following are raquvamaMS Over 2.00 very Severe v w/ pozzoldn 0.45 4500 PSI of Use Special Inspector: m The concrete mix Cotten shall bat much that the resulting Owed concrete than a) He shall verify the mill certificates. be Free or &IgnThaant cracks or eignifcant vertical displacement ON The concrete mix design shell be such that the reeulUng cured concrete at 25 b) He shall verify that the material used are properly stored and prepared for to 42 days or a ge shall have a water soluble Chloride Ior(CI) content contn in use. 02350 CONVENTIONAL FOUNDATIONS: concrata of no more than 030 percent by w o6t- for cond concrete. U He shall nce with that construction Canada, procedures, 5 nd Building and workmanship are In reinforced concrete and OA6 percent for poet- terelored concrete. eccordenu with Ua Construcllor Documents and Bullding Coda. I. The Contractor eMII lake all necessary measures to N119 protect adjacent IS Concrata shall bat mixed and dahvered In accordance with ASTM O 94, d) He shall verify that the reinforcement bar grade, size, placement, and splices properties. Ready -Mixed Concrete. are In accordance with to Conatructlon Documents and Bulldlne Code. 2. All site and pad preparation, such as but not IImHed lo, grading, compadan or y Testis of concrete: e) A CarWicate of Inspection eHaII be famished by the Special Inspector to the the fill, pre- saturaton, concrete slab bat preparation and vapor retarder g Building Official prior W Ma Inspection and W Us, Architect and Structural Installation eMII be performed In accordance with to Bolls Englie er'a a) Taste need not be made as noted above provided the total quaintly of Engimar. racommmdallonS as Included In the soils report. concrete placed Is lees "n Fifty (50) cu, yd. In place or the tote, a Letter of CertiFlcalion eMII be furnished by Us, Maternal Supplier to the EkAdmg 31 The bottoms or rooting excavations shall bat level, clean, end hews of loose Offow[, Architect and Structural Engineer prior W delivery or the materials to II. Placement of concrete masonry assemblages shall bat conlenuously Impacted by a material or water when concrete Is placed. Over excavation "A be filled with the Job site. The letter "[I assure that the concrete will Have the strength Specie[ Inspector. The Inspector shall as present during propamUon and taking crate as for the footing Back fill shall not bat placed until supporting epeciried. of any required Crime or test specimens, At the start of mating unite each day, roundaUons, walla, and slab lava attained surfolert strength to support lateral after the placement of reinrorcing steel to Inspect the grout space prior W avian soil pressure, b) Teets eMII be made when tasting Is noted above or where the total quaintly of grouting operation, and during all grouting operation. He roed not be Patent concrete placed Is greater than fifty (50) cu. yd. Concrete test oylleders owing the entire laying operation provided he Is present at the onset or each 4. No pipes end conduits shall extend under Isolated Column footsrg or under shall be taken and tested In accordance with ASTM C 3I, 4 ASTM C 3S. A days work Following are equirementa of the Spadel Inspector: continuous wall roothe unless speciftcally Petalled or approved by the Architect cylinder set To a sat of two (2) cylinders Form such batch or concrete sampled. and Structural Enelneer and this Building Offldal. Cylinder sets Mall be sampled at a rata or not lase than one el) en per Class or concrete placed per day, nor was than one set per 150 cu. yo, placed, nor a) He shall var[ry the taking or test selectee, S. The Contractor eMII arrange for observallon of that work by Us, Soils Enelneer, less than one set pan 5000 sq. ft, of slab or wall area Further no eta than Following are mclumemsens of that Solis Enelneen rive (5) cylindara seta shall be made of each Class of Concrete or should the b) He shall verify that the material used are properly stored and prepared for total number or Patches for a given Class of Concrete be lees then five (5), use. a) All pad preparation and rooting excavations eMII be Inspected and centimes: one (U cylinder set eMII be made for each batch placed. Teat results eMII be In compliance with the soils report by the Salle Engieeer prior to placing of Furnished to this Buntline Official, Architect, and Structural Engineer. Teat c) He eMII veiny that the concrete masonry aorta are In accordance with the conorste or steep results eMII assure that the concrete cylinders achieve a minimum strength Construclton Documents and Suldlne Coda. specified. b) A Oertificala or Compliance reguerdlne pad preparation and fooling IO. Curl Concrete eMII be matntalrod above 50P and In a contlnuowl lei d) He aHall vering that the mortar Is properly prepared and placed In accordance excavation) Shall be submlttea to the BuNd he Orf(c[al prior to hie roundlet lon �' y eclat with the ConsvucUon Documents and Building Code. Inepactlon and a copy of the certification stall be submitted W the Architect c°r'dltlon for al aGet seven (U date after placement. and Structural erelneer. 11, Minimum concrete protection For stressing tendons and reinrorcing steel all be a) He eMII VWIFV that the grout used and placed la In accordance with the DMOM A CCNglS as Follows: Construction Documents and Building Code. He eMII verify load tickets for eelw :Dl» transit mixed grout. Conde Ire Tendon and Reinforting Bar Cover Schedule: Condition Clearance f) He shall verty that construction danalla, procedures, and workmanship are In 03230 REINFDRDING STEEL FOR CdJVENTIOJAL FOUNDATIONS: accordance with the Construction Documerte and Bulldirg Code. Cast against and permanently exposed to earth. 3" I. Steel reinrorcing bare eHall conform to A6TM A 615, Deforri and Plain Bills [ g) Starts l Bars for Remfardna Steel. Bars Mall be grade: 60 except that No, 5 4 4 Cast aeainst roans, exposed to earth or weather: A Certificate of Inapectlom shall be furnlahed by Us, Special Inspector to the barn may be grads 40. Bare shall be deformed. MIII aartlFICales for roMfortine % through fll bare 01 though 36mmA 2" Building Official prior W Me Inspection and W the Archllecl and Structural bare shell be aubmlHed to the Building Ofroal prior to we, and to the Architect IS bare llbmm), and smaller, 6[reaeirg tercel I -IR" Engineer. ofd Structural Engineer. 2. Wife fabric shall c°nforn to ANSI /ASTM A 185, Steel Aide dl Wire Fabric. Plain. for Cast aeainst forma, not exposed to weather or In contact with ground: 12. Calle shall ber In vallcal allgmmml to provide a minimum unobstructed core of Concrete Relnforcemett Ml bare (19mm) and emaller. In slabs, walla, joists. 3/4" 3"x3". Dowels From roctines Mall be set to alien with comae containing rehrorche. MI bare (l9mm) and smaller. In booms, girders, Columns, I -IR" 3. Placement of minforcing steel need not be Inspected by A Spacial Inspector. 6[reaeire to don. -I/a" 13. All Celle containing reinforcing, anchors or Inoerte shall be filled solid with grout. Otmer cells eMII be grouted as noted on Construction Documents. Ur- erouled 12, Placement of concrete shall be continuously Inspected, by a Speeiel Inspector Celle shall bat blocked with a grout stop fabric to prevent then from being when Inspection It noted as being required above. Following are requirements or inadvertently grouted, the Spacial Inspector: a) He shall verify the taking or test samples. 14. Concrete surfaces shall be deened of all lattice prior to salting blocks. b) He ar ll vmiry slump. 15. Olean out Castings shall be provided At the bottom of all cells W be filled At each Iifl or pour of grout where such Iifl or pour Is In excess of 5 Feet In here9to. C) He shall verify the various types and classes of concrete used. He shell ve fg Overhanging mortar or other obstructton or debrle aHall be removed From malCle load tickets. of call walls. Olean cute shall be waled after Inspection, before grouting. d) He ar ll vering that construction details, procedures, and workmanship are In 16. Hold vertical reinforcing In poeltlon at top and bottom and at Intervals not accordance with the Construction D °CNmerts and Building Code. exceeding 200 bar dAmetea In masonry walls. a) He shall verlFy that proper Care procedure& are Implemented. 17. All reinrorcing bar Cede shell be made cold. O A Certticate of Impecllon eMII be furnlaMd by the Special Inspector to the I8, All anchor bolls and estate ahall bat secured In place prior W placlne Concrete or 5,01c ing Official prior to hie Inspection and to tro Architect, and Structural grouting masonry, Ereineer. IS. Welding of masonry reinforcement shall as the seine vie For concrete reinforcement, see section 03200, above. demonstrated Division 3 Competence to tree eatlefaclan of the Building Official Structural steel welding and A qual(Ned person Shall ba In accordance Concrete minforcne steel who, eMII move with epeclFlCduone In welding demonstrated Division 3 comlDeterce to the Totting sampling and masonry rson SMII be In accordance block placement end grouting who shall have with spea(Tcatiore In demonstrated DIVISion 4 ccmualtace to W 5. A Special Inspector (Registered Deputy Inspector) shall provide periodic modedlon of the following portion of the work Portion of work requiring periodic Ina lvldwl or firm to Dulles of special Inspection: Parrorm Inspection: Inspector: I. Placement of concrete, A qualified person Shall be In accordance conventonel reinforcing steel, whir Shall have with spenarlcaUone In anchor bolts and intents, damoretreted DNleton 3 Conpetionce to sea satisfa tTon of tre Building Official 2. Placement of masonry reinforcing A qualified piston Shall be In accordance steel, anchor bolt& and Inserts, who shall Mva with specVicauons In demonstrated DtAletcn 4 competence to the eati faction of the Suld(rg Official 61 A Structural Observer, belne Allinson to Structural Enelmeer -of- Record or his designee, shall provide periodic structural obsevatlon of the work The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. upon the Contractor's completion of each of the listed stage of trot work and upon completior or any adjubtsmi to the work occasioned by the Structural Observer's visits, the Contractor Mall call for the Structural Observer W visit the project. Vlslls are made so that the Structural Observer may make a determlmtlon as to If the structure is In general conformance with the Intent or the construction douuneMe. Observation shall be In accordance with speclficalan Section 01440, I All to fourdalion pow. 2 Upon completion of wall reinforcing and hardware placement before placing of Concrete or grout. 14 Monarch Eau Plaza, 0416 Elements of that work W be observed Include but are not necessarily limited to: excavation configuration, reinforcement, and hardware. Elements of the work to be observed Include but are not necessarily limited tin malerlale of construction, faeteran, hardware. details or Construction and Upon completion of any adjustments I Elements of the work to be observed to Us, work occasorod by that Include but are not necessarily limned Structural Observers visits. &sues oreviouslu addressed bu the 1. The Contractor shall coordinate, In a timely mamm, a pra- costruction meaning. The meeting small Include trot Structural Engineer's desigroe providing periodic structural observation, tFa Contractor, appropriate subcontractors, Spatial Inspectors and other Interested parties. The purpose of the meaning Is W Idenuly and clarVy essential structural elements and connections that affect the vertical and lateral systems and to review schaduline of the required structural observations. 5. Prior to the contractor calling the BWIdme Orftclal for any Inspection of Foundation or Fering work, the Structural Observer eMII have observed this work And grvan a written opinion of sea findings to the Bunaing Official, I, 2010 "Oallfomla Building Code ". 2. Wnct Site Specific Variables. Basic wind speed, 85 miles per hour: axposwe 5.(3 second (just) hand use group: It Building Category: Enclosed Building Component and Cladding: Design McUadology: Analytical, All bight 3. Selsmlc Vte Specific varieblee: abs.O.S07e 1.0340@ St iamm use eroupi 11 Spectral rewpor affolsnts: Site class: D Seismic Design Category: D Beso seismic force resisting system: Intermediate Moment Rama Design Base Sheer: as noted on caCUetlons Analysis Procedure: Equivalent. lateral force procedure 4. Foundation dealer Is per lolls report: by: Geopacirma, Inc. date: July 13, 2010 450=141,1I1CA:L0 6TATV1W o roe -m -w can mt ro. xonecw The wtderalgned hee reviewed these drawings and final them In general conformance with the Intentions or the geett err lcal ecommma'aliona. Seal Is not an Indlcallon of tra drawvga having bean prepared under the 5ignatorb supervision. 1 All work not detalled, speclFied or noted sHaII be constructed the same As similar ark shown In the construction documents. LLM1era the work Is not detailed, 5paATF ad or noted It shall be In accordance with accepted trade standards, for good and workmanship flke construction, Rater to Architectural landscape and clvn drawings for additional Information All dimensions on the structural drawings shall be compared with those on the architectural landacapa and civil drawings by the Contractor prior to Construction. The Contractor "[I notify the Structural Engiroer of ctsompar:ciee, UNDERGROUND SERVICE ALERT IA YONARCa MY PU2A g474 SAN ELIJO JOINT POWERS p0.orESS/ ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POMT. CA. Qmme THO VQ�O G A e FF: (744) zva -8219 ms d4 �C 31597 Camino Ce etla p L-L- TELA (914) PoB -aEtO 1 g , C mwat.dmemet W s San Juan Colstram, GA92675 'm� n° wea.R ileelgngrauitm OROUP r 8II rnxs anxc sxcixass Sf - ROUP sr UCN0.P xv [9491493-2690 fax TWO WORKING DAYS am care aamwez SIGN DATE 'lF Uf CALt4�� 19 491 49 3 -2GOO pAOns SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec STAFFS CHECKED EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD DED r� APP�R� LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE:' ENCINITAS COMMUNITY PARK 10630 -G NO. 52827 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 10OSTAFA OLOUMI EXP.: 09/30/13 DATE DATE SITE STRUCTURAL NOTES & SPECIFICATIONS SSN1 HEET 84 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA Ina ldml or firm to Dulles of Salle Portion or work requiring Tnelidectior, : errorm ire acllon: Engineer: I. Any excavations and the InalvlaW I or rim shell be In accordance placement or fill For construction designated by the w6h the Solis report. of the buTWfing pad. Soils E boor 2. Back fill of uti Nty trerohea. Individual or Firm Shall bat In accordance designated by them with the tolls report. Soils Engmerar 3. Footing excavations Individual or firm Sall bat In accordance designated by to with the sons report. Salle Erglroer 4. Drilled pile holes Individual or Firm Shall be in accordance designated by Use with the sons report. Soils Engmemer 5. Placement of sub -drain pipe or Individual or firm Dull be In accordance weep holes. designated by the with the eolla report. Salle Erglroer 6. Placemat of gravel and Individual or Firm Shall be In accordance back -f111 behind retaining walls, designated by them with the sons report. Soils endlewmer ASTM C 1019 Sampling and Tenting. Tests shall be made or the grout during the course of construction at the rate of one test per 5000 sq. feet 4 A Spacial Inspector (Registered Deputy Impactor) shall provide canliruous of wall or fraction thsaof. Test results shall be fumleYad to the Bonding inspection or the Following portions of the work Offic(al, Special Inspector, Architect, and Structural Engineer. Test results "IT assure that the materials achieve a minimum net compressive strength or ardor of work requiring COMIUMNoW rolvlWal or firm to Duties of Special 2000 psi at 28 days. Ion action: erform inspection! Inspector: d) Construclton of concrete masonry walls shall bat Inspected by a Spacial 1. Test eampllne and placement or A qualified person Shall be In accordance Inspector. cowetak who shall have wnh epecircaUons In IO. Steel reinforcing bare sHaII confirm to AS" A 615, Deformed and Plain BIIlot Requirements for Concrete Exposed to Sulfate: Steel Bars for Reinforcing Steel. Bars Shall be grade 60 except that no. 3 4 4 Utter Soluble Sulrata (904) bare may bon grads 40. Bare shall bat deformed. MIII CartlrIastae for reinforcing In Soll, Sulfate Cement type Maximum Utter- 26 Day bare shell be aubmltied to the Bullding Official and Special Inspector, If retairod, ASTM C ISO Cement Ratio Mm. Strerafth prior to use and to tan Architect and Structural Engineer. ODO - OIO Negligible II or v Fabrication and placement or reinforce steel, embedded aKYGrs and hardware 0.10 - 2 O Moderate II or v 050 4500 PSI p n9 Ove - 2.00 $suers Y 0.45 4500 P51 eMII bat: Special Inspector: Impacted by a Spacial Inspector. Following are raquvamaMS Over 2.00 very Severe v w/ pozzoldn 0.45 4500 PSI of Use Special Inspector: m The concrete mix Cotten shall bat much that the resulting Owed concrete than a) He shall verify the mill certificates. be Free or &IgnThaant cracks or eignifcant vertical displacement ON The concrete mix design shell be such that the reeulUng cured concrete at 25 b) He shall verify that the material used are properly stored and prepared for to 42 days or a ge shall have a water soluble Chloride Ior(CI) content contn in use. 02350 CONVENTIONAL FOUNDATIONS: concrata of no more than 030 percent by w o6t- for cond concrete. U He shall nce with that construction Canada, procedures, 5 nd Building and workmanship are In reinforced concrete and OA6 percent for poet- terelored concrete. eccordenu with Ua Construcllor Documents and Bullding Coda. I. The Contractor eMII lake all necessary measures to N119 protect adjacent IS Concrata shall bat mixed and dahvered In accordance with ASTM O 94, d) He shall verify that the reinforcement bar grade, size, placement, and splices properties. Ready -Mixed Concrete. are In accordance with to Conatructlon Documents and Bulldlne Code. 2. All site and pad preparation, such as but not IImHed lo, grading, compadan or y Testis of concrete: e) A CarWicate of Inspection eHaII be famished by the Special Inspector to the the fill, pre- saturaton, concrete slab bat preparation and vapor retarder g Building Official prior W Ma Inspection and W Us, Architect and Structural Installation eMII be performed In accordance with to Bolls Englie er'a a) Taste need not be made as noted above provided the total quaintly of Engimar. racommmdallonS as Included In the soils report. concrete placed Is lees "n Fifty (50) cu, yd. In place or the tote, a Letter of CertiFlcalion eMII be furnished by Us, Maternal Supplier to the EkAdmg 31 The bottoms or rooting excavations shall bat level, clean, end hews of loose Offow[, Architect and Structural Engineer prior W delivery or the materials to II. Placement of concrete masonry assemblages shall bat conlenuously Impacted by a material or water when concrete Is placed. Over excavation "A be filled with the Job site. The letter "[I assure that the concrete will Have the strength Specie[ Inspector. The Inspector shall as present during propamUon and taking crate as for the footing Back fill shall not bat placed until supporting epeciried. of any required Crime or test specimens, At the start of mating unite each day, roundaUons, walla, and slab lava attained surfolert strength to support lateral after the placement of reinrorcing steel to Inspect the grout space prior W avian soil pressure, b) Teets eMII be made when tasting Is noted above or where the total quaintly of grouting operation, and during all grouting operation. He roed not be Patent concrete placed Is greater than fifty (50) cu. yd. Concrete test oylleders owing the entire laying operation provided he Is present at the onset or each 4. No pipes end conduits shall extend under Isolated Column footsrg or under shall be taken and tested In accordance with ASTM C 3I, 4 ASTM C 3S. A days work Following are equirementa of the Spadel Inspector: continuous wall roothe unless speciftcally Petalled or approved by the Architect cylinder set To a sat of two (2) cylinders Form such batch or concrete sampled. and Structural Enelneer and this Building Offldal. Cylinder sets Mall be sampled at a rata or not lase than one el) en per Class or concrete placed per day, nor was than one set per 150 cu. yo, placed, nor a) He shall var[ry the taking or test selectee, S. The Contractor eMII arrange for observallon of that work by Us, Soils Enelneer, less than one set pan 5000 sq. ft, of slab or wall area Further no eta than Following are mclumemsens of that Solis Enelneen rive (5) cylindara seta shall be made of each Class of Concrete or should the b) He shall verify that the material used are properly stored and prepared for total number or Patches for a given Class of Concrete be lees then five (5), use. a) All pad preparation and rooting excavations eMII be Inspected and centimes: one (U cylinder set eMII be made for each batch placed. Teat results eMII be In compliance with the soils report by the Salle Engieeer prior to placing of Furnished to this Buntline Official, Architect, and Structural Engineer. Teat c) He eMII veiny that the concrete masonry aorta are In accordance with the conorste or steep results eMII assure that the concrete cylinders achieve a minimum strength Construclton Documents and Suldlne Coda. specified. b) A Oertificala or Compliance reguerdlne pad preparation and fooling IO. Curl Concrete eMII be matntalrod above 50P and In a contlnuowl lei d) He aHall vering that the mortar Is properly prepared and placed In accordance excavation) Shall be submlttea to the BuNd he Orf(c[al prior to hie roundlet lon �' y eclat with the ConsvucUon Documents and Building Code. Inepactlon and a copy of the certification stall be submitted W the Architect c°r'dltlon for al aGet seven (U date after placement. and Structural erelneer. 11, Minimum concrete protection For stressing tendons and reinrorcing steel all be a) He eMII VWIFV that the grout used and placed la In accordance with the DMOM A CCNglS as Follows: Construction Documents and Building Code. He eMII verify load tickets for eelw :Dl» transit mixed grout. Conde Ire Tendon and Reinforting Bar Cover Schedule: Condition Clearance f) He shall verty that construction danalla, procedures, and workmanship are In 03230 REINFDRDING STEEL FOR CdJVENTIOJAL FOUNDATIONS: accordance with the Construction Documerte and Bulldirg Code. Cast against and permanently exposed to earth. 3" I. Steel reinrorcing bare eHall conform to A6TM A 615, Deforri and Plain Bills [ g) Starts l Bars for Remfardna Steel. Bars Mall be grade: 60 except that No, 5 4 4 Cast aeainst roans, exposed to earth or weather: A Certificate of Inapectlom shall be furnlahed by Us, Special Inspector to the barn may be grads 40. Bare shall be deformed. MIII aartlFICales for roMfortine % through fll bare 01 though 36mmA 2" Building Official prior W Me Inspection and W the Archllecl and Structural bare shell be aubmlHed to the Building Ofroal prior to we, and to the Architect IS bare llbmm), and smaller, 6[reaeirg tercel I -IR" Engineer. ofd Structural Engineer. 2. Wife fabric shall c°nforn to ANSI /ASTM A 185, Steel Aide dl Wire Fabric. Plain. for Cast aeainst forma, not exposed to weather or In contact with ground: 12. Calle shall ber In vallcal allgmmml to provide a minimum unobstructed core of Concrete Relnforcemett Ml bare (19mm) and emaller. In slabs, walla, joists. 3/4" 3"x3". Dowels From roctines Mall be set to alien with comae containing rehrorche. MI bare (l9mm) and smaller. In booms, girders, Columns, I -IR" 3. Placement of minforcing steel need not be Inspected by A Spacial Inspector. 6[reaeire to don. -I/a" 13. All Celle containing reinforcing, anchors or Inoerte shall be filled solid with grout. Otmer cells eMII be grouted as noted on Construction Documents. Ur- erouled 12, Placement of concrete shall be continuously Inspected, by a Speeiel Inspector Celle shall bat blocked with a grout stop fabric to prevent then from being when Inspection It noted as being required above. Following are requirements or inadvertently grouted, the Spacial Inspector: a) He shall verify the taking or test samples. 14. Concrete surfaces shall be deened of all lattice prior to salting blocks. b) He ar ll vmiry slump. 15. Olean out Castings shall be provided At the bottom of all cells W be filled At each Iifl or pour of grout where such Iifl or pour Is In excess of 5 Feet In here9to. C) He shall verify the various types and classes of concrete used. He shell ve fg Overhanging mortar or other obstructton or debrle aHall be removed From malCle load tickets. of call walls. Olean cute shall be waled after Inspection, before grouting. d) He ar ll vering that construction details, procedures, and workmanship are In 16. Hold vertical reinforcing In poeltlon at top and bottom and at Intervals not accordance with the Construction D °CNmerts and Building Code. exceeding 200 bar dAmetea In masonry walls. a) He shall verlFy that proper Care procedure& are Implemented. 17. All reinrorcing bar Cede shell be made cold. O A Certticate of Impecllon eMII be furnlaMd by the Special Inspector to the I8, All anchor bolls and estate ahall bat secured In place prior W placlne Concrete or 5,01c ing Official prior to hie Inspection and to tro Architect, and Structural grouting masonry, Ereineer. IS. Welding of masonry reinforcement shall as the seine vie For concrete reinforcement, see section 03200, above. demonstrated Division 3 Competence to tree eatlefaclan of the Building Official Structural steel welding and A qual(Ned person Shall ba In accordance Concrete minforcne steel who, eMII move with epeclFlCduone In welding demonstrated Division 3 comlDeterce to the Totting sampling and masonry rson SMII be In accordance block placement end grouting who shall have with spea(Tcatiore In demonstrated DIVISion 4 ccmualtace to W 5. A Special Inspector (Registered Deputy Inspector) shall provide periodic modedlon of the following portion of the work Portion of work requiring periodic Ina lvldwl or firm to Dulles of special Inspection: Parrorm Inspection: Inspector: I. Placement of concrete, A qualified person Shall be In accordance conventonel reinforcing steel, whir Shall have with spenarlcaUone In anchor bolts and intents, damoretreted DNleton 3 Conpetionce to sea satisfa tTon of tre Building Official 2. Placement of masonry reinforcing A qualified piston Shall be In accordance steel, anchor bolt& and Inserts, who shall Mva with specVicauons In demonstrated DtAletcn 4 competence to the eati faction of the Suld(rg Official 61 A Structural Observer, belne Allinson to Structural Enelmeer -of- Record or his designee, shall provide periodic structural obsevatlon of the work The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. upon the Contractor's completion of each of the listed stage of trot work and upon completior or any adjubtsmi to the work occasioned by the Structural Observer's visits, the Contractor Mall call for the Structural Observer W visit the project. Vlslls are made so that the Structural Observer may make a determlmtlon as to If the structure is In general conformance with the Intent or the construction douuneMe. Observation shall be In accordance with speclficalan Section 01440, I All to fourdalion pow. 2 Upon completion of wall reinforcing and hardware placement before placing of Concrete or grout. 14 Monarch Eau Plaza, 0416 Elements of that work W be observed Include but are not necessarily limited to: excavation configuration, reinforcement, and hardware. Elements of the work to be observed Include but are not necessarily limited tin malerlale of construction, faeteran, hardware. details or Construction and Upon completion of any adjustments I Elements of the work to be observed to Us, work occasorod by that Include but are not necessarily limned Structural Observers visits. &sues oreviouslu addressed bu the 1. The Contractor shall coordinate, In a timely mamm, a pra- costruction meaning. The meeting small Include trot Structural Engineer's desigroe providing periodic structural observation, tFa Contractor, appropriate subcontractors, Spatial Inspectors and other Interested parties. The purpose of the meaning Is W Idenuly and clarVy essential structural elements and connections that affect the vertical and lateral systems and to review schaduline of the required structural observations. 5. Prior to the contractor calling the BWIdme Orftclal for any Inspection of Foundation or Fering work, the Structural Observer eMII have observed this work And grvan a written opinion of sea findings to the Bunaing Official, I, 2010 "Oallfomla Building Code ". 2. Wnct Site Specific Variables. Basic wind speed, 85 miles per hour: axposwe 5.(3 second (just) hand use group: It Building Category: Enclosed Building Component and Cladding: Design McUadology: Analytical, All bight 3. Selsmlc Vte Specific varieblee: abs.O.S07e 1.0340@ St iamm use eroupi 11 Spectral rewpor affolsnts: Site class: D Seismic Design Category: D Beso seismic force resisting system: Intermediate Moment Rama Design Base Sheer: as noted on caCUetlons Analysis Procedure: Equivalent. lateral force procedure 4. Foundation dealer Is per lolls report: by: Geopacirma, Inc. date: July 13, 2010 450=141,1I1CA:L0 6TATV1W o roe -m -w can mt ro. xonecw The wtderalgned hee reviewed these drawings and final them In general conformance with the Intentions or the geett err lcal ecommma'aliona. Seal Is not an Indlcallon of tra drawvga having bean prepared under the 5ignatorb supervision. 1 All work not detalled, speclFied or noted sHaII be constructed the same As similar ark shown In the construction documents. LLM1era the work Is not detailed, 5paATF ad or noted It shall be In accordance with accepted trade standards, for good and workmanship flke construction, Rater to Architectural landscape and clvn drawings for additional Information All dimensions on the structural drawings shall be compared with those on the architectural landacapa and civil drawings by the Contractor prior to Construction. The Contractor "[I notify the Structural Engiroer of ctsompar:ciee, UNDERGROUND SERVICE ALERT IA YONARCa MY PU2A g474 SAN ELIJO JOINT POWERS p0.orESS/ ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POMT. CA. Qmme THO VQ�O G A e FF: (744) zva -8219 ms d4 �C 31597 Camino Ce etla p L-L- TELA (914) PoB -aEtO 1 g , C mwat.dmemet W s San Juan Colstram, GA92675 'm� n° wea.R ileelgngrauitm OROUP r 8II rnxs anxc sxcixass Sf - ROUP sr UCN0.P xv [9491493-2690 fax TWO WORKING DAYS am care aamwez SIGN DATE 'lF Uf CALt4�� 19 491 49 3 -2GOO pAOns SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec STAFFS CHECKED EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD DED r� APP�R� LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE:' ENCINITAS COMMUNITY PARK 10630 -G NO. 52827 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 10OSTAFA OLOUMI EXP.: 09/30/13 DATE DATE SITE STRUCTURAL NOTES & SPECIFICATIONS SSN1 HEET 84 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA ASTM C 1019 Sampling and Tenting. Tests shall be made or the grout during the course of construction at the rate of one test per 5000 sq. feet 4 A Spacial Inspector (Registered Deputy Impactor) shall provide canliruous of wall or fraction thsaof. Test results shall be fumleYad to the Bonding inspection or the Following portions of the work Offic(al, Special Inspector, Architect, and Structural Engineer. Test results "IT assure that the materials achieve a minimum net compressive strength or ardor of work requiring COMIUMNoW rolvlWal or firm to Duties of Special 2000 psi at 28 days. Ion action: erform inspection! Inspector: d) Construclton of concrete masonry walls shall bat Inspected by a Spacial 1. Test eampllne and placement or A qualified person Shall be In accordance Inspector. cowetak who shall have wnh epecircaUons In IO. Steel reinforcing bare sHaII confirm to AS" A 615, Deformed and Plain BIIlot Requirements for Concrete Exposed to Sulfate: Steel Bars for Reinforcing Steel. Bars Shall be grade 60 except that no. 3 4 4 Utter Soluble Sulrata (904) bare may bon grads 40. Bare shall bat deformed. MIII CartlrIastae for reinforcing In Soll, Sulfate Cement type Maximum Utter- 26 Day bare shell be aubmltied to the Bullding Official and Special Inspector, If retairod, ASTM C ISO Cement Ratio Mm. Strerafth prior to use and to tan Architect and Structural Engineer. ODO - OIO Negligible II or v Fabrication and placement or reinforce steel, embedded aKYGrs and hardware 0.10 - 2 O Moderate II or v 050 4500 PSI p n9 Ove - 2.00 $suers Y 0.45 4500 P51 eMII bat: Special Inspector: Impacted by a Spacial Inspector. Following are raquvamaMS Over 2.00 very Severe v w/ pozzoldn 0.45 4500 PSI of Use Special Inspector: m The concrete mix Cotten shall bat much that the resulting Owed concrete than a) He shall verify the mill certificates. be Free or &IgnThaant cracks or eignifcant vertical displacement ON The concrete mix design shell be such that the reeulUng cured concrete at 25 b) He shall verify that the material used are properly stored and prepared for to 42 days or a ge shall have a water soluble Chloride Ior(CI) content contn in use. 02350 CONVENTIONAL FOUNDATIONS: concrata of no more than 030 percent by w o6t- for cond concrete. U He shall nce with that construction Canada, procedures, 5 nd Building and workmanship are In reinforced concrete and OA6 percent for poet- terelored concrete. eccordenu with Ua Construcllor Documents and Bullding Coda. I. The Contractor eMII lake all necessary measures to N119 protect adjacent IS Concrata shall bat mixed and dahvered In accordance with ASTM O 94, d) He shall verify that the reinforcement bar grade, size, placement, and splices properties. Ready -Mixed Concrete. are In accordance with to Conatructlon Documents and Bulldlne Code. 2. All site and pad preparation, such as but not IImHed lo, grading, compadan or y Testis of concrete: e) A CarWicate of Inspection eHaII be famished by the Special Inspector to the the fill, pre- saturaton, concrete slab bat preparation and vapor retarder g Building Official prior W Ma Inspection and W Us, Architect and Structural Installation eMII be performed In accordance with to Bolls Englie er'a a) Taste need not be made as noted above provided the total quaintly of Engimar. racommmdallonS as Included In the soils report. concrete placed Is lees "n Fifty (50) cu, yd. In place or the tote, a Letter of CertiFlcalion eMII be furnished by Us, Maternal Supplier to the EkAdmg 31 The bottoms or rooting excavations shall bat level, clean, end hews of loose Offow[, Architect and Structural Engineer prior W delivery or the materials to II. Placement of concrete masonry assemblages shall bat conlenuously Impacted by a material or water when concrete Is placed. Over excavation "A be filled with the Job site. The letter "[I assure that the concrete will Have the strength Specie[ Inspector. The Inspector shall as present during propamUon and taking crate as for the footing Back fill shall not bat placed until supporting epeciried. of any required Crime or test specimens, At the start of mating unite each day, roundaUons, walla, and slab lava attained surfolert strength to support lateral after the placement of reinrorcing steel to Inspect the grout space prior W avian soil pressure, b) Teets eMII be made when tasting Is noted above or where the total quaintly of grouting operation, and during all grouting operation. He roed not be Patent concrete placed Is greater than fifty (50) cu. yd. Concrete test oylleders owing the entire laying operation provided he Is present at the onset or each 4. No pipes end conduits shall extend under Isolated Column footsrg or under shall be taken and tested In accordance with ASTM C 3I, 4 ASTM C 3S. A days work Following are equirementa of the Spadel Inspector: continuous wall roothe unless speciftcally Petalled or approved by the Architect cylinder set To a sat of two (2) cylinders Form such batch or concrete sampled. and Structural Enelneer and this Building Offldal. Cylinder sets Mall be sampled at a rata or not lase than one el) en per Class or concrete placed per day, nor was than one set per 150 cu. yo, placed, nor a) He shall var[ry the taking or test selectee, S. The Contractor eMII arrange for observallon of that work by Us, Soils Enelneer, less than one set pan 5000 sq. ft, of slab or wall area Further no eta than Following are mclumemsens of that Solis Enelneen rive (5) cylindara seta shall be made of each Class of Concrete or should the b) He shall verify that the material used are properly stored and prepared for total number or Patches for a given Class of Concrete be lees then five (5), use. a) All pad preparation and rooting excavations eMII be Inspected and centimes: one (U cylinder set eMII be made for each batch placed. Teat results eMII be In compliance with the soils report by the Salle Engieeer prior to placing of Furnished to this Buntline Official, Architect, and Structural Engineer. Teat c) He eMII veiny that the concrete masonry aorta are In accordance with the conorste or steep results eMII assure that the concrete cylinders achieve a minimum strength Construclton Documents and Suldlne Coda. specified. b) A Oertificala or Compliance reguerdlne pad preparation and fooling IO. Curl Concrete eMII be matntalrod above 50P and In a contlnuowl lei d) He aHall vering that the mortar Is properly prepared and placed In accordance excavation) Shall be submlttea to the BuNd he Orf(c[al prior to hie roundlet lon �' y eclat with the ConsvucUon Documents and Building Code. Inepactlon and a copy of the certification stall be submitted W the Architect c°r'dltlon for al aGet seven (U date after placement. and Structural erelneer. 11, Minimum concrete protection For stressing tendons and reinrorcing steel all be a) He eMII VWIFV that the grout used and placed la In accordance with the DMOM A CCNglS as Follows: Construction Documents and Building Code. He eMII verify load tickets for eelw :Dl» transit mixed grout. Conde Ire Tendon and Reinforting Bar Cover Schedule: Condition Clearance f) He shall verty that construction danalla, procedures, and workmanship are In 03230 REINFDRDING STEEL FOR CdJVENTIOJAL FOUNDATIONS: accordance with the Construction Documerte and Bulldirg Code. Cast against and permanently exposed to earth. 3" I. Steel reinrorcing bare eHall conform to A6TM A 615, Deforri and Plain Bills [ g) Starts l Bars for Remfardna Steel. Bars Mall be grade: 60 except that No, 5 4 4 Cast aeainst roans, exposed to earth or weather: A Certificate of Inapectlom shall be furnlahed by Us, Special Inspector to the barn may be grads 40. Bare shall be deformed. MIII aartlFICales for roMfortine % through fll bare 01 though 36mmA 2" Building Official prior W Me Inspection and W the Archllecl and Structural bare shell be aubmlHed to the Building Ofroal prior to we, and to the Architect IS bare llbmm), and smaller, 6[reaeirg tercel I -IR" Engineer. ofd Structural Engineer. 2. Wife fabric shall c°nforn to ANSI /ASTM A 185, Steel Aide dl Wire Fabric. Plain. for Cast aeainst forma, not exposed to weather or In contact with ground: 12. Calle shall ber In vallcal allgmmml to provide a minimum unobstructed core of Concrete Relnforcemett Ml bare (19mm) and emaller. In slabs, walla, joists. 3/4" 3"x3". Dowels From roctines Mall be set to alien with comae containing rehrorche. MI bare (l9mm) and smaller. In booms, girders, Columns, I -IR" 3. Placement of minforcing steel need not be Inspected by A Spacial Inspector. 6[reaeire to don. -I/a" 13. All Celle containing reinforcing, anchors or Inoerte shall be filled solid with grout. Otmer cells eMII be grouted as noted on Construction Documents. Ur- erouled 12, Placement of concrete shall be continuously Inspected, by a Speeiel Inspector Celle shall bat blocked with a grout stop fabric to prevent then from being when Inspection It noted as being required above. Following are requirements or inadvertently grouted, the Spacial Inspector: a) He shall verify the taking or test samples. 14. Concrete surfaces shall be deened of all lattice prior to salting blocks. b) He ar ll vmiry slump. 15. Olean out Castings shall be provided At the bottom of all cells W be filled At each Iifl or pour of grout where such Iifl or pour Is In excess of 5 Feet In here9to. C) He shall verify the various types and classes of concrete used. He shell ve fg Overhanging mortar or other obstructton or debrle aHall be removed From malCle load tickets. of call walls. Olean cute shall be waled after Inspection, before grouting. d) He ar ll vering that construction details, procedures, and workmanship are In 16. Hold vertical reinforcing In poeltlon at top and bottom and at Intervals not accordance with the Construction D °CNmerts and Building Code. exceeding 200 bar dAmetea In masonry walls. a) He shall verlFy that proper Care procedure& are Implemented. 17. All reinrorcing bar Cede shell be made cold. O A Certticate of Impecllon eMII be furnlaMd by the Special Inspector to the I8, All anchor bolls and estate ahall bat secured In place prior W placlne Concrete or 5,01c ing Official prior to hie Inspection and to tro Architect, and Structural grouting masonry, Ereineer. IS. Welding of masonry reinforcement shall as the seine vie For concrete reinforcement, see section 03200, above. demonstrated Division 3 Competence to tree eatlefaclan of the Building Official Structural steel welding and A qual(Ned person Shall ba In accordance Concrete minforcne steel who, eMII move with epeclFlCduone In welding demonstrated Division 3 comlDeterce to the Totting sampling and masonry rson SMII be In accordance block placement end grouting who shall have with spea(Tcatiore In demonstrated DIVISion 4 ccmualtace to W 5. A Special Inspector (Registered Deputy Inspector) shall provide periodic modedlon of the following portion of the work Portion of work requiring periodic Ina lvldwl or firm to Dulles of special Inspection: Parrorm Inspection: Inspector: I. Placement of concrete, A qualified person Shall be In accordance conventonel reinforcing steel, whir Shall have with spenarlcaUone In anchor bolts and intents, damoretreted DNleton 3 Conpetionce to sea satisfa tTon of tre Building Official 2. Placement of masonry reinforcing A qualified piston Shall be In accordance steel, anchor bolt& and Inserts, who shall Mva with specVicauons In demonstrated DtAletcn 4 competence to the eati faction of the Suld(rg Official 61 A Structural Observer, belne Allinson to Structural Enelmeer -of- Record or his designee, shall provide periodic structural obsevatlon of the work The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. upon the Contractor's completion of each of the listed stage of trot work and upon completior or any adjubtsmi to the work occasioned by the Structural Observer's visits, the Contractor Mall call for the Structural Observer W visit the project. Vlslls are made so that the Structural Observer may make a determlmtlon as to If the structure is In general conformance with the Intent or the construction douuneMe. Observation shall be In accordance with speclficalan Section 01440, I All to fourdalion pow. 2 Upon completion of wall reinforcing and hardware placement before placing of Concrete or grout. 14 Monarch Eau Plaza, 0416 Elements of that work W be observed Include but are not necessarily limited to: excavation configuration, reinforcement, and hardware. Elements of the work to be observed Include but are not necessarily limited tin malerlale of construction, faeteran, hardware. details or Construction and Upon completion of any adjustments I Elements of the work to be observed to Us, work occasorod by that Include but are not necessarily limned Structural Observers visits. &sues oreviouslu addressed bu the 1. The Contractor shall coordinate, In a timely mamm, a pra- costruction meaning. The meeting small Include trot Structural Engineer's desigroe providing periodic structural observation, tFa Contractor, appropriate subcontractors, Spatial Inspectors and other Interested parties. The purpose of the meaning Is W Idenuly and clarVy essential structural elements and connections that affect the vertical and lateral systems and to review schaduline of the required structural observations. 5. Prior to the contractor calling the BWIdme Orftclal for any Inspection of Foundation or Fering work, the Structural Observer eMII have observed this work And grvan a written opinion of sea findings to the Bunaing Official, I, 2010 "Oallfomla Building Code ". 2. Wnct Site Specific Variables. Basic wind speed, 85 miles per hour: axposwe 5.(3 second (just) hand use group: It Building Category: Enclosed Building Component and Cladding: Design McUadology: Analytical, All bight 3. Selsmlc Vte Specific varieblee: abs.O.S07e 1.0340@ St iamm use eroupi 11 Spectral rewpor affolsnts: Site class: D Seismic Design Category: D Beso seismic force resisting system: Intermediate Moment Rama Design Base Sheer: as noted on caCUetlons Analysis Procedure: Equivalent. lateral force procedure 4. Foundation dealer Is per lolls report: by: Geopacirma, Inc. date: July 13, 2010 450=141,1I1CA:L0 6TATV1W o roe -m -w can mt ro. xonecw The wtderalgned hee reviewed these drawings and final them In general conformance with the Intentions or the geett err lcal ecommma'aliona. Seal Is not an Indlcallon of tra drawvga having bean prepared under the 5ignatorb supervision. 1 All work not detalled, speclFied or noted sHaII be constructed the same As similar ark shown In the construction documents. LLM1era the work Is not detailed, 5paATF ad or noted It shall be In accordance with accepted trade standards, for good and workmanship flke construction, Rater to Architectural landscape and clvn drawings for additional Information All dimensions on the structural drawings shall be compared with those on the architectural landacapa and civil drawings by the Contractor prior to Construction. The Contractor "[I notify the Structural Engiroer of ctsompar:ciee, UNDERGROUND SERVICE ALERT IA YONARCa MY PU2A g474 SAN ELIJO JOINT POWERS p0.orESS/ ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POMT. CA. Qmme THO VQ�O G A e FF: (744) zva -8219 ms d4 �C 31597 Camino Ce etla p L-L- TELA (914) PoB -aEtO 1 g , C mwat.dmemet W s San Juan Colstram, GA92675 'm� n° wea.R ileelgngrauitm OROUP r 8II rnxs anxc sxcixass Sf - ROUP sr UCN0.P xv [9491493-2690 fax TWO WORKING DAYS am care aamwez SIGN DATE 'lF Uf CALt4�� 19 491 49 3 -2GOO pAOns SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec STAFFS CHECKED EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD DED r� APP�R� LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE:' ENCINITAS COMMUNITY PARK 10630 -G NO. 52827 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 10OSTAFA OLOUMI EXP.: 09/30/13 DATE DATE SITE STRUCTURAL NOTES & SPECIFICATIONS SSN1 HEET 84 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA m The concrete mix Cotten shall bat much that the resulting Owed concrete than a) He shall verify the mill certificates. be Free or &IgnThaant cracks or eignifcant vertical displacement ON The concrete mix design shell be such that the reeulUng cured concrete at 25 b) He shall verify that the material used are properly stored and prepared for to 42 days or a ge shall have a water soluble Chloride Ior(CI) content contn in use. 02350 CONVENTIONAL FOUNDATIONS: concrata of no more than 030 percent by w o6t- for cond concrete. U He shall nce with that construction Canada, procedures, 5 nd Building and workmanship are In reinforced concrete and OA6 percent for poet- terelored concrete. eccordenu with Ua Construcllor Documents and Bullding Coda. I. The Contractor eMII lake all necessary measures to N119 protect adjacent IS Concrata shall bat mixed and dahvered In accordance with ASTM O 94, d) He shall verify that the reinforcement bar grade, size, placement, and splices properties. Ready -Mixed Concrete. are In accordance with to Conatructlon Documents and Bulldlne Code. 2. All site and pad preparation, such as but not IImHed lo, grading, compadan or y Testis of concrete: e) A CarWicate of Inspection eHaII be famished by the Special Inspector to the the fill, pre- saturaton, concrete slab bat preparation and vapor retarder g Building Official prior W Ma Inspection and W Us, Architect and Structural Installation eMII be performed In accordance with to Bolls Englie er'a a) Taste need not be made as noted above provided the total quaintly of Engimar. racommmdallonS as Included In the soils report. concrete placed Is lees "n Fifty (50) cu, yd. In place or the tote, a Letter of CertiFlcalion eMII be furnished by Us, Maternal Supplier to the EkAdmg 31 The bottoms or rooting excavations shall bat level, clean, end hews of loose Offow[, Architect and Structural Engineer prior W delivery or the materials to II. Placement of concrete masonry assemblages shall bat conlenuously Impacted by a material or water when concrete Is placed. Over excavation "A be filled with the Job site. The letter "[I assure that the concrete will Have the strength Specie[ Inspector. The Inspector shall as present during propamUon and taking crate as for the footing Back fill shall not bat placed until supporting epeciried. of any required Crime or test specimens, At the start of mating unite each day, roundaUons, walla, and slab lava attained surfolert strength to support lateral after the placement of reinrorcing steel to Inspect the grout space prior W avian soil pressure, b) Teets eMII be made when tasting Is noted above or where the total quaintly of grouting operation, and during all grouting operation. He roed not be Patent concrete placed Is greater than fifty (50) cu. yd. Concrete test oylleders owing the entire laying operation provided he Is present at the onset or each 4. No pipes end conduits shall extend under Isolated Column footsrg or under shall be taken and tested In accordance with ASTM C 3I, 4 ASTM C 3S. A days work Following are equirementa of the Spadel Inspector: continuous wall roothe unless speciftcally Petalled or approved by the Architect cylinder set To a sat of two (2) cylinders Form such batch or concrete sampled. and Structural Enelneer and this Building Offldal. Cylinder sets Mall be sampled at a rata or not lase than one el) en per Class or concrete placed per day, nor was than one set per 150 cu. yo, placed, nor a) He shall var[ry the taking or test selectee, S. The Contractor eMII arrange for observallon of that work by Us, Soils Enelneer, less than one set pan 5000 sq. ft, of slab or wall area Further no eta than Following are mclumemsens of that Solis Enelneen rive (5) cylindara seta shall be made of each Class of Concrete or should the b) He shall verify that the material used are properly stored and prepared for total number or Patches for a given Class of Concrete be lees then five (5), use. a) All pad preparation and rooting excavations eMII be Inspected and centimes: one (U cylinder set eMII be made for each batch placed. Teat results eMII be In compliance with the soils report by the Salle Engieeer prior to placing of Furnished to this Buntline Official, Architect, and Structural Engineer. Teat c) He eMII veiny that the concrete masonry aorta are In accordance with the conorste or steep results eMII assure that the concrete cylinders achieve a minimum strength Construclton Documents and Suldlne Coda. specified. b) A Oertificala or Compliance reguerdlne pad preparation and fooling IO. Curl Concrete eMII be matntalrod above 50P and In a contlnuowl lei d) He aHall vering that the mortar Is properly prepared and placed In accordance excavation) Shall be submlttea to the BuNd he Orf(c[al prior to hie roundlet lon �' y eclat with the ConsvucUon Documents and Building Code. Inepactlon and a copy of the certification stall be submitted W the Architect c°r'dltlon for al aGet seven (U date after placement. and Structural erelneer. 11, Minimum concrete protection For stressing tendons and reinrorcing steel all be a) He eMII VWIFV that the grout used and placed la In accordance with the DMOM A CCNglS as Follows: Construction Documents and Building Code. He eMII verify load tickets for eelw :Dl» transit mixed grout. Conde Ire Tendon and Reinforting Bar Cover Schedule: Condition Clearance f) He shall verty that construction danalla, procedures, and workmanship are In 03230 REINFDRDING STEEL FOR CdJVENTIOJAL FOUNDATIONS: accordance with the Construction Documerte and Bulldirg Code. Cast against and permanently exposed to earth. 3" I. Steel reinrorcing bare eHall conform to A6TM A 615, Deforri and Plain Bills [ g) Starts l Bars for Remfardna Steel. Bars Mall be grade: 60 except that No, 5 4 4 Cast aeainst roans, exposed to earth or weather: A Certificate of Inapectlom shall be furnlahed by Us, Special Inspector to the barn may be grads 40. Bare shall be deformed. MIII aartlFICales for roMfortine % through fll bare 01 though 36mmA 2" Building Official prior W Me Inspection and W the Archllecl and Structural bare shell be aubmlHed to the Building Ofroal prior to we, and to the Architect IS bare llbmm), and smaller, 6[reaeirg tercel I -IR" Engineer. ofd Structural Engineer. 2. Wife fabric shall c°nforn to ANSI /ASTM A 185, Steel Aide dl Wire Fabric. Plain. for Cast aeainst forma, not exposed to weather or In contact with ground: 12. Calle shall ber In vallcal allgmmml to provide a minimum unobstructed core of Concrete Relnforcemett Ml bare (19mm) and emaller. In slabs, walla, joists. 3/4" 3"x3". Dowels From roctines Mall be set to alien with comae containing rehrorche. MI bare (l9mm) and smaller. In booms, girders, Columns, I -IR" 3. Placement of minforcing steel need not be Inspected by A Spacial Inspector. 6[reaeire to don. -I/a" 13. All Celle containing reinforcing, anchors or Inoerte shall be filled solid with grout. Otmer cells eMII be grouted as noted on Construction Documents. Ur- erouled 12, Placement of concrete shall be continuously Inspected, by a Speeiel Inspector Celle shall bat blocked with a grout stop fabric to prevent then from being when Inspection It noted as being required above. Following are requirements or inadvertently grouted, the Spacial Inspector: a) He shall verify the taking or test samples. 14. Concrete surfaces shall be deened of all lattice prior to salting blocks. b) He ar ll vmiry slump. 15. Olean out Castings shall be provided At the bottom of all cells W be filled At each Iifl or pour of grout where such Iifl or pour Is In excess of 5 Feet In here9to. C) He shall verify the various types and classes of concrete used. He shell ve fg Overhanging mortar or other obstructton or debrle aHall be removed From malCle load tickets. of call walls. Olean cute shall be waled after Inspection, before grouting. d) He ar ll vering that construction details, procedures, and workmanship are In 16. Hold vertical reinforcing In poeltlon at top and bottom and at Intervals not accordance with the Construction D °CNmerts and Building Code. exceeding 200 bar dAmetea In masonry walls. a) He shall verlFy that proper Care procedure& are Implemented. 17. All reinrorcing bar Cede shell be made cold. O A Certticate of Impecllon eMII be furnlaMd by the Special Inspector to the I8, All anchor bolls and estate ahall bat secured In place prior W placlne Concrete or 5,01c ing Official prior to hie Inspection and to tro Architect, and Structural grouting masonry, Ereineer. IS. Welding of masonry reinforcement shall as the seine vie For concrete reinforcement, see section 03200, above. demonstrated Division 3 Competence to tree eatlefaclan of the Building Official Structural steel welding and A qual(Ned person Shall ba In accordance Concrete minforcne steel who, eMII move with epeclFlCduone In welding demonstrated Division 3 comlDeterce to the Totting sampling and masonry rson SMII be In accordance block placement end grouting who shall have with spea(Tcatiore In demonstrated DIVISion 4 ccmualtace to W 5. A Special Inspector (Registered Deputy Inspector) shall provide periodic modedlon of the following portion of the work Portion of work requiring periodic Ina lvldwl or firm to Dulles of special Inspection: Parrorm Inspection: Inspector: I. Placement of concrete, A qualified person Shall be In accordance conventonel reinforcing steel, whir Shall have with spenarlcaUone In anchor bolts and intents, damoretreted DNleton 3 Conpetionce to sea satisfa tTon of tre Building Official 2. Placement of masonry reinforcing A qualified piston Shall be In accordance steel, anchor bolt& and Inserts, who shall Mva with specVicauons In demonstrated DtAletcn 4 competence to the eati faction of the Suld(rg Official 61 A Structural Observer, belne Allinson to Structural Enelmeer -of- Record or his designee, shall provide periodic structural obsevatlon of the work The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. upon the Contractor's completion of each of the listed stage of trot work and upon completior or any adjubtsmi to the work occasioned by the Structural Observer's visits, the Contractor Mall call for the Structural Observer W visit the project. Vlslls are made so that the Structural Observer may make a determlmtlon as to If the structure is In general conformance with the Intent or the construction douuneMe. Observation shall be In accordance with speclficalan Section 01440, I All to fourdalion pow. 2 Upon completion of wall reinforcing and hardware placement before placing of Concrete or grout. 14 Monarch Eau Plaza, 0416 Elements of that work W be observed Include but are not necessarily limited to: excavation configuration, reinforcement, and hardware. Elements of the work to be observed Include but are not necessarily limited tin malerlale of construction, faeteran, hardware. details or Construction and Upon completion of any adjustments I Elements of the work to be observed to Us, work occasorod by that Include but are not necessarily limned Structural Observers visits. &sues oreviouslu addressed bu the 1. The Contractor shall coordinate, In a timely mamm, a pra- costruction meaning. The meeting small Include trot Structural Engineer's desigroe providing periodic structural observation, tFa Contractor, appropriate subcontractors, Spatial Inspectors and other Interested parties. The purpose of the meaning Is W Idenuly and clarVy essential structural elements and connections that affect the vertical and lateral systems and to review schaduline of the required structural observations. 5. Prior to the contractor calling the BWIdme Orftclal for any Inspection of Foundation or Fering work, the Structural Observer eMII have observed this work And grvan a written opinion of sea findings to the Bunaing Official, I, 2010 "Oallfomla Building Code ". 2. Wnct Site Specific Variables. Basic wind speed, 85 miles per hour: axposwe 5.(3 second (just) hand use group: It Building Category: Enclosed Building Component and Cladding: Design McUadology: Analytical, All bight 3. Selsmlc Vte Specific varieblee: abs.O.S07e 1.0340@ St iamm use eroupi 11 Spectral rewpor affolsnts: Site class: D Seismic Design Category: D Beso seismic force resisting system: Intermediate Moment Rama Design Base Sheer: as noted on caCUetlons Analysis Procedure: Equivalent. lateral force procedure 4. Foundation dealer Is per lolls report: by: Geopacirma, Inc. date: July 13, 2010 450=141,1I1CA:L0 6TATV1W o roe -m -w can mt ro. xonecw The wtderalgned hee reviewed these drawings and final them In general conformance with the Intentions or the geett err lcal ecommma'aliona. Seal Is not an Indlcallon of tra drawvga having bean prepared under the 5ignatorb supervision. 1 All work not detalled, speclFied or noted sHaII be constructed the same As similar ark shown In the construction documents. LLM1era the work Is not detailed, 5paATF ad or noted It shall be In accordance with accepted trade standards, for good and workmanship flke construction, Rater to Architectural landscape and clvn drawings for additional Information All dimensions on the structural drawings shall be compared with those on the architectural landacapa and civil drawings by the Contractor prior to Construction. The Contractor "[I notify the Structural Engiroer of ctsompar:ciee, UNDERGROUND SERVICE ALERT IA YONARCa MY PU2A g474 SAN ELIJO JOINT POWERS p0.orESS/ ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POMT. CA. Qmme THO VQ�O G A e FF: (744) zva -8219 ms d4 �C 31597 Camino Ce etla p L-L- TELA (914) PoB -aEtO 1 g , C mwat.dmemet W s San Juan Colstram, GA92675 'm� n° wea.R ileelgngrauitm OROUP r 8II rnxs anxc sxcixass Sf - ROUP sr UCN0.P xv [9491493-2690 fax TWO WORKING DAYS am care aamwez SIGN DATE 'lF Uf CALt4�� 19 491 49 3 -2GOO pAOns SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec STAFFS CHECKED EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD DED r� APP�R� LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE:' ENCINITAS COMMUNITY PARK 10630 -G NO. 52827 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 10OSTAFA OLOUMI EXP.: 09/30/13 DATE DATE SITE STRUCTURAL NOTES & SPECIFICATIONS SSN1 HEET 84 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA I. Steel reinrorcing bare eHall conform to A6TM A 615, Deforri and Plain Bills [ g) Starts l Bars for Remfardna Steel. Bars Mall be grade: 60 except that No, 5 4 4 Cast aeainst roans, exposed to earth or weather: A Certificate of Inapectlom shall be furnlahed by Us, Special Inspector to the barn may be grads 40. Bare shall be deformed. MIII aartlFICales for roMfortine % through fll bare 01 though 36mmA 2" Building Official prior W Me Inspection and W the Archllecl and Structural bare shell be aubmlHed to the Building Ofroal prior to we, and to the Architect IS bare llbmm), and smaller, 6[reaeirg tercel I -IR" Engineer. ofd Structural Engineer. 2. Wife fabric shall c°nforn to ANSI /ASTM A 185, Steel Aide dl Wire Fabric. Plain. for Cast aeainst forma, not exposed to weather or In contact with ground: 12. Calle shall ber In vallcal allgmmml to provide a minimum unobstructed core of Concrete Relnforcemett Ml bare (19mm) and emaller. In slabs, walla, joists. 3/4" 3"x3". Dowels From roctines Mall be set to alien with comae containing rehrorche. MI bare (l9mm) and smaller. In booms, girders, Columns, I -IR" 3. Placement of minforcing steel need not be Inspected by A Spacial Inspector. 6[reaeire to don. -I/a" 13. All Celle containing reinforcing, anchors or Inoerte shall be filled solid with grout. Otmer cells eMII be grouted as noted on Construction Documents. Ur- erouled 12, Placement of concrete shall be continuously Inspected, by a Speeiel Inspector Celle shall bat blocked with a grout stop fabric to prevent then from being when Inspection It noted as being required above. Following are requirements or inadvertently grouted, the Spacial Inspector: a) He shall verify the taking or test samples. 14. Concrete surfaces shall be deened of all lattice prior to salting blocks. b) He ar ll vmiry slump. 15. Olean out Castings shall be provided At the bottom of all cells W be filled At each Iifl or pour of grout where such Iifl or pour Is In excess of 5 Feet In here9to. C) He shall verify the various types and classes of concrete used. He shell ve fg Overhanging mortar or other obstructton or debrle aHall be removed From malCle load tickets. of call walls. Olean cute shall be waled after Inspection, before grouting. d) He ar ll vering that construction details, procedures, and workmanship are In 16. Hold vertical reinforcing In poeltlon at top and bottom and at Intervals not accordance with the Construction D °CNmerts and Building Code. exceeding 200 bar dAmetea In masonry walls. a) He shall verlFy that proper Care procedure& are Implemented. 17. All reinrorcing bar Cede shell be made cold. O A Certticate of Impecllon eMII be furnlaMd by the Special Inspector to the I8, All anchor bolls and estate ahall bat secured In place prior W placlne Concrete or 5,01c ing Official prior to hie Inspection and to tro Architect, and Structural grouting masonry, Ereineer. IS. Welding of masonry reinforcement shall as the seine vie For concrete reinforcement, see section 03200, above. demonstrated Division 3 Competence to tree eatlefaclan of the Building Official Structural steel welding and A qual(Ned person Shall ba In accordance Concrete minforcne steel who, eMII move with epeclFlCduone In welding demonstrated Division 3 comlDeterce to the Totting sampling and masonry rson SMII be In accordance block placement end grouting who shall have with spea(Tcatiore In demonstrated DIVISion 4 ccmualtace to W 5. A Special Inspector (Registered Deputy Inspector) shall provide periodic modedlon of the following portion of the work Portion of work requiring periodic Ina lvldwl or firm to Dulles of special Inspection: Parrorm Inspection: Inspector: I. Placement of concrete, A qualified person Shall be In accordance conventonel reinforcing steel, whir Shall have with spenarlcaUone In anchor bolts and intents, damoretreted DNleton 3 Conpetionce to sea satisfa tTon of tre Building Official 2. Placement of masonry reinforcing A qualified piston Shall be In accordance steel, anchor bolt& and Inserts, who shall Mva with specVicauons In demonstrated DtAletcn 4 competence to the eati faction of the Suld(rg Official 61 A Structural Observer, belne Allinson to Structural Enelmeer -of- Record or his designee, shall provide periodic structural obsevatlon of the work The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. upon the Contractor's completion of each of the listed stage of trot work and upon completior or any adjubtsmi to the work occasioned by the Structural Observer's visits, the Contractor Mall call for the Structural Observer W visit the project. Vlslls are made so that the Structural Observer may make a determlmtlon as to If the structure is In general conformance with the Intent or the construction douuneMe. Observation shall be In accordance with speclficalan Section 01440, I All to fourdalion pow. 2 Upon completion of wall reinforcing and hardware placement before placing of Concrete or grout. 14 Monarch Eau Plaza, 0416 Elements of that work W be observed Include but are not necessarily limited to: excavation configuration, reinforcement, and hardware. Elements of the work to be observed Include but are not necessarily limited tin malerlale of construction, faeteran, hardware. details or Construction and Upon completion of any adjustments I Elements of the work to be observed to Us, work occasorod by that Include but are not necessarily limned Structural Observers visits. &sues oreviouslu addressed bu the 1. The Contractor shall coordinate, In a timely mamm, a pra- costruction meaning. The meeting small Include trot Structural Engineer's desigroe providing periodic structural observation, tFa Contractor, appropriate subcontractors, Spatial Inspectors and other Interested parties. The purpose of the meaning Is W Idenuly and clarVy essential structural elements and connections that affect the vertical and lateral systems and to review schaduline of the required structural observations. 5. Prior to the contractor calling the BWIdme Orftclal for any Inspection of Foundation or Fering work, the Structural Observer eMII have observed this work And grvan a written opinion of sea findings to the Bunaing Official, I, 2010 "Oallfomla Building Code ". 2. Wnct Site Specific Variables. Basic wind speed, 85 miles per hour: axposwe 5.(3 second (just) hand use group: It Building Category: Enclosed Building Component and Cladding: Design McUadology: Analytical, All bight 3. Selsmlc Vte Specific varieblee: abs.O.S07e 1.0340@ St iamm use eroupi 11 Spectral rewpor affolsnts: Site class: D Seismic Design Category: D Beso seismic force resisting system: Intermediate Moment Rama Design Base Sheer: as noted on caCUetlons Analysis Procedure: Equivalent. lateral force procedure 4. Foundation dealer Is per lolls report: by: Geopacirma, Inc. date: July 13, 2010 450=141,1I1CA:L0 6TATV1W o roe -m -w can mt ro. xonecw The wtderalgned hee reviewed these drawings and final them In general conformance with the Intentions or the geett err lcal ecommma'aliona. Seal Is not an Indlcallon of tra drawvga having bean prepared under the 5ignatorb supervision. 1 All work not detalled, speclFied or noted sHaII be constructed the same As similar ark shown In the construction documents. LLM1era the work Is not detailed, 5paATF ad or noted It shall be In accordance with accepted trade standards, for good and workmanship flke construction, Rater to Architectural landscape and clvn drawings for additional Information All dimensions on the structural drawings shall be compared with those on the architectural landacapa and civil drawings by the Contractor prior to Construction. The Contractor "[I notify the Structural Engiroer of ctsompar:ciee, UNDERGROUND SERVICE ALERT IA YONARCa MY PU2A g474 SAN ELIJO JOINT POWERS p0.orESS/ ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POMT. CA. Qmme THO VQ�O G A e FF: (744) zva -8219 ms d4 �C 31597 Camino Ce etla p L-L- TELA (914) PoB -aEtO 1 g , C mwat.dmemet W s San Juan Colstram, GA92675 'm� n° wea.R ileelgngrauitm OROUP r 8II rnxs anxc sxcixass Sf - ROUP sr UCN0.P xv [9491493-2690 fax TWO WORKING DAYS am care aamwez SIGN DATE 'lF Uf CALt4�� 19 491 49 3 -2GOO pAOns SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec STAFFS CHECKED EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD DED r� APP�R� LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE:' ENCINITAS COMMUNITY PARK 10630 -G NO. 52827 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 10OSTAFA OLOUMI EXP.: 09/30/13 DATE DATE SITE STRUCTURAL NOTES & SPECIFICATIONS SSN1 HEET 84 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA demonstrated Division 3 Competence to tree eatlefaclan of the Building Official Structural steel welding and A qual(Ned person Shall ba In accordance Concrete minforcne steel who, eMII move with epeclFlCduone In welding demonstrated Division 3 comlDeterce to the Totting sampling and masonry rson SMII be In accordance block placement end grouting who shall have with spea(Tcatiore In demonstrated DIVISion 4 ccmualtace to W 5. A Special Inspector (Registered Deputy Inspector) shall provide periodic modedlon of the following portion of the work Portion of work requiring periodic Ina lvldwl or firm to Dulles of special Inspection: Parrorm Inspection: Inspector: I. Placement of concrete, A qualified person Shall be In accordance conventonel reinforcing steel, whir Shall have with spenarlcaUone In anchor bolts and intents, damoretreted DNleton 3 Conpetionce to sea satisfa tTon of tre Building Official 2. Placement of masonry reinforcing A qualified piston Shall be In accordance steel, anchor bolt& and Inserts, who shall Mva with specVicauons In demonstrated DtAletcn 4 competence to the eati faction of the Suld(rg Official 61 A Structural Observer, belne Allinson to Structural Enelmeer -of- Record or his designee, shall provide periodic structural obsevatlon of the work The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. upon the Contractor's completion of each of the listed stage of trot work and upon completior or any adjubtsmi to the work occasioned by the Structural Observer's visits, the Contractor Mall call for the Structural Observer W visit the project. Vlslls are made so that the Structural Observer may make a determlmtlon as to If the structure is In general conformance with the Intent or the construction douuneMe. Observation shall be In accordance with speclficalan Section 01440, I All to fourdalion pow. 2 Upon completion of wall reinforcing and hardware placement before placing of Concrete or grout. 14 Monarch Eau Plaza, 0416 Elements of that work W be observed Include but are not necessarily limited to: excavation configuration, reinforcement, and hardware. Elements of the work to be observed Include but are not necessarily limited tin malerlale of construction, faeteran, hardware. details or Construction and Upon completion of any adjustments I Elements of the work to be observed to Us, work occasorod by that Include but are not necessarily limned Structural Observers visits. &sues oreviouslu addressed bu the 1. The Contractor shall coordinate, In a timely mamm, a pra- costruction meaning. The meeting small Include trot Structural Engineer's desigroe providing periodic structural observation, tFa Contractor, appropriate subcontractors, Spatial Inspectors and other Interested parties. The purpose of the meaning Is W Idenuly and clarVy essential structural elements and connections that affect the vertical and lateral systems and to review schaduline of the required structural observations. 5. Prior to the contractor calling the BWIdme Orftclal for any Inspection of Foundation or Fering work, the Structural Observer eMII have observed this work And grvan a written opinion of sea findings to the Bunaing Official, I, 2010 "Oallfomla Building Code ". 2. Wnct Site Specific Variables. Basic wind speed, 85 miles per hour: axposwe 5.(3 second (just) hand use group: It Building Category: Enclosed Building Component and Cladding: Design McUadology: Analytical, All bight 3. Selsmlc Vte Specific varieblee: abs.O.S07e 1.0340@ St iamm use eroupi 11 Spectral rewpor affolsnts: Site class: D Seismic Design Category: D Beso seismic force resisting system: Intermediate Moment Rama Design Base Sheer: as noted on caCUetlons Analysis Procedure: Equivalent. lateral force procedure 4. Foundation dealer Is per lolls report: by: Geopacirma, Inc. date: July 13, 2010 450=141,1I1CA:L0 6TATV1W o roe -m -w can mt ro. xonecw The wtderalgned hee reviewed these drawings and final them In general conformance with the Intentions or the geett err lcal ecommma'aliona. Seal Is not an Indlcallon of tra drawvga having bean prepared under the 5ignatorb supervision. 1 All work not detalled, speclFied or noted sHaII be constructed the same As similar ark shown In the construction documents. LLM1era the work Is not detailed, 5paATF ad or noted It shall be In accordance with accepted trade standards, for good and workmanship flke construction, Rater to Architectural landscape and clvn drawings for additional Information All dimensions on the structural drawings shall be compared with those on the architectural landacapa and civil drawings by the Contractor prior to Construction. The Contractor "[I notify the Structural Engiroer of ctsompar:ciee, UNDERGROUND SERVICE ALERT IA YONARCa MY PU2A g474 SAN ELIJO JOINT POWERS p0.orESS/ ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POMT. CA. Qmme THO VQ�O G A e FF: (744) zva -8219 ms d4 �C 31597 Camino Ce etla p L-L- TELA (914) PoB -aEtO 1 g , C mwat.dmemet W s San Juan Colstram, GA92675 'm� n° wea.R ileelgngrauitm OROUP r 8II rnxs anxc sxcixass Sf - ROUP sr UCN0.P xv [9491493-2690 fax TWO WORKING DAYS am care aamwez SIGN DATE 'lF Uf CALt4�� 19 491 49 3 -2GOO pAOns SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec STAFFS CHECKED EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD DED r� APP�R� LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE:' ENCINITAS COMMUNITY PARK 10630 -G NO. 52827 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 10OSTAFA OLOUMI EXP.: 09/30/13 DATE DATE SITE STRUCTURAL NOTES & SPECIFICATIONS SSN1 HEET 84 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA Totting sampling and masonry rson SMII be In accordance block placement end grouting who shall have with spea(Tcatiore In demonstrated DIVISion 4 ccmualtace to W 5. A Special Inspector (Registered Deputy Inspector) shall provide periodic modedlon of the following portion of the work Portion of work requiring periodic Ina lvldwl or firm to Dulles of special Inspection: Parrorm Inspection: Inspector: I. Placement of concrete, A qualified person Shall be In accordance conventonel reinforcing steel, whir Shall have with spenarlcaUone In anchor bolts and intents, damoretreted DNleton 3 Conpetionce to sea satisfa tTon of tre Building Official 2. Placement of masonry reinforcing A qualified piston Shall be In accordance steel, anchor bolt& and Inserts, who shall Mva with specVicauons In demonstrated DtAletcn 4 competence to the eati faction of the Suld(rg Official 61 A Structural Observer, belne Allinson to Structural Enelmeer -of- Record or his designee, shall provide periodic structural obsevatlon of the work The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. upon the Contractor's completion of each of the listed stage of trot work and upon completior or any adjubtsmi to the work occasioned by the Structural Observer's visits, the Contractor Mall call for the Structural Observer W visit the project. Vlslls are made so that the Structural Observer may make a determlmtlon as to If the structure is In general conformance with the Intent or the construction douuneMe. Observation shall be In accordance with speclficalan Section 01440, I All to fourdalion pow. 2 Upon completion of wall reinforcing and hardware placement before placing of Concrete or grout. 14 Monarch Eau Plaza, 0416 Elements of that work W be observed Include but are not necessarily limited to: excavation configuration, reinforcement, and hardware. Elements of the work to be observed Include but are not necessarily limited tin malerlale of construction, faeteran, hardware. details or Construction and Upon completion of any adjustments I Elements of the work to be observed to Us, work occasorod by that Include but are not necessarily limned Structural Observers visits. &sues oreviouslu addressed bu the 1. The Contractor shall coordinate, In a timely mamm, a pra- costruction meaning. The meeting small Include trot Structural Engineer's desigroe providing periodic structural observation, tFa Contractor, appropriate subcontractors, Spatial Inspectors and other Interested parties. The purpose of the meaning Is W Idenuly and clarVy essential structural elements and connections that affect the vertical and lateral systems and to review schaduline of the required structural observations. 5. Prior to the contractor calling the BWIdme Orftclal for any Inspection of Foundation or Fering work, the Structural Observer eMII have observed this work And grvan a written opinion of sea findings to the Bunaing Official, I, 2010 "Oallfomla Building Code ". 2. Wnct Site Specific Variables. Basic wind speed, 85 miles per hour: axposwe 5.(3 second (just) hand use group: It Building Category: Enclosed Building Component and Cladding: Design McUadology: Analytical, All bight 3. Selsmlc Vte Specific varieblee: abs.O.S07e 1.0340@ St iamm use eroupi 11 Spectral rewpor affolsnts: Site class: D Seismic Design Category: D Beso seismic force resisting system: Intermediate Moment Rama Design Base Sheer: as noted on caCUetlons Analysis Procedure: Equivalent. lateral force procedure 4. Foundation dealer Is per lolls report: by: Geopacirma, Inc. date: July 13, 2010 450=141,1I1CA:L0 6TATV1W o roe -m -w can mt ro. xonecw The wtderalgned hee reviewed these drawings and final them In general conformance with the Intentions or the geett err lcal ecommma'aliona. Seal Is not an Indlcallon of tra drawvga having bean prepared under the 5ignatorb supervision. 1 All work not detalled, speclFied or noted sHaII be constructed the same As similar ark shown In the construction documents. LLM1era the work Is not detailed, 5paATF ad or noted It shall be In accordance with accepted trade standards, for good and workmanship flke construction, Rater to Architectural landscape and clvn drawings for additional Information All dimensions on the structural drawings shall be compared with those on the architectural landacapa and civil drawings by the Contractor prior to Construction. The Contractor "[I notify the Structural Engiroer of ctsompar:ciee, UNDERGROUND SERVICE ALERT IA YONARCa MY PU2A g474 SAN ELIJO JOINT POWERS p0.orESS/ ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POMT. CA. Qmme THO VQ�O G A e FF: (744) zva -8219 ms d4 �C 31597 Camino Ce etla p L-L- TELA (914) PoB -aEtO 1 g , C mwat.dmemet W s San Juan Colstram, GA92675 'm� n° wea.R ileelgngrauitm OROUP r 8II rnxs anxc sxcixass Sf - ROUP sr UCN0.P xv [9491493-2690 fax TWO WORKING DAYS am care aamwez SIGN DATE 'lF Uf CALt4�� 19 491 49 3 -2GOO pAOns SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec STAFFS CHECKED EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD DED r� APP�R� LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE:' ENCINITAS COMMUNITY PARK 10630 -G NO. 52827 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 10OSTAFA OLOUMI EXP.: 09/30/13 DATE DATE SITE STRUCTURAL NOTES & SPECIFICATIONS SSN1 HEET 84 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 61 A Structural Observer, belne Allinson to Structural Enelmeer -of- Record or his designee, shall provide periodic structural obsevatlon of the work The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. upon the Contractor's completion of each of the listed stage of trot work and upon completior or any adjubtsmi to the work occasioned by the Structural Observer's visits, the Contractor Mall call for the Structural Observer W visit the project. Vlslls are made so that the Structural Observer may make a determlmtlon as to If the structure is In general conformance with the Intent or the construction douuneMe. Observation shall be In accordance with speclficalan Section 01440, I All to fourdalion pow. 2 Upon completion of wall reinforcing and hardware placement before placing of Concrete or grout. 14 Monarch Eau Plaza, 0416 Elements of that work W be observed Include but are not necessarily limited to: excavation configuration, reinforcement, and hardware. Elements of the work to be observed Include but are not necessarily limited tin malerlale of construction, faeteran, hardware. details or Construction and Upon completion of any adjustments I Elements of the work to be observed to Us, work occasorod by that Include but are not necessarily limned Structural Observers visits. &sues oreviouslu addressed bu the 1. The Contractor shall coordinate, In a timely mamm, a pra- costruction meaning. The meeting small Include trot Structural Engineer's desigroe providing periodic structural observation, tFa Contractor, appropriate subcontractors, Spatial Inspectors and other Interested parties. The purpose of the meaning Is W Idenuly and clarVy essential structural elements and connections that affect the vertical and lateral systems and to review schaduline of the required structural observations. 5. Prior to the contractor calling the BWIdme Orftclal for any Inspection of Foundation or Fering work, the Structural Observer eMII have observed this work And grvan a written opinion of sea findings to the Bunaing Official, I, 2010 "Oallfomla Building Code ". 2. Wnct Site Specific Variables. Basic wind speed, 85 miles per hour: axposwe 5.(3 second (just) hand use group: It Building Category: Enclosed Building Component and Cladding: Design McUadology: Analytical, All bight 3. Selsmlc Vte Specific varieblee: abs.O.S07e 1.0340@ St iamm use eroupi 11 Spectral rewpor affolsnts: Site class: D Seismic Design Category: D Beso seismic force resisting system: Intermediate Moment Rama Design Base Sheer: as noted on caCUetlons Analysis Procedure: Equivalent. lateral force procedure 4. Foundation dealer Is per lolls report: by: Geopacirma, Inc. date: July 13, 2010 450=141,1I1CA:L0 6TATV1W o roe -m -w can mt ro. xonecw The wtderalgned hee reviewed these drawings and final them In general conformance with the Intentions or the geett err lcal ecommma'aliona. Seal Is not an Indlcallon of tra drawvga having bean prepared under the 5ignatorb supervision. 1 All work not detalled, speclFied or noted sHaII be constructed the same As similar ark shown In the construction documents. LLM1era the work Is not detailed, 5paATF ad or noted It shall be In accordance with accepted trade standards, for good and workmanship flke construction, Rater to Architectural landscape and clvn drawings for additional Information All dimensions on the structural drawings shall be compared with those on the architectural landacapa and civil drawings by the Contractor prior to Construction. The Contractor "[I notify the Structural Engiroer of ctsompar:ciee, UNDERGROUND SERVICE ALERT IA YONARCa MY PU2A g474 SAN ELIJO JOINT POWERS p0.orESS/ ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT DM'A POMT. CA. Qmme THO VQ�O G A e FF: (744) zva -8219 ms d4 �C 31597 Camino Ce etla p L-L- TELA (914) PoB -aEtO 1 g , C mwat.dmemet W s San Juan Colstram, GA92675 'm� n° wea.R ileelgngrauitm OROUP r 8II rnxs anxc sxcixass Sf - ROUP sr UCN0.P xv [9491493-2690 fax TWO WORKING DAYS am care aamwez SIGN DATE 'lF Uf CALt4�� 19 491 49 3 -2GOO pAOns SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec STAFFS CHECKED EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PR RED UNDER SUPERVISION OF RECD DED r� APP�R� LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE:' ENCINITAS COMMUNITY PARK 10630 -G NO. 52827 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 10OSTAFA OLOUMI EXP.: 09/30/13 DATE DATE SITE STRUCTURAL NOTES & SPECIFICATIONS SSN1 HEET 84 OF 200 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a a 0 0 a Y r m O a E' I °v6 � n o� � a E i r G s; o �a z N z o ¢ n o n Vi %!��! s/ d� 11111 . /' 11 uuu ■■ ♦ ■■ ■u■■■ ♦j L1 p c c i- � 1 ITT VONS / Z 1 1 I I, MI I � � ■ i� i II o � v �/' r� � �/ / / / / /"� % /�Q �I1 � ICI ] a ���' �'� : 5 � � -� � ', � \:, s__ � • % � i co ��� / � / /rT l /// Ir111 �I� 11 � ■ ♦♦ \ �i �;Q r .�� � � J %�. �" IIIIj�T�l11111,I __ �'� ?a � °'.•S ! . �.�•�• 8 •• ^..`�� �. �i3O ` i ® r� ♦'. I //- \ \ \ _ / �� i� �/ _ � • ,♦' �T¢� ,[ //„ ♦ ® .. _i- '�..� A'�: i� ♦ 1♦ NTROLLER \ .� / y ,% :' � /��I I ,1 � _, f',. ♦ r/%Nr U;) ♦ ♦1 ♦♦ / 1 , / � ;�.,�., `�� _._:�•� �1 � / OACN CO OLL � r � `� % \I / 11 I]1 0. - - ; - �fU Z+S .;,�� OW /RW GR088 /Nab♦ / / '� •� b` i I I q �' r ARK ♦ �p �� �r'�5� 1] '�� �'' °__° 1 ♦1 '� j�� / i� / / i� SKATE P , r r ����� � � �� �� ♦,n / �� \�. 3 � � I (� � �NTROLLERB J 'C - �- � =-�i� ®� �/ �� �J� � / C n d/ o / - + 1 ^ ♦ ONTROLLER 10 ROLLERS ♦ ��� �.;,..,:•"+ �_ 1 I ® (] ® / / �'r/ �� I T� 1 I I o ° � � 11 � ♦ � / DOG P RK �// �� iiIII � ° - 3a � LEGEND RM 4' RECYCLED WATER IRRII BP BOOSTER PUMP I FILTER DM DOMESTIC WATER METER ® RP BACKFLOW PREVENTO �• •�• ,m - - - -- RECYCLED WATER SUB- MAINLINE - •- • -• -•- DOMESTIC WATER IRRIGATION PRESSURE SUPPLY LINE (FOR QUICK COUPLERS AT BASEBALL INFIELD BRICK DUST( -- --- — — -- -- -- — — — — — — — — _ -___ —_ -= ~� = --- — — — — — — INDEX NUMBER L -3.- — — — — - -- -- •t�L'.j-� -- -- - - - =vx —— - - - -- — - - - -— - -- - /NTERST TE5FREEWAY , mEw rw. - - -- - - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONTROLLER 11 o,E ,„, 2 °WATER ER / DW PO /NT OF CON_NEC V � — - -- — — K GONZROt - - - -- -- - -_ _ -- -- ---- - __-- `- °=Ca_WH__ Vi %!��! s/ d� 11111 . /' 11 uuu ■■ ♦ ■■ ■u■■■ ♦j L1 p c c i- � 1 ITT VONS / Z 1 1 I I, MI I � � ■ i� i II o � v �/' r� � �/ / / / / /"� % /�Q �I1 � ICI ] a ���' �'� : 5 � � -� � ', � \:, s__ � • % � i co ��� / � / /rT l /// Ir111 �I� 11 � ■ ♦♦ \ �i �;Q r .�� � � J %�. �" IIIIj�T�l11111,I __ �'� ?a � °'.•S ! . �.�•�• 8 •• ^..`�� �. �i3O ` i ® r� ♦'. I //- \ \ \ _ / �� i� �/ _ � • ,♦' �T¢� ,[ //„ ♦ ® .. _i- '�..� A'�: i� ♦ 1♦ NTROLLER \ .� / y ,% :' � /��I I ,1 � _, f',. ♦ r/%Nr U;) ♦ ♦1 ♦♦ / 1 , / � ;�.,�., `�� _._:�•� �1 � / OACN CO OLL � r � `� % \I / 11 I]1 0. - - ; - �fU Z+S .;,�� OW /RW GR088 /Nab♦ / / '� •� b` i I I q �' r ARK ♦ �p �� �r'�5� 1] '�� �'' °__° 1 ♦1 '� j�� / i� / / i� SKATE P , r r ����� � � �� �� ♦,n / �� \�. 3 � � I (� � �NTROLLERB J 'C - �- � =-�i� ®� �/ �� �J� � / C n d/ o / - + 1 ^ ♦ ONTROLLER 10 ROLLERS ♦ ��� �.;,..,:•"+ �_ 1 I ® (] ® / / �'r/ �� I T� 1 I I o ° � � 11 � ♦ � / DOG P RK �// �� iiIII � ° - 3a � LEGEND RM 4' RECYCLED WATER IRRII BP BOOSTER PUMP I FILTER DM DOMESTIC WATER METER ® RP BACKFLOW PREVENTO �• •�• RECYCLED WATER TRANSMISSION MAINLINE - - - -- RECYCLED WATER SUB- MAINLINE - •- • -• -•- DOMESTIC WATER IRRIGATION PRESSURE SUPPLY LINE (FOR QUICK COUPLERS AT BASEBALL INFIELD BRICK DUST( �.. DOMESTIC WATER LINE PER CIVIL ENGINEER SHOWN FOR REFERENCE ONLY —�.— RECYCLED WATER LINE PER CIVIL ENGINEER SHOWN FOR REFERENCE ONLY OSHEET INDEX NUMBER L -3.- SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR RECYCLED WATER USE EXHIBIT A -02 AND A-03 IRRIGATION LEGEND- RECYCLED USE AREAS L 4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L 4.3 IRRIGATION PUMP AND FILTER DETAILS L 4.4 IRRIGATION DETAILS L 4.5 -4.6 HYDROZONE MAP AND CALCULATIONS 14.7 Ur tD KOUr seRVOe ALtKT SAN ELIJO JOINT POWERS V�*cog� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C(/�/��I AUTHORITY , ✓ / \ L L : y 31591 Camino Capislano A, San Juan Capislano, CA 928]5 DIF mha.RJMEesgngmup.mm M IG 1949]493- 2690 /ax TWO WORKING DAYS SIGN DATE [949] 493.2600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED FY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP �§ D: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: rro+am � i AR _ ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 1 1 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION INDEX MAP L -3.0 SHEET 85 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 0 0 a 0 Ice 0 Ice o a od 0 a o E_ i r 0a a u, z N z rcn o n PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA Em Ift a N � �m MX a4 00 Uos aa�l� Mzom ee E � z inaa °-' z �MzO KMVai O_ O ' I 00 i# L J QI x I . I ' ° b ° I \ I o I I 1 \ov 10 °� I � Ia / o I ° o J / \ I I \■ vxi AV W — — — — — — — — — — — — — — — — L I — — — — I W A _ A A A A A A A X■ F I I I I I I X X— X I 1 I I X 1 X _ _ - ______ ___ _______ _ ______ ____ D____________ ------------------------------------------------------- _ --------- I — I x X X X � I I I I I D- IIII x � 11 IL- ❑ - -- - - - - NO VALVES IN TURF NOTE of of L THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, SLEEVIN G NOTES VALVE IN UNLESS IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE LATERAL PIPE SIZING LEGEND SLEEVE SIZING LEGEND OTHERWISE. IRRIGATION EQUIPMENT SHALL BE LOCH OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN SHALL BE SLEEVED UNDER PAVING. 1 TURF CONTRACTOR WILL BE RESPONSIBLE TO RLOSOCATOEX VALVE BOXES SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE NO 112" PIPE PERMITTED REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO INSTALLED IN TURF AREAS AT NO COSTTO THE CITY. SLEEVED. PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. WIRE SLEEVES SHALL BE MINIMUM 2 ". 314" MINIMUM MMEI (2) 2" MMEE� (2) 4" - -- "F�z SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING, N 1. MMED� (3) 2" MMET� (3) 4" ,� _� ° PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING MMMI (4) 2" MMMI (4) 4 "'`' SHEET NOTES THE SLEEVE. 1 -114" MMEI (2) 3" MMEI (5) 4" ; EXTRA WIRE NOTE IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE T 112„ � (3) 3" � (1) 6 " +(2) 4" REFER TO THE FOLLOWING SHEETS FOR: HARDSCAPE CONTRACTOR (4) 3" MMEI (1)6 " +(3)4" T„ RECYCLED WATER USE EXHIBIT A -02 AND A -03 THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED a REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR T 2" (1) 6 " +(4) 4" IRRIGATION LEGEND - RECYCLED USE AREAS L 4.1 -4.2 STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL SLEEVE SIZE MATRIX` _ IRRIGATION LEGEND - DOMESTIC USE AREAS L 4.3 BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES IRRIGATION PUMP AND FILTER DETAILS L 4.4 SHALL BE LOOPED IN EACH VALVE BOX WITH 24" COIL. TERMINATE IN PROVIDE 10 FOOT LONG "CROSSING SLEEVES" AT AT DW I RW 2112 GALVANIZED SLEEVE - TO BE MINIMUM 2X - IRRIGATION DETAILS L 4.5 -4.6 LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. INTERSECTIONS 3• DIAMETER OF PIPE OVER TERRACE DRAIN KEYMAP'� a' UNDER&ROUND SERVICE ALERT I SAN ELIJO JOINT POWERS AUTHORITY r"pSCgpF r9`9.' ,v PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G�X i'l1� -�: a 31597 Camino Capistrano ��' /� rrlll7� �7 8 e + 4 a San Juan Capstrano, CA 92515 w RJMdesi9ngmup.cam DESWN GROUP x fax �� aA a 194914932590 TWO WORKING DAYS 9rF pcF`� � 19491493'2500 phone SIGN DATE SIGN DATE SIGN DATE DIREVTO OF ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY. DRAWN BY : CHECKED Br: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. C STAFF EC DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO HORIZONTAL VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: .A. NO.: 2502 RECO DED APPR \�,�5p 1 AN _ ENCINITAS COMMUNITY PARK 10630 -G SHEET 86 OF 201 ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. JAN,—L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN LI PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA Em Ift a N � �m MX a4 00 Uos aa�l� Mzom ee E � z inaa °-' z �MzO KMVai O_ a 0 0 a mm 0 oa od is o E_ >w 0a �a z N �o 3 I �n° gg SHEET � 10 - - 50 05 r�pTCHL �V cAS= ��- •I so 05 I \ 1 \ 9 -22 1 a DWAIRVACUUM B 21 11 – 1 ' I \ \RELIEF, PER CIVIL DING. DW DW 111 11 221 11 \ II 1 1 \ 1 1 1 \ 1 x 1 n I zt 11 I \ 1 \ 1 1 12 1 1 1 2 11 1 1 C 12 22 \ 1 DW1RW 22 11 ° CROSSING SLEEVE I 72 \ \ 9 -7 1\ \ 1.114" 27 11 I 13 231 ; 1 I ez1 _ 1 -1Y1" 32 I 1 1 0 13 23 1 I 1 1111 / � SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • WIRE SLEEVES SHALL BE MINIMUM 21 . • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX • PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW I RW INTERSECTIONS NO VALVES IN TURF NOTE THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY. (f ALL 0 V a l l TWO WORKING OAY5 BEFORE YOU 016 CHANGE NO.I DESCRIPTION Dw -- �-- _-- - - -- -J 05� -- -- - _ - - - - -- ---------------------- ' SLEEVE, TYP. L DW pw DW DW DW N DW t -114' 23 W \2 2 22 22 I 22 // 22 ti / T 84 —1 1 ®B2 22 / 22 T -3 a10 \ 22 184.20 22 5 �� • 184.70 22 T -4 184.20 �.." n I 11 r I 1 13 I III 3 I 23 1 III7 I � 35 I 13 I 231 I '( A I1 —o �1 t•�1 'ME MIMmm I EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. SAN ELIJO JOINT POWERS AUTHORITY IL72" 39 -4 295, T -15 4141 9-13 vvz' 1a 9 -14 2" 54 T -30 3 185.4732 1f T -31 185.17 APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 31591 Camino Capistrano San Juan Capsfax CA 92675 R� M RDI" wew.RJMdesi9n9roup.mm 1949 4932fi99 fax 194914932fi90 phone SPECIAL DISTRICT APPROVAL DE I i liw� T) DW DW n,u —_ —Dw PUBLIC WORKS a DATE: � L.A. NO.: 2502 EXP.: 09/30/13 SLEEVE,TYP. DW DW FIRE HYDRANT 1 1 1 1 0 IW Ix rn IW 1V4 1 1U 1� 1pool 1 1 1 1 1 1 1 1 i LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" r 1 -112" 2" 2 -112' 1 3" SLEEVE SIZING LEGEND REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO i mmmI (2) 2" mmmI (2) 4" = = = i = = mgm m ifm m (4) 4" mmmI (2) 3" mmmI (5) 4" mmmI (3) 3" mmmI (1)6 " +(2)4„ (4) 3" mmmI (1)6 "+(3)41, - MATCHLINE SEE SHEET L -3.03 GALVANIZED SLEEVE -TO BE MINIMUM 2X APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 31591 Camino Capistrano San Juan Capsfax CA 92675 R� M RDI" wew.RJMdesi9n9roup.mm 1949 4932fi99 fax 194914932fi90 phone SPECIAL DISTRICT APPROVAL DE I i liw� T) DW DW n,u —_ —Dw PUBLIC WORKS a DATE: � L.A. NO.: 2502 EXP.: 09/30/13 SLEEVE,TYP. DW DW FIRE HYDRANT 1 1 1 1 0 IW Ix rn IW 1V4 1 1U 1� 1pool 1 1 1 1 1 1 1 1 i LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" r 1 -112" 2" 2 -112' 1 3" SLEEVE SIZING LEGEND REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. mmmI (2) 2" mmmI (2) 4" mmmI (3) 2" mmmI (3) 4" mmmI (4) 2" mmmI (4) 4" mmmI (2) 3" mmmI (5) 4" mmmI (3) 3" mmmI (1)6 " +(2)4„ (4) 3" mmmI (1)6 "+(3)41, (1)6 "i(4)4" GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L4.3 IRRIGATION PUMP AND FILTER DETAILS L4.4 IRRIGATION DETAILS L4.5 -4.6 SKATE PARK BASE BID AND BID ALT NOTE REFER TO PLANTING PLAN FOR BASE BID AND BID ALT 5A, 5B AND 5C LIMIT OF WORK. BASE BID (SHEET L -3.2 AND L -3.5) • INSTALL MAINLINE, BALL VALVES, QUICK COUPLERS AND AIR RELIEF VALVES SERVING SKATE PARK. • INSTALL 9-12,9-13,9-14,9-16,9-17,8-16 AND B-18 AS SHOWN PER PLAN ON SHEETS L -3.2 AND L -3.5. • INSTALL 9-15,8-13, AND 8 -17 VALVES, CAP LATERAL AFTER VALVES. DO NOT INSTALL DOWNSTREAM HEADS / DRIP LINE OR LATERALS. BID ALT SA (SHEET LBA-3.191 • INSTALL IRRIGATION DOWNSTREAM OF VALVE 8 -17 AS SHOWN PER PLAN ON SHEET LBA -3.19. BID ALT 58 (SHEET LBA-3.201 • REPLACE DRIP RCV WITH STANDARD RCV FOR 8 -13 REFER TO PLAN FOR SIZE. • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9-15,8-13,8-17 AS SHOWN PER PLAN ON SHEET LBA -3.20. BID ALT 5C (SHEET LBA-3.211 • INSTALL DRIP REV FOR 8-13, REFER TO PLAN FOR SIZE. • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9-15,8-13,8-17 AS SHOWN PER PLAN ON SHEETS LBA -3.21. k — q I� 0 l0 2 � 40 KE YMAP d. PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT :N DATE DIRE 0 OF ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Eco DED ^?PRP°yo, — ENCINITAS COMMUNITY PARK 10630 -G IRRIGATION PLAN PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA L -3.2 a a 0 0 a mm 0 o a od � a o E_ i r �a s: o �a u• z N z rcn o n m AMATCHLINE SEE SHEET L-3.02 IN © �:: STATION PER DETAIL ON SHEET LA.2, TYPICAL y p O /4r � ■! ® ■ °� IIfig 3 e � • •.. a 'r/�_� IFI II, 1 CROSSING SLEEVE 8 -14 I 8 -15 2" 64 2' 80 CROSSING SLEEVE 8 -10 8 -9 8-8 8 -7 — 8-6 i 8 -5 8-4 2" 64 2" 64 2" 80 2' 80 1 -i14' 26 2" 41 1 -112" 39 \ I „s ' ss 31 ' A MATCHLINE SEE SHEET L -3.05 �— 31 31 31 31 ' a i SLEEVING NOTES SLEEVE SIZING LEGEND ' IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE 0 1 M SHALL BE SLEEVED UNDER PAVING. REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. LATERAL PIPE SIZING LEGEND NO 1/2" PIPE PERMITTED 3/4" MINIMUM 1 -1/4" r 1 -112" 2" 2 -1n" 3" 16 N 6 r — A -02 AND A -03 L4.1 -4.2 L4.3 L4.4 L4.5 -4.6 ' a E-4 SLEEVING NOTES SLEEVE SIZING LEGEND ' IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO ' PQ ' PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. w SLEEVED. � (2) 2" � (2) 4" t WIRE SLEEVES SHALL BE MINIMUM 21 . mmmI (3) 2" mmmI (3) 4" '7 SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. mmzI (4) 2" mmzI (4) 4" r—, PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING mmzg� (2) 3" mmmI (5) 4" mmmI (3) 3" mmmI (1)6" •1(2)41 THE SLEEVE. is (4)3" mmmI (1)6" •1(3)4'k ' 35 34 (1)6" •1(4)4" HARDSCAPE CONTRACTOR ¢ ' REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN 16 N 6 r — A -02 AND A -03 L4.1 -4.2 L4.3 L4.4 L4.5 -4.6 ' SLEEVING NOTES ' IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE ' SLEEVED. WIRE SLEEVES SHALL BE MINIMUM 21 . — — — — — SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING ' T THE SLEEVE. is IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE 35 34 HARDSCAPE CONTRACTOR ' REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR M SLEEVE SIZE MATRIX ' a PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW / RW INTERSECTIONS 32 CROSSINGO S — 33 / a•1 / 31 W _ '1 n 35 EXTRA WIRE NOTE 35 r 7 -tn' 32 � OO ' r�Wj THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED 12 o� 11 \ yt -- _� 3 ' vz STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP )SHALL zz W BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES 2 6 -27 6 -26 6 -25 CROSSIN I, T`� \� 2' J CONTROLLER 8 3t SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN OMESTIC DE IC METER AND r' tz 1 -v4" z7 r 11 SLEEV \\\ \ LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. � BACKFLOW DEVICE -PER CIVIL PLANS — — - - 21 21 ', �� � M M MO MO MO MO 72 _ 12 12_ 27 1 � REFERENCEiN Y. — — o a S 37 —31 F m cc kk o-- 6 -23 — 22 — — 1 — — — 3 " 12 22 8 as cc wa 21 21 ' I I I1 RI KING I I 21 ��0� 21 ' \ 1 OUNTAIN I 22 21 I ITH TEST _ I I TATION PER 23 21 21 ETAIL ON i �'� 0 21 21 SIFT L4.2, TYP 23 2t NO VALVES IN TURF NOTE I I1 I1�I' RESTROOM 2 za 21 z1 1 e 21/ 7\ e� ��\\\ 22 21 THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, _ _ _ _ _ _ 2z VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN �/ T _ — OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN S I ' 22 �° 22 23 z3 21 9e TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. ' 271 E1 22 �zt 27 21 22 CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY. • • —• J�••— [�-{J) ' - -� " ' .p I�� l01 201 401 MATCHLINE SEE SHEET L -3.04 01 z n n 12 a' � KEYMAP' � a UNOERE,ROUNO SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY r9`9.' a ,v G�I� -�: 31591 Camino Capistrano ��'l� e + San Juan Capstrano, CA 92675 i� 8 4` a w RJMdesi9ngmup.cam GROUP �7 aA a 194910.932699 fax TWO WORKING DAYS SIGN DATE 9rF pc 19 491 49126 0 9 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIE, ° �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 AN� _ ENCINITAS COMMUNITY PARK 10630 —G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL !1 ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.3 SHEET 88 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA C a 0 0 a m 0 oa od � a o E_ i r �a s: o �a u, z N z rcn o n MATCHLINE SEE SHEET L -3.03 LATERAL PIPE SIZING LEGEND T 12 12 — 12 12 vim-- � NO 112" PIPE PERMITTED I I 3140 MINIMUM X X I I PROPERTY LINE �� 1114" I \ II r 1 -1M" 2„ J I �- �r p a 2 -112" RA 3„ 03 F v IF i x -- - - - -- -- -- -- - f II SLEEVE SIZING LEGEND REFER N IRRIGATION DETAIL RBURI SLEEVE TYPE. REQUIREMENT. PROPERTY LINE � PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. o l � (2) 2" mmm6� (2) 4" 1 Dw DW Dw i mmmKD� (3) 2" mmmKD� (3) 4" � (2) 3� (s) a " " mmmKD� (3) 3" mmmKD� (1)6 " +(2)4„ I / mmmS� (4) 3" mmmO� (1)6 "+(3)4„ XI (1)6 " +(4)4„ GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN X O \ ^ SHEET NOTES ON Dw ,� , REFER TO THE FOLLOWING SHEETS FOR: ' RECYCLED WATER USE EXHIBIT A -02 AND A -03 I DOG PARK BASE BID: ' i' IRRIGATION LEGEND- RECYCLED USE AREAS L3.1 -4.2 STUB MAINLINE AND CONTROLLER i' IRRIGATION LEGEND- DOMESTIC USE AREAS L3.3 I COMMUNICATION CABLE CONDUIT AFTER SLEEVE ,' IRRIGATION PUMP AND FILTER DETAILS L3.4 TERMINATES. ALL IRRIGATION OPERATED BY IRRIGATION DETAILS 3.5 -4.6 CONTROLLER 10 IS DOG PARK BID ALT. SLEEVING NOTES IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. / SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. +/ WIRE SLEEVES SHALL BE MINIMUM 2". SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE I HARDSCAPE CONTRACTOR REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW / RW INTERSECTIONS I X / / �O i'X- ,' NO VALVES IN TURF NOTE 1 � / THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES 1! 1 / INSTALLED IN TURF AREAS AT NO COST TO THE CITY. I EXTRA WIRE NOTE \ I 1 THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES I I 1 / 1 SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN I / 1 LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. I I I I 80 I I � — — }� // I — -- -- - -_— � _ - - - -E- — — - -- - -- -- — _- -__---- - -- - - -- - - - - - -- 0 % a 0 0 a M 0 oa od � a o E_ i r 0a �a u, z N z rcn o n 4 LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" r 1 -112" 2" 2 -112' 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT masmaii (2) 2" masmaii (2) 4" aaaaaaaai (3) 2" aaaaaaaai (3) 4" aaaaaaaai (4) 2" aaaaaaaai (4) 4" masnami (2) 3" masmaii (5) 4" masmaii (3) 3" masimi (1)6 " +(2)4„ masnami (4) 3" sommini (1)6 "+(3)4„ aaaaaaaai (1) 6"+ (4) 4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L3.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L3.3 IRRIGATION PUMP AND FILTER DETAILS L3.4 IRRIGATION DETAILS LFL5 - 4.6 I SKATE PARK BASE BID AND BID ALT NOTE I REFER TO PLANTING PLAN FOR BASE BID AND BID ALT 5A, 5B AND 5C LIMIT OF WORK. BASE BID (SHEET L-3.2 AND Ld.5) • INSTALL MAINLINE, BALL VALVES, QUICK COUPLERS AND AIR RELIEF VALVES SERVING SKATE PARK. • INSTALL 9-12,9-13,9-14,9-16,9-17,8-16 AND 8-18 AS SHOWN PER PLAN ON SHEETS L -3.2 AND L -3.5. • INSTALL 9-15,8-13, AND 8-17 VALVES, CAP LATERAL AFTER VALVES. DO NOT INSTALL DOWNSTREAM HEADS 1 DRIP LINE OR LATERALS. BID ALT 5A (SHEET LBA-3.191 • INSTALL IRRIGATION DOWNSTREAM OF VALVE 8 -17 AS SHOWN PER PLAN ON SHEET LBA -3.19. BID ALT 58 (SHEET LBA-3.201 `S, I s \ y REPLACE DRIP RCV WITH STANDARD RCV FOR 8 -13 � ' �i^I y 5 6 0^ REFER TO PLAN FOR SIZE. L, I I I I r m m m m m m% 1' 14 �o y • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9-15,8-13,8-17 AS DC I6 L ��. SHOWN PER PLAN ON SHEET LBA -3.20. B 1 I , , 16 \ ' / //� \ ,4' J BID ALT 5C (SHEET LBA-3.211 C�S� • INSTALL DRIP RCV FOR 8-13, REFER TO PLAN FOR SIZE. y30�' , \ ® `, • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9-15,8-13,8-17 AS i SHOWN PER PLAN ON SHEETS LBA -321. E ' B ,6 �; SLEEVING NOTES NO VALVES IN TURF NOTE 1 I IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, B -- SHALL BE SLEEVED UNDER PAVING. VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN _ SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE , OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN r I 1 • SLEEVED. I1Ii; I6 , TURF AREAS WHEN A SHRUB AREA IS IN PROXIMITY. WIRE SLEEVES SHALL BE MINIMUM 2' . .1s ' ! E _ „ I ' CONTRACTOR WILL BE RESPONSIBLE TO LOCATE VALVE BOXES L 8 -17 8 -18 SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. INSTALLED IN TURF AREAS AT NO COST TO O THE rI HE CITY. ' PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING ; _ �� r' 1fi r q I- e j:, 1 • 723 THESLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE EXTRA WIRE NOTE REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED SLEEVE SIZE MATRIX STRIP) AND ONE (i) COMMON WIRE (WHITE WITH RED STRIP) SHALL k ' /% j /��jj� j •� 16 \' • PROVIDE 10 FOOT LONG "CROSSING SLEEVES" AT AT DWI RW BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES q I� A INTERSECTIONS SHALL BE LOOPED IN EACH VALVE BOX WITH 24" COIL. TERMINATE IN 616 0 LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. 01 101 201 401 0 4 s �i �.' Lam. /�.l 37 31 31 U IVER6ROUND SERVICE ALERT V MATCHLINE SEE SHEEP L -3.03 SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY r9`9.' a ,v GALL: c San 31591 Juan Cao Capistrano ��'l� e + San Juan Capstrano, CA 92616 o rrlll7� 8 P a %moi.RJMdesi9n9roup.mm GROW �7 aA a 19 491 493-H90 fax TWO NORKIN6 DAY5 SIGN DATE 9rF FcF`s [941 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 016 ° �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.5 SHEET 90 OF kill PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA EiI 0 m e N I M m a N � �m M a w OO z�o� aa� oE a� OZUon �s F z inaa °-' w0� z �NZO ICL 0O_ a O d i T M O o a od � a o E_ i r �a s: o �a u, z N z 3 Oj �M o� - MATCHLINE SEE SHEET L -3.08 LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 314" MINIMUM 1 -114" r 1 -112" 2" 2 -112' 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT masmaii (2) 2" masmaii (2) 4" masmaii (3) 2" masmaii (3) 4" masmaii (4) 2" masmaii (4) 4" masnami (2) 3" masmaii (5) 4" masmaii (3) 3" masimi (1)6 " +(2)4„ masnami (4) 3" sommini (1)6 "+(3)4„ sommini (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L3.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L3.3 IRRIGATION PUMP AND FILTER DETAILS L3.4 IRRIGATION DETAILS L3.5 -4.6 I SLEEVING NOTES I IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. WIRE SLEEVES SHALL BE MINIMUM 2". SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW / RW INTERSECTIONS I NO VALVES IN TURF NOTE I THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY, EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. k q 0� l0 A! 401 - KEYMAP'� 0 UNOERE,ROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G�X I AUTHORITY r9`9.' a ,v i'11�. L : c 31691 Camino Capistrano ��'l� e + San Juan Capstrano, CA 92616 o i � a l l 4` a %moi.RJMdesi9n9roup.mm GROUP �7 aA a 19 491 493-H90 fax TWO WORKINS DAY5 SIGN DATE 9rF pc [941 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIE, ° �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 ENCINITAS COMMUNITY PARK 10630 =G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL O'A ELEVATION: 215.640 DATUM: NGVD 29 LA II P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.6 SHEET 91 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA EiI a N m m N J �m N M a w ZU ZFOa -NaN aaml damn CE mm CE a� UZon ee U� E m z inaa °-' w0� o_ z �NZO ICL 0O_ C a 0 0 a 5 Y r M 0 o a od � a o E_ i r �a s: o �a u, z N z rcn o n O I cn Wes— U 11-6 11 M0� 441 o ,nterstate 5F 4 — 14 14 X 14— —13;E2 i'F 13 — 120 RW WATERLINE PER CIVIL PLAN 13 13 - 13 -- .$r-z— 74 —�— 14 —ylr— 74 — 13_� 14 � I _ -] 1-8 2s ..., Z3'c 14 , 74 1d 13 —i � o . I MG MO Ma 1 9 -31 W I DW I' 19 CROSSING PER 1 CIVIL PLAN ' E 1 0 0 RW � RW� RW 2' 59 DW�DW nu.. Mi Mi MM 6' RW SERVICE LINE --�, PERCIVI�PAN DW S \ S10P 1 12' RW LINE PER E CIVIL PLAN I FIRE HYDRANT amour. wo ow ow ow ow ow ow sm sm sm ysm ow ow ow ow om om om M MW4t* :4'0* V MATCHLINE SEE SHEET L -3.06 \ 32 \ 44�, I\ o z 00 1 3 ' 3 ' 1 14 -- 1 CONTROLLER II — — — — — 73 �- a W LIE g RW RW W MAINTAIN f0' w SEPARATION, DW OW W �uvv TYP. DW DW �.. -.pJ ..�•• / 34 34 IB 1 N / G J 5 -43 1 34 34 48 33 4f - MATCHLINE SEE SHEET L -3.08 I IIP , I INSTALL TEST STATION 34 1 ON MAINLINE PER DETAILS WR -04, SHEET L-4.5 / 1 \J 1 34 ifi 1 1 1 ,, LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" r 1 -112" 2" 2 -112' ff 3" SLEEVE SIZING LEGEND REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. mmmI (2) 2" mmmI (2) 4" mmmI (3) 2" mmmI (3) 4" mmmI (4) 2" mmmI (4) 4" mmmI (2) 3" mmmI (5) 4" mmmI (3) 3" mmmI (1)6 " +(2)4„ (4) 3" mmmI (1)6 "+(3)4„ (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L3.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L3.3 IRRIGATION PUMP AND FILTER DETAILS L3.4 IRRIGATION DETAILS L3.5 -4.6 SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • WIRE SLEEVES SHALL BE MINIMUM 2'. • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX • PROVIDE 10 FOOT LONG •CROSSING SLEEVES' AT AT DW I RW INTERSECTIONS NO VALVES IN TURF NOTE THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY, EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. 0" 2 401 LINUtKOKOUNO 5tKVice ALtKT SAN ELIJO JOINT POWERS vr��m� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G�X I AUTHORITY a ,v i'l1� -L: 31591 Camino Capistrano ��'l� + San Juan Capstrano, CA 92515 rrlll7� 8 vrew.RJMdesi9n9ro up.mm 6DROI�NN �194914932599 fax TWO WORKING DAY5 SIGN DATE 19 49149125 0 9 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED APPRPV, LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 12N _ ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL A. NO.: 2502 IRRIGATION PLAN ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE L -3.7 SHEET 92 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA C Q O O a i T M O o a od � a o E_ i r �a s: o �a u, z N z 3 Oj �M o� M O M F W x W W W z a x U F 1 A MATCHLINE SEE SHEET L -3.06 1 - MATCHLINE SEE SHEET L -3.09 1 M W W � x 1 � 16 1 a 1 1 , LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 314" MINIMUM 1 -114" r 1 -112" 2" 2 -112' 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT masmaii (2) 2" masmaii (2) 4" masmaii (3) 2" masmaii (3) 4" masmaii (4) 2" masmaii (4) 4" masnami (2) 3" masmaii (5) 4" masmaii (3) 3" masimi (1)6 " +(2)4„ masnami (4) 3" sommini (1)6 "+(3)4„ sommini (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L3.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L3.3 IRRIGATION PUMP AND FILTER DETAILS L3.4 IRRIGATION DETAILS L3.5 -4.6 I SLEEVING NOTES I IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. WIRE SLEEVES SHALL BE MINIMUM 2". SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW / RW INTERSECTIONS I NO VALVES IN TURF NOTE I THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY, EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. r ISFT 0" 201 401 - KEYMAP'� a UNOERE,ROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G�X I AUTHORITY r9`9.' a ,v i' L L : c 31691 Camino Capistrano ��'l� e + San Juan Capstrano, CA 92616 o i %moi.RJMdesi9n9roup.mm GROW �7 aA a 19 491 493-H90 fax TWO NORKINS DAY5 SIGN DATE 9rF pc [941 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIE, ° �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 � ENCINITAS COMMUNITY PARK 10630 =G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL O'A ELEVATION: 215.640 DATUM: NGVD 29 LA II P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.8 SHEET 93 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA EiI 0 m N M m a m N J �m N M a a m OV Z . ZFOa -NaN aaml oamM oumm m a� mZUon E 2D Z inaa° w0 -z �MZO KMVai O_ a a 0 a i m 0 o a od � a o E_ i r �a s: o �a u, z N z rcn o n t 1n 34 1©/A 6 6 1" 15 l� I DO (II C ub A i� le ,I I I I I I 23 I I � II I I I I 23 —y 1 � I II �JI` 23A MATCHLEIE SEE SHEET L -3.08 1 1 1> 16 23 6 i I 16 ,6 � 2 / 16 / 21 21 16 I / / // i- 66 e I i. / 21 / Ole 16 _1 C� I I I I I I I I —4 L— I I I � I I I I I 5 -1 ICILY jal) / / CONTROLLER 516 11 z�5ss s -s ," 18 5 -7 2" 64 5 -8 2" 37 2945 5 -10 1" 12 I I I u nl 5-11 x r' s i� 5 -12 III 5 -13 2" 48 III 5 -14 i I 1" 22 / / Ir \ 1 .a ' F 1 � W LE rn 1 G LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" T 1 -112" 2„ 2 -1/2" ff 3" SLEEVE SIZING LEGEND W REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. mmmI (2) 2" mmmI (2) 4" mmmI (3) 2" mmmI (3) 4" mmmI (4) 2" mmmI (4) 4" mmmI (2) 3" mmmI (5) 4" mmmI (3) 3" mmmI (1)6 " +(2)4„ (4) 3" mmmI (1)6 "+(3)4„ (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN .4 / I U 1 16' / I I I u nl 5-11 x r' s i� 5 -12 III 5 -13 2" 48 III 5 -14 i I 1" 22 / / Ir \ 1 .a ' F 1 � W LE rn 1 G LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" T 1 -112" 2„ 2 -1/2" ff 3" SLEEVE SIZING LEGEND W REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. mmmI (2) 2" mmmI (2) 4" mmmI (3) 2" mmmI (3) 4" mmmI (4) 2" mmmI (4) 4" mmmI (2) 3" mmmI (5) 4" mmmI (3) 3" mmmI (1)6 " +(2)4„ (4) 3" mmmI (1)6 "+(3)4„ (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES W REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L4.3 IRRIGATION PUMP AND FILTER DETAILS L4.4 IRRIGATION DETAILS L4.5 -4.6 SLEEVING NOTES 'IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE F d SHALL BE SLEEVED UNDER PAVING. ' & SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. & WIRE SLEEVES SHALL BE MINIMUM 2 ". ' & SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING ' THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX 0 & PROVIDE 10 FOOT LONG "CROSSING SLEEVES" AT AT DW / RW 'LL INTERSECTIONS r I � NO VALVES IN TURF NOTE ' THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, ' VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. .-1 CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES H� INSTALLED IN TURF AREAS AT NO COST TO THE CITY, 31 32 COACH 5 32 21 32 32 32 6^ CONTROLLER 1 33 ¢ 22 22 21 21 sta 27 O 31 21 21 P1 11 I 32 ■ C — 04: 32 21 32 32 32 32 47 6 A - MATCHLINE SEE SHEET L -3.10 , 61 1D1 200 q. KEYMAP' UNOER&ROUND SERVICE ALERT SAN ELIJO JOINT POWERS .r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �X AUTHORITY r9`9.' a ,v G i'l le : c`Y 31591 Camino Capistrano ��'l� e + San Juan Capstram, CA 92675 rrlll7� 8 4 a vrew.RJMdesi9n9roup.mm GROUP 6 �� �7 aA a 194914932699 fax TWO WORKING DAY5 SIGN DATE 9rF pcF`� 19491493'2609 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 0I6 ° �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO QED/ APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 12 ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL O'A ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.9 HEET 94 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA W EXTRA WIRE NOTE W THREE WITH RED pn (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL 7 4 BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN .4 LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. 1 U 1 31 32 COACH 5 32 21 32 32 32 6^ CONTROLLER 1 33 ¢ 22 22 21 21 sta 27 O 31 21 21 P1 11 I 32 ■ C — 04: 32 21 32 32 32 32 47 6 A - MATCHLINE SEE SHEET L -3.10 , 61 1D1 200 q. KEYMAP' UNOER&ROUND SERVICE ALERT SAN ELIJO JOINT POWERS .r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �X AUTHORITY r9`9.' a ,v G i'l le : c`Y 31591 Camino Capistrano ��'l� e + San Juan Capstram, CA 92675 rrlll7� 8 4 a vrew.RJMdesi9n9roup.mm GROUP 6 �� �7 aA a 194914932699 fax TWO WORKING DAY5 SIGN DATE 9rF pcF`� 19491493'2609 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 0I6 ° �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO QED/ APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 12 ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL O'A ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.9 HEET 94 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA a 0 0 a m 0 oa od � a o E_ i r �a s: o �a z N z �M o� LATERAL PIPE SIZING LEGEND NO 1/2' PIPE PERMITTED 314" MINIMUM 1 -114' r 1 -112' 2' 2 -112" H 3" 0 1" 1" P I I I I I I 21 21 < I IIC 21 21 21 21 1 / 21 — Eli 21 mI I II I I I , SLEEVE SIZING LEGEND REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. mmmKDIIIIIIIIIIIIIIi (2)2, mmmI (2) 4" mmmI (3) 7, mmmI (3) 4" mmmI (4) 2" mmmT_ (4) 4" mmmI (2) 3" mmmKD_ (5) 4" mmmI (3)3" mmmKD_ (1)6.. +(2)4" (4)3" mmmI (1)6"+(3)4" ra,110PL a (1)6" +(4)4" all GALVANIZED SLEEVE - TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN — aw -t — — — — w — "•,• 111 ,. I® 1 © 1© �r ,1 �I I p ��� 12 M \1 is \` 21 27 `4 m 4 -24 1 -112" 35 4 -23 L112' 35 4 -22 2" BO NO VALVES IN TURF NOTE THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY. A MATCHLINE SEE SHEET L -3.09 I I I �I 1 1 A \ 1s \ \ v \ i 5 15 5-76 1" 33 1' 20 SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • WIRE SLEEVES SHALL BE MINIMUM 21 . • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX • PROVIDE 10 FOOT LONG "CROSSING SLEEVES" AT AT DW I RW INTERSECTIONS SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L4.3 IRRIGATION PUMP AND FILTER DETAILS L4.4 IRRIGATION DETAILS L4.5 -4.6 12 M \1 is \` 21 27 `4 m 4 -24 1 -112" 35 4 -23 L112' 35 4 -22 2" BO NO VALVES IN TURF NOTE THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY. A MATCHLINE SEE SHEET L -3.09 I I I �I 1 1 A \ 1s \ \ v \ i 5 15 5-76 1" 33 1' 20 SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • WIRE SLEEVES SHALL BE MINIMUM 21 . • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX • PROVIDE 10 FOOT LONG "CROSSING SLEEVES" AT AT DW I RW INTERSECTIONS SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L4.3 IRRIGATION PUMP AND FILTER DETAILS L4.4 IRRIGATION DETAILS L4.5 -4.6 nk a > n ® ®� ® m ® m S19 5 -20 2" 6a I EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24" COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. , 5 -21 5 -22 5 -23 5 -24 5 -25 5 -26 5 27 I I 2 4 F C2 -2 1 -IA" 24 16 2 z" 4 e � •♦ \ \ 32 •` - -. 32 n 16 16 4-21 16 i \ 2" 96 16 4 -20 2" 64 4 -19 2' 64 \ 4 -18 6 z" ae � v \ \ 16 16 \ 1 \ 16 4 \ 16 \ - MATCHLINE SEE SHEET L -3.11 1 J ) T1 t+i III, �j F W IIII 1 11 rn W I ' U I � W � 1 F W 01 101 201 401 LNUtK&K0UNU 5tKVice ALtKT SAN ELIJO JOINT POWERS .r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G�X I AUTHORITY r9`9.' a ,v i'11�. : c`i 31591 Camino Capistrano ��'l� e + San Juan Capstrano, CA92676 i� all 4` a vew.RJMdesi9ngm mm 6DROI�NN � �7 mA a 194914932690 fax TWO WORKING DAY5 SIGN DATE 9rF pcF`� 19491493'2600 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN ev: CHECKED Br: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF REDO DED APPRV°§D LOCATION: SEE SHEET C -01 HORIZONTAL DATE: nu _ ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA WRY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.10 HEET 95 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA =1 111DI;R = ra,110PL a all eon r S19 5 -20 2" 6a I EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24" COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. , 5 -21 5 -22 5 -23 5 -24 5 -25 5 -26 5 27 I I 2 4 F C2 -2 1 -IA" 24 16 2 z" 4 e � •♦ \ \ 32 •` - -. 32 n 16 16 4-21 16 i \ 2" 96 16 4 -20 2" 64 4 -19 2' 64 \ 4 -18 6 z" ae � v \ \ 16 16 \ 1 \ 16 4 \ 16 \ - MATCHLINE SEE SHEET L -3.11 1 J ) T1 t+i III, �j F W IIII 1 11 rn W I ' U I � W � 1 F W 01 101 201 401 LNUtK&K0UNU 5tKVice ALtKT SAN ELIJO JOINT POWERS .r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G�X I AUTHORITY r9`9.' a ,v i'11�. : c`i 31591 Camino Capistrano ��'l� e + San Juan Capstrano, CA92676 i� all 4` a vew.RJMdesi9ngm mm 6DROI�NN � �7 mA a 194914932690 fax TWO WORKING DAY5 SIGN DATE 9rF pcF`� 19491493'2600 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN ev: CHECKED Br: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF REDO DED APPRV°§D LOCATION: SEE SHEET C -01 HORIZONTAL DATE: nu _ ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA WRY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.10 HEET 95 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA 1 J ) T1 t+i III, �j F W IIII 1 11 rn W I ' U I � W � 1 F W 01 101 201 401 LNUtK&K0UNU 5tKVice ALtKT SAN ELIJO JOINT POWERS .r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G�X I AUTHORITY r9`9.' a ,v i'11�. : c`i 31591 Camino Capistrano ��'l� e + San Juan Capstrano, CA92676 i� all 4` a vew.RJMdesi9ngm mm 6DROI�NN � �7 mA a 194914932690 fax TWO WORKING DAY5 SIGN DATE 9rF pcF`� 19491493'2600 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN ev: CHECKED Br: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF REDO DED APPRV°§D LOCATION: SEE SHEET C -01 HORIZONTAL DATE: nu _ ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA WRY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.10 HEET 95 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA C Q 0 0 a i T M O o a od � a o E_ i r �a s: o �a u, z N z 3 Oj �M o� MATCHLINE SEE SHEET L -3.10 7 M H+ W W x W W r4 x U H 6� LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" r 1 -112" 2" 2 -112' ff 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT masmaii (2) 2" masmaii (2) 4" masmaii (3) 2" masmaii (3) 4" masmaii (4) 2" masmaii (4) 4" masnami (2) 3" masmaii (5) 4" masmaii (3) 3" masimi (1)6 " +(2)4„ masnami (4) 3" sommini (1)6 "+(3)4„ sommini (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L3.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L3.3 IRRIGATION PUMP AND FILTER DETAILS L3.4 IRRIGATION DETAILS L3.5 -4.6 I SLEEVING NOTES I IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. WIRE SLEEVES SHALL BE MINIMUM 2". SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW I RW INTERSECTIONS I NO VALVES IN TURF NOTE I THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY, EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. v q 0" 2 401 t 9 Q P KEYMAP' � � UNOERE,ROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G�X I AUTHORITY r9`9.' a ,v i' L L : c 31691 Camino Capistrano ��'l� e + San Juan Capstrano, CA 92616 o i %moi.RJMdesi9n9roup.mm GROUP �7 aA a 19 491 493-H90 fax TWO NORKINS DAY5 SIGN DATE 9rF pc [941 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIE, ° �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 ENCINITAS COMMUNITY PARK 10630 =G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL O'A ELEVATION: 215.640 DATUM: NGVD 29 LA II P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.11 SHEET 96 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA EiI a N I n m a N � �m N M a m OU Z - ZFOa -NQN aaml oQmM CE ma CE < mZon ' U E Z VIQQ� WU� Z �NZO ICL 0O_ C a 0 0 a m 0 oa od � a o E_ i r �a s: o �a u, z N z �M o� �0 0� S�,1 �d 6' op 40 J ' �\ 00 , ZVELL \ \ 00 O , J • 18 5-42 S5 JLI / --- - - - - -- - d 16 LLB LLB LLB LLB LLB LLB LLB LLB LLm LLB LLB LLB LLB 13 73 73 \ \ \ \ \ \\ \\ \ \ 13 12 \ \ \ \ \\ \ \ r 52 �\\ \ \ 1z 12 \\ \ \ � 12 12 12 21 ro\ �1 F� \ ' u 27 M _ 21 21 ' \ 21 �/ 3a 34 G U 31 34 1, \ \ 72 12 \ � \ -40 72 \ \ \ \ \ \ \ 2" 64 \\ \ \\\ 12 12 5-39 `\ 1z 12 12 \ VA \ 5-38 \ 2. 64 A 1-1/2' 1n3 e8 as \ 72 \ v\ \ VA i2" RW WATERLINE \ \ 12 PER CIVIL PLAN \I \� AAAAV 13 7f \ V A \ \ -114' rJ36 21 \ 115-35 21 21 21 \ \ \\ 1.12" 29 `\ \ \ \\ 13 S \ \ \ 21 21 21 \�73 3c 34 1 ' I\ 34 I _3 I= Milli \ 14 \ \\ X 2' 48 "Ai \ \ \ \ \e\ cO 15 75 \ \ \ 6 73 ` \`\ 75 \\ \ \\ \\ \ 13 \\ \\ 74 - MATCHLINE SEE SHEET L -3.13 mmmmmmmmmmmm LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 314" MINIMUM 1 -114" T 1 -112" 2" 2 -1/2" 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT mmmI (2) 2" mmmI (2) 4" mmmI (3) 2" mmmI (3) 4" mmmI (4) 2" mmmI (4) 4" mmmI (2) 3" mmmI (5) 4. � (3) 3" � (1)6 " +(2)4„ mmmI (4) 3" mmmI (1)6 "+(3)4„ mmmI (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L3.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L3.3 IRRIGATION PUMP AND FILTER DETAILS L3.4 IRRIGATION DETAILS L3.5 -4.6 SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • WIRE SLEEVES SHALL BE MINIMUM 2 ". • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX • PROVIDE 10 FOOT LONG "CROSSING SLEEVES" AT AT DW / RW INTERSECTIONS NO VALVES IN TURF NOTE THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY, EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. 6666zol 40l LINUtKOKOUNO 5tKVice ALtKT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY r9`9.' a ,v GAt� -L: c�' 31591 Camino Capistrano ��'l� e + San Juan Capstram CA 92676 rrlll7� all 4 a wew.RJMdesiAn9roup.mm GROUP L� �7 mA a 194914932699 fax TWO WORKING DAY5 SIGN DATE 9rF pcF`� 19491493'2609 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 0I6 ° N CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: !DRAWN ev: cHEGI<ED Br: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO QED/ APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LAIIIKY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.12 SHEET 97 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA C a a 0 0 a m 0 oa od � a o E_ i r 0a s: o �a u, z N z �M o� MATCHLINE SEE SHEET L -3.12 LATERAL PIPE SIZING LEGEND rm L• i �� \ IMP \ \\ \\ \\ \\ \ \\ \ \ NN, \ \ \ \ \ \ N0112" PIPE PERMITTED 32321- . - -. -. \ \ \ \\\ ¢ \- \ \ \\ \\ 14 \\ \ 74 \ \ \\ \ \ \ \ \ \ \ \ \ \ \ 0 34 34 5-37 \ \ \�\ r s+ \ 13 \ 3140 MINIMUM 1" 6 \ \ \ clll� e� \\ 14 \ V� 1. 4" 5 -30 \ \\N, \2 \ \ \ \� \\ N, IN. 1 -112" Wn n \ \ \ \\ a \ \ \ 2„ ' Pi 27 21 5-29 \\ �� Pzi \ \ id \ \ \ \\ 74 \N \\ \ \ \ \ \ \ \ \ \ III �21 I .�,� p. 5 �C, AV A \ 2 -112' Of) m \ \ \ \� \\ 3\ \\ \ 3" WW s" z1 2 -36 \, \ u W z1 5 -28 A�� ��\ \fitV �� IN 21 \ A \\ \\ \ 14 \ \\ \� \\ �\ \74\ \\ \�� \ \ \ \ \ \ \ \ SLEEVE SIZING LEGEND � \ \ \\ VW\ \� \ \ REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO U 21 21 21 \ H ` TAIL F REQUIREMENT. F C\ 9 \\ 1a \ \ k� \\\ \ \ \ \ . Q `,` \ \ \\ \ \ \ \ 14 \ � � \ \ \ \ \ \ PIPES UNDER PAVING DE OR BURIAL DEPTH REQUIRE �-' z1 2+ 21 (2) 2" (2) 4" DWIRw \1n \ \ k \ \ \\ \ \ \ (4)2" (414" VA CROSSING AV AA A \ 2(t �� 74A v� \+ � � � � (2) 3" � (5)4" 2 -32 �. \\ EVE \ \ \ \ \ \v � (3) 3" � (1) 6 "x(2)4„ F ,\ \ \\ "L \ INN, 74 X �\ \ \,CROSSING tT� \ N� \\ \ 74 \\ \ \ "7�\/`\\� \\ \\ \ \ \\ \ DIAMETER GALVANIZED PIPE OVER TE MIMED 2X \ \ 74 \ \ \ \ SHEET NOTES �RESTROOM T .A, EEW 1y.H \ �o �\ \\` L \\\ \ \\ \ \� \� \ \ \\ \ \ \ REFER TO THE FOLLOWING SHEETS FOR: 74 \ 14 RECYCLED WATER USE EXHIBIT A -02 AND A -03 M M0� 1" 11 -19 P V / \ V \ � \ IRRIGATION LEGEND - RECYCLED USE AREAS L 4.1 -4.2 A ° M0 2 s3 \ +< NNN \ \ \\ \\ \ \ IRRIGATION LEGEND- DOMESTIC USE AREAS L43 IF 2 -33 11 -iy \ \ \ \� \ \ \ IRRIGATION PUMP AND FILTER DETAILS -4.4 INN, Dw /R \ r 19 ` k \\ \ � 14 IRRIGATION DETAILS - 4.5 -4.6 % CRS EING IN AL AAA 2 i�-29 V AA4 \ A �� 74 vvVvv 14 A V A� V� �� SLEEVING NOTES DRINKI -21 ^ \ \`s �\ \ IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE TEST STATION A `,\\\ / , /j � /I \✓` ` \ \\ 2 50 ��� \\\\ 14\ \ \\ \\` \t\3 I \ \ \ \ \ \ SLEEVED, TO BE TWICE T ER DETAIL ON SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SHEET L -4.2. ' 'l \\,//�;� ���, ` o \ \\ \ 9�\ \ \ (�\ TYPICAL WIRE SLEEVES SHALL BE MINIMUM 2". -�X /-; �j, .�� H (� \ \" Dyy/Ryy \\ \ \\ 1d \ \ \\ \ \\ \ \ \ SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. CROSSING \ \\ \ \\ \ \ 13 \ \ \ • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING LEEV \1�\ \\\ \\' \�\ J \ THE SLEEVE. ' ` +4 13 \ \ IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE 4 ; " \ / �\ HARDSCAPE CONTRACTOR �� \ \N, N o$ ` \\ \�\\ 13 \ �\ � \ \ - REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR C\ \ \ \ \ \ \ ,(/ \\ \ \ SLEEVE SIZE MATRIX �\\ ` 2 q�` \ S \\ �y` �q/ \ 13 \ \ \ \ \ \ PROVIDE 10 FOOT LONG •CROSSING SLEEVES" AT AT DWI RW \�\ \ \ \ \ \ \ INTERSECTIONS ok \ NO VALVES IN TURF NOTE DWIRW v v A 13 \\ CROSSG \ \\13 �\ \ \ \\ \ \ \ THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, L CONTROLLER ; / \ yo -Ah \ �\ 0 \ \ VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN W ' \A z2 1 4 H \\ \ Le\ 13 \ t5 1 OTHERWISE NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN P4 ` \ 2 -38 \ �`" ;\ \ \�\ \ / �\ TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. ', r 10 \ \ \\ �� \ I \ CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES 31 j A 2-29 \ r ; 9 13 INSTALLED IN TURF AREAS AT NO COST TO THE CITY. IN raTi 2 -27 �\ \\ A o Q \\ o� \ \ \\ \ \\ \\ \ s \ \ 31 � 2z - e� 3 �� NN, � , VA �l A �, I EXTRA WIRE NOTE O 31 31 24 , \ \ \ �o /� i s \ \\ \ \a(, \ 15 \� \/ h' \ THREE N CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED / \ T 5 \ \ 75 \\ X?* \ �� JyJyhJ STRIP AND ONE R COMMON WIRE (WHITE WITH RED STRIP) SHALL 3+ i \ \ ^ \\ o \\ \ y \� BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES 1 15 �' ` �' \\ \ \ \\ / 15 \ \ SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN IN ' 32 I 31 L \- yq 2 -25 25 \� /3 \ \\ \ a� \ \\ \ \\ �\ \\ \ �/�'J��� \ LAST VALVE BOX, BUNDLE ALL EXTRA WIRES IN CONTROLLER. IN Y4 �' L OBINKING FOUNTAIN \\ \\ 122 VAV 14 2a v' ae 1.2 -168 2153 2, 14s 2, �� 2 s1 16� \V 1d &�� v 49 25 2 -20 24 / DW RW WITH TEST STATION PER R V A IpI'' \ 4s 2 -12 CR ING DETAIL ON SHEET �4•- 2-19 1 -114" 23 TYPICAL 91 - 4 2 -23 1 -114" 16 23 v sv SLE VE �� �I F \�AV \\ ll 74 23 2d 2 -1 T s4 _ � c _ /Y3 �` _I 2 1 -112 40 2 -1% �/ 21 ��� as' si sa s 43 `A S �O ViaV 32 COACH `l s.x 1 -114" 22 - CONTROLLER2 24 zq. zzo 23 \ 21 21 _ 21 5 2171 -- @ \ \ \ \ 14 \ \ 11 2 23 2 O J 22 21 21 \ \` \ \ F, NN ,3 21 61 r - MATCHLINE SEE SHEET L -3.14 KEYMAP U IVER&ROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G��\\ AUTHORITY r9`9.' a ,v i't)<. �.: 31591 Camino Capistrano ��'l� e + San Juan Capstrano, CA 92575 i� 8 4` a w RJMdesi9ngmup.cam GROUP G NN � �7 mA a 194914932599/ax Rj M TWO WORKING DAYS SIGN DATE 9rF pc 19 491 49 3 25 0 9 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 0I6 ° �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF REDO DE D APPR\Vl LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 1 ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. JAN,—L.L.A. EXP.: 09 30 13 DATE DATE IRRIGATION PLAN L -3.13 SHEET 98 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA a a a 0 0 d i T m 0 oa od � a o E_ i r �a s: o �a u• z N z �M o� r - ---- - - - - -� - - - -- -� - 23 23 ♦ 3 22 21 27 `•.� - -_ C- —C — 1 � I I I I o - MATCHLINE SEE SHEET L -3.15 T � 23 23 e I 1z � 22 2 ; �\ \\ 1 \• \ M .a 1 W 22 1� I W I 1� I 1 a U 122 --4 1 �r� 1fi 1 Fi I 1' 12 c 1 5122 F4 91 1 1 49 4 -10 1112" 32 25 I I '\ I \ 1 0 \ \ , -1n• 3z 22 SOFTBALL FIELD BASE BID: \,\ INSTALL ALL MAINLINE AND VALVES AS SHOWN. FOR ALL IRRIGATION \ \ WITHIN BASE BID LIMITS, CAP LATERAL AFTER VALVE BOX FOR FUTURE \ EXTENSION. REFER TO PLANTING PLAN FOR BASE BID LIMIT OF WORK. �.� \ 22 ` r sa \ O. \ r sa \ I 4-1 1 412 4 -13 \ r 45 1-114• 27 1' ,z v \ \ 2 -5 Y 5 25 -- _ -- \1 6•w�i fll WERE "gil MEMO 0 Fill LOT 0 II 1 \ I \\ 1 O \ \F \ \ ,4 \ �\ - MATCHLINE SEE SHEET L -3.13 �N \\ \ \ 1 -iN' 22 14 \ \ \ \\ \ 12 \ 72 „ 12 \ \ 12 12 \\ 21 12\ \ 12 mcm] t \° \ \ \ \ 1" 18 \ \ \ „ -zT , 11 2 \ \ \ \21 \\ 2' 4: 21 \ \ 21 I \ \ \ \21 \\ I I 21 \ \ \\ \ 21 I \ \ \1 \21 \, I I 21 \ \I \1 1 21 I isi 11 1112, 1 -30 I "1 21 1111' 1 -112" 26 � I I 1 -29 21 1 1 121 1' 14 1 I 21 IIII 21 I 11 11 21 1 21 III I I II 2, 121 I I 21 I 21 1 21 1 27 ,2 12 7� ,2 11 2 ,2 ,z 1 I �— 12 121 1 13 � 1 1 11 i 11 ,2 ,2 1 I V ,a 12 I\ ]p1 \ \ \\ IIII 12 11 1 172 15 1 13� \ I 75 t of ml zol vol �, a KEYMAP UNVER&ROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY r9`9.' a ,v G���: 31591 Camino Capistrano ��'l� e + San Juan Capstrano, CA 92515 i � 811 4 a w RJMdesi9ngmup.cam GROUP �7 aA a 19491493- m99 /ax TWO WORKING DAY5 SIGN DATE 9rF �d 19491493'2500 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 0I6 ° N CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED ev: !DRAWN BY : cFIECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. C STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1YN�� ENCINITAS COMMUNITY PARK 10630 —G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL O'A ELEVATION: 215.640 DATUM: NGVD 29 LAIIIKY P. JAN,—L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.14 SHEET 99 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA - MATCHLINE SEE SHEET L -3.15 t \° \ \ \ \ 1" 18 \ \ \ „ -zT , 11 2 \ \ \ \21 \\ 2' 4: 21 \ \ 21 I \ \ \ \21 \\ I I 21 \ \ \\ \ 21 I \ \ \1 \21 \, I I 21 \ \I \1 1 21 I isi 11 1112, 1 -30 I "1 21 1111' 1 -112" 26 � I I 1 -29 21 1 1 121 1' 14 1 I 21 IIII 21 I 11 11 21 1 21 III I I II 2, 121 I I 21 I 21 1 21 1 27 ,2 12 7� ,2 11 2 ,2 ,z 1 I �— 12 121 1 13 � 1 1 11 i 11 ,2 ,2 1 I V ,a 12 I\ ]p1 \ \ \\ IIII 12 11 1 172 15 1 13� \ I 75 t of ml zol vol �, a KEYMAP UNVER&ROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY r9`9.' a ,v G���: 31591 Camino Capistrano ��'l� e + San Juan Capstrano, CA 92515 i � 811 4 a w RJMdesi9ngmup.cam GROUP �7 aA a 19491493- m99 /ax TWO WORKING DAY5 SIGN DATE 9rF �d 19491493'2500 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 0I6 ° N CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED ev: !DRAWN BY : cFIECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. C STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1YN�� ENCINITAS COMMUNITY PARK 10630 —G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL O'A ELEVATION: 215.640 DATUM: NGVD 29 LAIIIKY P. JAN,—L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN L -3.14 SHEET 99 OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA a a 0 O a m 0 oa od � a o E_ i r �a s: o �a u, z N z 3 Oj �M o� 1 _ _ LATERAL PIPE SIZING LEGEND �\ '1 1z \ 21 � MATCHLINE SEE SHEET L -3.14 _ _ _ _ _I _ _ _ _ _ NO 112" PIPE PERMITTED 3t 721 21 1 1 \ \\ 13 \ \ \ \ \ \ 3140 MINIMUM ❑� 92 \ \ \\ \ I S 21 i2 \\ 1 -114" Q� 37 2 \ 21 •' 21 ` / \ \ Y 73 T 1 -112" 22 z 21 21 y 73 \\ ' ffi 3" 1 2 t2 1 41 22 2 21 \ l \ 1" 16 22 22 32 ' 21 92 \ '1'1-30 12 21 21 Ef 1 -112" 4D \y R 32 21 � �' SLEEVE SIZING LEGEND 1 -1a ^327 22 22 22 zz 21 21 32 P1 / / 22 �b3 \� 73 \\ \ REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO i-0 2 I PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. 1" 15 22 32 / 21 \ 73 \ (2) 2" (2)4• 32 27 1 6 22 34 32 32 22 \ \ 12 13 mmmO� (2) 3" mmmKD� (5) 4. mmm� (3) 3" mmmKD� (1)6 "+(2)4" 22 (4)3• mmmO� (1)6 " +(3)4„ 12 � mmmO� (1)x.,(4)4„ T zz z1 1 1a \ MENEI GALVANIZED SLEEVE -TO BE MINIMUM 2X 12 21 21 34 726 7 -i14. 27 i� 72 13 DIAMETER OF PIPE OVER TERRACE DRAIN 4P \ Pi \ 3a 2q 3a z, z1 z1 21 3 1 -4 \ �\ SHEET NOTES i/1 47 21 � \ REFER TO THE FOLLOWING SHEETS FOR: 1 -8 T 22 22 \ 3a E1 21 21 zt 1.1/q" 2s� \ 14\ / RECYCLED WATER USE EXHIBIT A -02 AND A -03 -v4• z7 \ 21 M �� 72 ,z \ IRRIGATION LEGEND- RECYCLED USE AREAS L3.1 -4.2 \ \ 21 21 ® us s1 \ \ 14 IRRIGATION LEGEND- DOMESTIC USE AREAS L3.3 \ IRRIGATION PUMP AND FILTER DETAILS L3.4 IRRIGATION DETAILS L3.5 -4.6 \\ L\\21 1 -24 SLEEVING NOTES 2z 1 112 1z 22 22 22 \ 31 3a 122 IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE 21 \ ` SHALL BE SLEEVED UNDER PAVING. 27 / zt 34 34 `�> \I / \ �\ SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE 12 1' 13 / / i 22 1-31 -40 �+ �� / SLEEVED. \ 1 -21 zt 1" 1s \� WIRE SLEEVES SHALL BE MINIMUM 2'. ,z _ 1 121 \\ 2. a1 35 27/ E1 / / 1 -32 34 1z ' SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. / / // M� ` \ PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING 27 21 \ 34 35 1 -2B 21 21 34 7 9 3a 71 \ THE SLEEVE. v1n" 29 z1 21 z 21 1 -33 \ IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE 1 1 7 -in' 33 i1 21 \ \ / 2-152/ 11 11 / - HARDSCAPE CONTRACTOR 21 - REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX Pool 1 - I 2 \ \ I • PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW / RW 1 -12. 12 22 II �I 35 35 / 27 H 27 21 - - -- - -\\ M \ \\ \ ^\ 72 \ \�\ INTERSECTIONS j 1 NO VALVES IN TURF NOTE 1" 15 C 31 21 � / � a1 �V A P1 � � � � AV � I 12 22 • I _ — ,gat / \\ \ \ \� >\ THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, I 1 -14 z2 \ — VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN 1 y \ 27 231 47 I\ / 1 \\ 32 �' c 22 27 �\ _\ TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. 1 'L I 12 21 \ 27 2 41 \ 32 22 W 7 -in" 27 27 CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES \ k / 27 \ 27 \ / / \ — / � � 1 -37 � � INSTALLED IN TURF AREAS AT NO COST TO THE CITY. \ // 27 21\ 32 1 3 S 21 0 2z / 21 // zs• __ 41 __ \\ _// 41 // 0 1 -33 ``_R 21 27 _ �% EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED 21 21 21 E1 21 22 22 - - - -- 1 STRIP) AND ONE COMMON WIRE (WHITE WITH RED STRIP) SHALL o 11 -37 BE PROVIDED FOR R EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN 27 21 zz zt \ 1$9 1 LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. 27 27 D1y \ 1. 3 \ \ \ 12 22 22 21 21 ?2 \ Y 22 21 21 � 1d1 1 12 21 21 21 21 27 27 21 22 21 11 03 x. 12 12 12 12 12 11 11 11 A. i2 71 - �• ( .;.A 12 71 11 11 11 17 12 12 „ 11 12 12 11 11 12 F R RW RIN RW R RW &W -- -BW- -- 1' 10 - - - -_ -- J R RW — RW "f _ — — — -- - - - -RW — I11 10 1" 17 1 9 1" 10 1" 10 1 -112' 21 Cri A - 61 0l 20l 40l a KEYMAP UNOERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT I AUTHORITY r9`9.' a ,v G�1� -�: c3' 31591 Camino Capistrano ��'l� e + San Juan Capstrano, CA 92575 rrlll7� 8 4 a w RJMdesi9ngmup.cam GROUP 1 �� �7 mA a 19 491 4 9 3 -m90 fax Rj M TWO WORKINS DAYS SIGN DATE 9rF pcF`� 1949149azsoo phone SIGN DATE SIGN DATE DIREVTO OF ENGINEERING DATE SIGN DATE BEFORE YOU 0I6 � CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY, !DRAWN ev: !CHECKED Br: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. N STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF REDO QED APPRV°§D LOCATION- SEE SHEET C-01 HORIZONTAL DATE: nu n ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NCVD 29 LA Y P. AN, L.L.A. EXP.: 09 30 13 DATE DATE IRRIGATION PLAN L -3.15 SHEET100OF20111 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA Q O O a i T M O o a od � a o E_ i r �a s: o �a u, z N z 3 Oj �M o� \ 2 -16 � 1 -114' 28 2' 45 219 2 -24 2 -23 2 -22 i 1 -114' 15 9 1 -112" 32 2-21 2 1 -112" 40 2 -12 -1/4' 23 LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" T 1 -112" 2" 2 -112' 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT masmaii (2) 2" masmaii (2) 4" masmaii (3) 2" masmaii (3) 4" masmaii (4) 2" masmaii (4) 4" masnami (2) 3" masmaii (5) 4" masmaii (3) 3" masimi (1)6 " +(2)4„ masnami (4) 3" sommini (1)6 "+(3)4„ sommini (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L3.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L3.3 IRRIGATION PUMP AND FILTER DETAILS L3.4 IRRIGATION DETAILS L3.5 -4.6 EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. I SLEEVING NOTES I IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. WIRE SLEEVES SHALL BE MINIMUM 2" . SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW / RW INTERSECTIONS I NO VALVES IN TURF NOTE I THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY. 0" 2 401 LNUeReROUNU 5tKVice ALERT SAN ELIJO JOINT POWERS vr��m� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GAI AUTHORITY a ,v 1� -L: 31591 Camino Capistrano ��'l� + San Juan Capstrano, CA 92515 rr1117� [ fax up.mm GRROUP �7 194914932599 /ax TWO NORKINS DAY5 SIGN DATE 19 491 49 3 25 0 0 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECQ DED APPR\�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 �N� T ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA II P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN - BID ALT 3 LBA -3.16 HEET1010F 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA EiI m N M m a N d' �m N M a m OU Z - Z F -NQN aaml CE < mZon z U M Z VIUQ� Z snvaia C a 0 0 a r M 0 o a od � a o E_ i r �a s: o �a u, z N z �M o� II I XI 131 10-5 1. t7 I 40 13 10 -7 1" 23 X 1 I 13 10 -8 I 1 -114' 22 I 10 -9 3 3 r 51 I 10 -10 � I 2' 4o I I I I I I 13 I 10 -11 11 10 -12 1 -v4" 24 14 10 -13 1 C17 10 -04 j 2 10-15 ` 133 0 I I I 13 II I I X' I 13 I I I I CONT 0 ER f0 I 73 13 12 10-3 10 -2 CROSSING i - -- - - - -- -- 72 - - -- — ss 1- 2 1' 0 1" 20 1" 74 SLEEVE II Ij z3 / X ' . / / 35 I 23 35 O$ 61 23 23 STUB 10-14 AND \ \ 10.15 LATERALS FOR FUTURE ff MAN w-W 0 LOCATE SHRUB BED, T BED, YP. P. STUB 10-31 LATERAL FOR FUTURE L i WY l W I 1 �1L7� i11dY� - ®E ®® ® ® ®® ® ® ®L10/ \L® LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED / 314" MINIMUM i 1 -114" I DRINKING NG FOUNTAIN T 1 -112" WITH TEST STATION I PER DETAIL ON 2" SHEET Ld.2 2112' PROPERTY LINE 1 � 3.. I L 1 SLEEVE SIZING LEGEND 10 -34 REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO t 1z PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. 10 -33 masmaii (2) 2" masmaii (2) 4" t 5 masmaii (3) 2" masmaii (3) 4" masmaii (4) 2" masmaii (4) 4" 10 -32 masmaii (2) 3" masmaii (5) 4" t' t3 masmaii (3) 3" sommisai (1)6 " +(2)4„ masmaiii (4) 3" sommini (1)6 "+(3)4„ 10 -31 sommini (1)6 ".(4)4" r' - 10 -30 GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN 1^ t1 SHEET NOTES ® REFER TO THE FOLLOWING SHEETS FOR: / RECYCLED WATER USE EXHIBIT A -02 AND A -03 // / IRRIGATION LEGEND- FILTER DETAILS AREAS -4.1 -4.2 10.2 IRRIGATION LEGEND- DOMESTIC USE AREAS -4.3 r' 42 / IRRIGATION PUMP AND FILTER DETAILS L3.4 IRRIGATION DETAILS - 4.5 -4.6 it/ I I I I I I I I �C EXTRA WIRE NOTE / THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. + SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • WIRE SLEEVES SHALL BE MINIMUM 21 . • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX • PROVIDE 10 FOOT LONG "CROSSING SLEEVES" AT AT DW / RW INTERSECTIONS NO VALVES IN TURF NOTE THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY. 0" 201 401 LNUeReROUNU 5tKVice ALERT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT I AUTHORITY r9`9.' a ,v GA1� -L: c`Y 31591 Camino Capistrano ��'l� e + San Juan Capstrano, CA 92575 i � %vov.RJMdesi9n9roup.oam 6DROI�NN � �7 mA a 194914932599/ax TWO WORKING DAY5 SIGN DATE 9rF pcF`� 19 491 49125 0 0 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED APPR\�,�5p LOCATION- SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 12N��� ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN - BID ALT 4A LBA -3.17 HEET102OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA C Q O O a i M O o a od � a o E_ i r �a s; o �a u, z N z 3 Oj �M o� LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" r 1 -112" 2" 2 -112' ff 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT masmaii (2) 2" masmaii (2) 4" masmaii (3) 2" masmaii (3) 4" masmaii (4) 2" masmaii (4) 4" masnami (2) 3" masmaii (5) 4" masmaii (3) 3" masimi (1)6 " +(2)4„ masnami (4) 3" sommini (1)6 "+(3)4„ sommini (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L4.3 IRRIGATION PUMP AND FILTER DETAILS L4.4 IRRIGATION DETAILS L4.5 -4.6 EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. I SLEEVING NOTES I IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. WIRE SLEEVES SHALL BE MINIMUM 2" . SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW / RW INTERSECTIONS I NO VALVES IN TURF NOTE I THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY. 0" 2 401 LNUeReROUNU 5tKVlce ALERT SAN ELIJO JOINT POWERS vr��m� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GAI AUTHORITY a ,v 1� -L: 31591 Camino Capistrano ��'l� + San Juan Capstrano, CA 92515 �7 194914932599 /ax TWO NORKINS DAY5 SIGN DATE 19 491 49 3 25 9 0 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECQ DED APPR\�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 �N� T ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN - BID ALT 4B LBA -3.18 HEET103OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA EiI law m N M m a N � �m N M a m OU Z - Z F aaml CE < mZon z U E on O' Z VIQQ� WOE �NZO ICL 0O_ a 0 0 a i T M O o a od � a o E_ i r �a s: o �a u, z N z 3 Oj �M o� DW DW DW DW DW D OW DW DW ____ -I —___— Dw I SKATE PARK BASE BID AND BID ALT NOTE REFER TO PLANTING PLAN FOR BASE BID AND BID ALT 5A, 5B AND SC LIMIT OF WORK. BASE BID (SHEET i AND L-3.5) • INSTALL MAINLINE, BALL VALVES, QUICK COUPLERS AND AIR RELIEF VALVES SERVING SKATE PARK. • INSTALL 9-12,9-13,9-14,9-16,9-17,8-16 AND B-18 AS SHOWN PER PLAN ON SHEETS L -3.2 AND L -3.5. • INSTALL 9-15,8-13, AND 8-17 VALVES, CAP LATERAL AFTER VALVES. DO NOT INSTALL DOWNSTREAM HEADS I DRIP LINE OR LATERALS. BID ALT SA (SHEET LBA-3.191 • INSTALL IRRIGATION DOWNSTREAM OF VALVE 8 -17 AS SHOWN PER PLAN ON SHEET LBA -3.19. BID ALT SB (SHEET LBA -3.201 • REPLACE DRIP RCV WITH STANDARD REV FOR 8 -13 REFER TO PLAN FOR SIZE. • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9 -15, 8 -13, 8 -17 AS SHOWN PER PLAN ON SHEET LBA -3.20. BID ALT SC (SHEET LBA -3.211 • INSTALL DRIP RCV FOR 8-13, REFER TO PLAN FOR SIZE. • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9 -15, 8 -13, 8 -17 AS SHOWN PER PLAN ON SHEETS LBA -3.21. LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" r 1 -112" 2" 2 -112' 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT masmaii (2) 2" masmaii (2) 4" masmaii (3) 2" masmaii (3) 4" masmaii (4) 2" masmaii (4) 4" masnami (2) 3" masmaii (5) 4" masmaii (3) 3" masimi (1)6 " +(2)4„ masnami (4) 3" sommini (1)6 "+(3)4„ sommini (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L4.3 IRRIGATION PUMP AND FILTER DETAILS L4.4 IRRIGATION DETAILS L4.5 -4.6 EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. I SLEEVING NOTES I • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • WIRE SLEEVES SHALL BE MINIMUM 21 . • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX • PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW / RW INTERSECTIONS I NO VALVES IN TURF NOTE I THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY. k q - KEYMAP'� a UNOERE,ROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT I AUTHORITY r9`9.' a ,v GALL: c San Juan Cao Capistrano ��'l� e + San Juan Capstrano, CA 92616 rrlll7� 8 4 a %moi.RJMdesi9n9roup.mm GROUP NN t � �7 aA a 19 491 493-H90 fax TWO WORKINS DAY5 SIGN DATE 9rF pcF`� [941 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIE, ° �� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAwN ev: CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF REDO DED APPR5p \�,� LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA WY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN - BID ALT 5A LBA -3.19 SHEET1040F 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA EiI a m N J �m N M a m OV Z - ZFOa -NQN aaml oQmM CE mm CE < mZUon on ' F E Z uQ U� o_ z �NZO ICL 0O_ C a 0 0 a m 0 oa � a o E_ i r �a s: o �a u, z N z �M o� °W DW DW DW ON Dw - - -- OW _--_--_-- Icy -f -- DW °W DW - - - -_- -fig— --II 4- - - - - -- DW °W __ - --II �L- -- - - -- —�I - - - -- �DW °W - - -- S P n1 �— - -_ -- II 1 - -_ - -_ � —y '----- ---- -- -�`— III I I LIB �Iw T -30 T -2< 185.47 185.1 T— 31 185.17 boa SKATE PARK BASE BID AND BID ALT NOTE REFER TO PLANTING PLAN FOR BASE BID AND BID ALT SA, SB AND 5C LIMIT OF WORK. BASE BID (SHEET L4.2 AND L4.5) • INSTALL MAINLINE, BALL VALVES, QUICK COUPLERS AND AIR RELIEF VALVES SERVING SKATE PARK. • INSTALL 9-12,9-13,9-14,9-16,9-17,8-16 AND B-18 AS SHOWN PER PLAN ON SHEETS L -3.2 AND L -3.5. • INSTALL 9-15,8-13, AND 8-17 VALVES, CAP LATERAL AFTER VALVES. DO NOT INSTALL DOWNSTREAM HEADS I DRIP LINE OR LATERALS. BID ALT 5A (SHEET LBA -3.19) • INSTALL IRRIGATION DOWNSTREAM OF VALVE 8 -17 AS SHOWN PER PLAN ON SHEET LBA -3.19. BID ALT 5B (SHEET LBA -3.20) • REPLACE DRIP RCV WITH STANDARD REV FOR 8 -13 REFER TO PLAN FOR SIZE. • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9 -15, 8 -13, 8 -17 AS SHOWN PER PLAN ON SHEET LBA -3.20. BID ALT 5C (SHEET LBA -3.21) • INSTALL DRIP RCV FOR 8-13, REFER TO PLAN FOR SIZE. • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9 -15, 8 -13, 8 -17 AS SHOWN PER PLAN ON SHEETS LBA -3.21. LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" r 1 -112" 2" 2 -112' 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT mmmI (2) 2" mmmI (2) 4" mmmI (3) 2" mmmI (3) 4" mmmI (4) 2" mmmI (4) 4" mmmI (2) 3" mmmI (5) 4" mmmI (3) 3" mmmI (1)6 " +(2)4„ mmmI (4) 3" mmmI (1)6 "+(3)4„ mmmI (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L4.3 IRRIGATION PUMP AND FILTER DETAILS L4.4 IRRIGATION DETAILS L4.5 -4.6 EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • WIRE SLEEVES SHALL BE MINIMUM 21 . • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX • PROVIDE 10 FOOT LONG "CROSSING SLEEVES' AT AT DW / RW INTERSECTIONS i 23 ?3 NO VALVES IN TURF NOTE '— THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN �Q DRIP OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN 22 2 ALVE a -16 TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES 3 21 I INSTALLED IN TURF AREAS AT NO COST TO THE CITY. I� `x� 8-16 8 -17 8 -18 1" 19 1 DWIRw iv° �11r1liYt`, , ° ,. CROSSING SLEEVE T T 1 -1n' 34 DRINKING FOUNTAIN WITH / TEST STATION PER DETAIL ON rr� SHEET L4.2, TYPICAL 1 �xy 0" A 401 - KEYMAP'� a UNVER&ROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"pSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT I AUTHORITY r9`9.' a ,v GALL: c`Y 31591 Camino Capistrano e + San Juan Capstram, CA 92675 vrew.RJMdesi9n9roup.mm GROUP NN � �7 aA a 194910.93 -m99 fax TWO WORKING DAY5 SIGN DATE 9rF pcF 1949149S26D0 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU 0I6 ° N CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAwN ev: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR \�,�5p LOCATION: SEE SHEET C -0.1 ,HORIZONTAL DATE: ^� � 1 ENCINITAS COMMUNITY PARK 10630 =G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL O'A ELEVATION: 215.640 DATUM: NGVD 29 LA WRY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN - BID ALT 5B LBA -3.20 SHEETIOSOF201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA C a 0 0 a 5 Y r m s o a od � a o E_ i r �a s: o �a u, z N z �M o� D DW DW W DW DW DW - -- DW -- _— __-- -F —T -- DW DW DW __— __-- '1[-T_ —__ -4I \J- - - - - DW DW �� - - -_-11 I S P Il' -==-,I---------- `- -_ -- —y 1- -- - - -- T -30 T_25 185.47 185.1 T -31 185.17 Doa 9-15 1 -1/2" 30 9 -1 Q 1 -0R" 35 (�O) Qa I CROSSING b -13 SLEEVE 1 1 DRINKBTGAUNTAIN WITH / TEST STATION PER DETAIL ON o SHEET L4.2, TYPICAL g 8-14 8-15 2" 64 2" BO CONTRACTOR SHALL EXTEND DRIP IRRIGATION FROM BASE BID LAYOUT TO PAVER HEADER. ®' -®-®I SKATE PARK BASE BID AND BID ALT NOTE REFER TO PLANTING PLAN FOR BASE BID AND BID ALT SA, SB AND 5C LIMIT OF WORK. BASE BID (SHEET L4.2 AND L4.5) • INSTALL MAINLINE, BALL VALVES, QUICK COUPLERS AND AIR RELIEF VALVES SERVING SKATE PARK. • INSTALL 9-12,9-13,9-14,9-16,9-17,8-16 AND B-18 AS SHOWN PER PLAN ON SHEETS L -3.2 AND L -3.5. • INSTALL 9-15,8-13, AND 8-17 VALVES, CAP LATERAL AFTER VALVES. DO NOT INSTALL DOWNSTREAM HEADS I DRIP LINE OR LATERALS. BID ALT 5A (SHEET LBA -3.19) • INSTALL IRRIGATION DOWNSTREAM OF VALVE 8 -17 AS SHOWN PER PLAN ON SHEET LBA -3.19. BID ALT 5B (SHEET LBA -3.20) • REPLACE DRIP RCV WITH STANDARD REV FOR 8 -13 REFER TO PLAN FOR SIZE. • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9 -15, 8 -13, 8 -17 AS SHOWN PER PLAN ON SHEET LBA -3.20. BID ALT 5C (SHEET LBA -3.21) • INSTALL DRIP RCV FOR 8-13, REFER TO PLAN FOR SIZE. • INSTALL IRRIGATION DOWNSTREAM OF VALVE 9 -15, 8 -13, 8 -17 AS SHOWN PER PLAN ON SHEETS LBA -3.21. LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 3140 MINIMUM 1 -114" r 1 -112" 2" 2 -112" 3" I SLEEVE SIZING LEGEND I REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT mmmI (2) 2" mmmI (2) 4" mmmI (3) 2" mmmI (3) 4" mmmI (4) 2" mmmI (4) 4" mmmI (2) 3" mmmI (5) 4" mmmI (3) 3" mmmI (1)6 " +(2)4„ mmmI (4) 3" mmmI (1)6 "+(3)4„ mmmI (1)6 "i(4)4n GALVANIZED SLEEVE -TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SHEET NOTES REFER TO THE FOLLOWING SHEETS FOR: RECYCLED WATER USE EXHIBIT A -02 AND A -03 IRRIGATION LEGEND- RECYCLED USE AREAS L4.1 -4.2 IRRIGATION LEGEND- DOMESTIC USE AREAS L4.3 IRRIGATION PUMP AND FILTER DETAILS L4.4 IRRIGATION DETAILS L4.5 -4.6 EXTRA WIRE NOTE THREE (3) CONTINUOUS EXTRA PILOT WIRES (ORANGE WITH RED STRIP) AND ONE (1) COMMON WIRE (WHITE WITH RED STRIP) SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24" COIL. TERMINATE IN LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • WIRE SLEEVES SHALL BE MINIMUM 21 . • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX • PROVIDE 10 FOOT LONG "CROSSING SLEEVES" AT AT DW / RW INTERSECTIONS NO VALVES IN TURF NOTE THE DESIGN INTENT IS TO INSTALL ALL ABOVE GROUND EQUIPMENT, VALVE BOXES IN SHRUB PLANTING AREAS UNLESS SHOWN OTHERWISE. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN TURF AREAS WHEN A SHRUB AREA IS IN CLOSE PROXIMITY. CONTRACTOR WILL BE RESPONSIBLE TO RE- LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE CITY. UNUtKOKOUNU 5tKVice ALtKT SAN ELIJO JOINT POWERS vr��m� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT GAI AUTHORITY a ,v 1�.L: 31591 Camino Capistrano ��'l� + San Juan Capstram CA 92575 i� 8 vrew.RJMdesi9n9ro up.mm BD NN�7 194910.932599 /ax TWO WORKING DAYS SIGN DATE 1949149S25D9 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED APPROVED : LOCATION: SEE SHEET C -01 ,HORIZONTAL DATE: ^� � 1 ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION PLAN -BID ALT SC LBA -3.21 HEET1060F 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA s a off 0 O d i i W 0 d I n6 o � a E i r 0 s; o �a W z W is o is I ¢ n o n RECYCLED WATER IRRIGATION EQUIPMENT LEGEND SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION —ano—vul CONDUIT GRAY 2" SCHEDULE 40 SOLVENT WELD PVC CONDUIT FROM INSIDE COACH Elwalion MMdtt INN CONTROLLER #2 TO INSIDE CONTROLLER #2. INSTALL WITH LONG SWEEPS AT wplM Pramm appow ALL BENDS. CONDUIT TO INCLUDE 114" YELLOW NYLON PULL ROPE. —cc—cc— COMMUNICATION GRAY 1- 114 "SCHEDULE 40 SOLVENT WELD PVC CONDUIT WITH BLACK PULL Paono Number CABLE CONDUIT BOXES LABELED 'CC" AT 200'O.C. INSTALL LONG SWEEPS AT ALL BENDS. pale m mtomal 3201 CONDUIT TO INCLUDE PAIGE 7171D COMMUNICATION CABLE TO HARDWIRE Braiab CJCUlalien L 9quullnaMEk+maNWrMd CONTROLLERS AS SHOWN ON PLAN. NO SPLICES BETWEEN CONTROLLERS MG Winn Main PERMITTED. Fs lis FLOW SENSOR GRAY 1- 114" SCHEDULE 40 SOLVENT WELD PVC CONDUIT. INSTALL LONG Flow Friction Lope CONDUIT SWEEPS AT ALL BENDS. CONDUIT TO INCLUDE #14 AWG RED AND BLACK raw MR PAIGE 7001D DIRECT BURY WIRE. NO SPLICES BETWEEN SENSOR AND 6W 795GPM CONTROLLER PERMITTED. PROVIDE BLACK PULL BOXES LABELED "l AT 1 6W 200' O.C. AS NECESSARY FOR CONTROLLER #2. T T TELEPHONE LINE CONTRACTOR TO RESPONSIBLE TO ORDER AND PAY FOR A WORK ORDER 195 GPM Moulll WITH PHONE COMPANY TO ESTABLISH SERVICE FOR AN ACTIVE PHONE LINE Laa 415GPM TO THE CONTROLLER PRIOR TO FINAL TURNOVER TO CITY. par pa DW LINE DENOTES DOMESTIC WATER LINES PER CIVIL PLANS- FOR REFERENCE ONLY Rw —Ron— RW LINE DENOTES RECYCLED WATER LINES PER CIVIL PLANS- FOR REFERENCE ONLY NOT SHOWN ID TAGS T CHRISTY ID- MAX- P2-RC006 PURPLE RECYCLED WATER WARNING TAG NOT SHOWN IRRIGATION WIRE PAIGE 7001D UL LISTED U.F. 600V DIRECT BURIAL 2W FOR CONTROL PILOTWIRE #14AWGCOLOR 53 VALVES COMMON #14 AWG WHITE WITH STRIPE TO MATCH PILOT WIRE PVC Mninllre am EXTRA WIRE #14 AWG ORANGE NOT SHOWN IRRIGATION WIRE PAIGE 7001D UL LISTED U.F. 600V DIRECT BURIAL IN SEPARATE GRAY 1 -1141, 6ar FOR MASTER SCHEDULE 40 PVC CONDUIT. PROVIDE BLACK VALVE BOXES LABELED W VALVE 12 -11 AT 200'0.C. FOR CONTROLLER #2. CONDUIT TO INCLUDE: Pill al lre SW PILOT WIRE #14 AWG BLUE MGM PVC Muslim COMMON #14 AWG YELLOW NOT SHOWN WIRE SPEARS DS -100 DRI- SPLICE WATERPROOF CONNECTORS win YMHO. 1 BM a0Y encra lic AMnnl 410V i Elwalion MMdtt INN I wplM Pramm appow WWm MMr source of lMomullon San Er 74 GM Paono Number Flops III Fdofion Loss !w e0 pale m mtomal 3201 Pumpmm Rerun Braiab CJCUlalien L 9quullnaMEk+maNWrMd Fkn Iixnda comet Vnaa Fps 81 1.00, VON ElwmmdHlghWN Me Semandary Fbw GPM" MGM Pmmary and Saondary Fl -P00 Fdabon Lase 4Di 1 21&w M Mr i 740M Gmiw Lim I ear 745GIN WWm MMr an B W 74 GM MtiMlre Flops III Fdofion Loss !w e0 Pump informal Pump mm Rerun Pumpmm Rerun Bret MCiculceen Pump Bain Pnnum MG Winn Main Pump (and Pnnum Manuel Pmmary and fiecondary Flow Friction Lope gas. am raw MR 2 6W 795GPM Gee Vaves 1 6W 615GPM Four M' 6W 195 GPM Moulll Pllnnry FlawFdctlon Laa 415GPM M. am beau i I 100F Of Meakr Value I 150' UGPM Flo. smanr 4 2W Sp GPM Ball Valves 53 26P cep GPM PVC Mninllre am ear pool PVG of 6W 6ar MGR! Pill Maimlre W 6ar 415GPM Pill al lre SW 8ar MGM PVC Muslim Y BW BISGPM PVC Wmune 1 tar VON Pub"aOe Wmol Valve NMa6e Cvvi Vdra ® FLUSH VALVE 12ral l;e, g panel Le, lets DRIP TRANSITION NETAFIM TL075MA SUPPLY HEADER TRANSITION FROM PVC TO DRIP LINE N Form lmm 00 %) KBI KSC SERIES LINE SIZE SWING CHECK FOR UPHILL FLOW DIRECTION Naval CHSpn Taal museum Loafer Preawre Repaired bOpwale Hatl IRd>M Reaiduzl Percwn GtWwdl %I Prmumaeguled naeM,w RMdual Manuel Dmn RanP = PMB�n4 c 081 W WC OA w pow TYPE P91DB8 20) SW PY - -cm-BY" GO A 1d6 193 2W 4n 219 146 017 126 010 1ID aW 231 19W 55 1W6 n� CONNECTORS NOT SHOWN FITTINGS PRESSURE MAINLINE FITTINGS TO BE SCH 80 PVC SOLVENT WELD NON - PRESSURE LATERAL LINE FITTINGS TO BE SCH 40 PVC SOLVENT WELD. NOT SHOWN VALVE BOX RECTANGULAR CARSON 1419 -14" X 19" PURPLE BOLT DOWN T -COVER CIRCULAR CARSON 910 -10" ROUND PURPLE BOLT DOWN T -COVER JUMBO CARSON 1220 -12" X 20" PURPLE BOLT DOWN T -COVER nMnYMHO. 1 & aw Hpraullc Osam 410V BOJ' EIwMIOn MMMm INN 1 wplM mamas appow WWm MMr souna of lnamWbn San Er 195GFM Pnnn Nuntx Flops III Fdofion Loss !w e0 Madi so won a//B'MII1 Pumpmm Rerun Bret MCiculceen WpygwuHnl,rslEk+abNWMAFkn Pump BaMRenum F ammcts Camd Vain M 81 1.00, mfYM EWMw&HlghWH MGM Secondary IF omam WGPM Nam and SaondalV Iii P00 Fddon Lass Tm syMn LS.aa Preewre RryuirMbCbenle Hatl gWaIM Ilenitlual Percwn GeWeed l %I Prmuma uir WHI iduai Rxlduai Pmaun M1an PUmp beep: PMBi?a4 Copper 061 8W PVC a IaM TPE P91DB8 100 SW PVG 0W 117" M ON 2.W z 20) 1m 146 017 126 aio 20) eon 330 113 win 10% w Ip weber Mainno. I file 4.N' Hyrovi Gael "bet 410V fill ammo+ now static Prnvre NW source onmormnion San Elio Prone Ni Mk dlnlwmm" 32 11 Baia M, Gall LorIie9 RYrM1ldleal EkrtlKMY Rom Pdarf Ross R UWW VN" 54 19+01 M Mr BOJ' m5GFM Gmiw Lim 1 ear 7450PM WWm MMr 60' BW 195GFM vowlre Flops III Fdofion Loss !w e0 2LFd PNmn Ldamalbn Pumpmm Rerun MGM 9erviwline Pump BaMRenum MG Winn Main W 6W 850 Pump (and Manuel 112GPM Fdmary and Secondary Plans. Indian Lope gas am raw beau 2 600n _600' 795GPM Gee VYves 1 13zcPM SISGFM Four Tr ear 195 GPM pop lm Paimary Fbw- FddonLas 415GPM PVC Mainline SW 6@ FLAY IIEY 1 1 1001 WCFM Mm I 150' WGPM Sism, Flo. eenaw 4 3W 61GPM Ball Valves W 3ar Of GPM —IOGNI P Ma ear REFER TO CONTROLLER NOTE. PW Mai CONTROL VALVE ar Me G G Mai Go bar 415GPM NC Mainline on 8ar M PG n Y 8W N 6SI PVC union I Far WGFM NMa6e Cvvi Vdra ® FLUSH VALVE 112" PVC BALL VALVE FOR END FLUSH, REFER TO FLUSH VALVE DETAIL panel Le, lets DRIP TRANSITION NETAFIM TL075MA SUPPLY HEADER TRANSITION FROM PVC TO DRIP LINE N Form lmm 00 %) KBI KSC SERIES LINE SIZE SWING CHECK FOR UPHILL FLOW DIRECTION VALVE Ebv9[n CHSgn Tm syMn LS.aa Preewre RryuirMbCbenle Hatl gWaIM Ilenitlual Percwn GeWeed l %I Prmuma uir WHI iduai Rxlduai Pmaun M1an PUmp beep: PMBi?a4 Copper 061 8W PVC a IaM TPE P91DB8 100 SW PVG 0W 117" M ON 2.W z 20) 1m 146 017 126 aio 20) eon 330 113 win 10% w Ip weber Mainno. I file 4.N' Hyrovi Gael "bet 410V fill ammo+ now static Prnvre NW source onmormnion San Elio Prone Ni Mk dlnlwmm" 32 11 Baia M, Gall LorIie9 RYrM1ldleal EkrtlKMY Rom Pdarf Ross R UWW VN" 54 RON noun 11pG M 60)' EWOon dH4hMH IMP 1 Secondary Flow waiii FINr omrr.m MGM ]ISGPM Norary and Secadary Flops III Fdofion Loss !w e0 2LFd ISM Mr SW' MGM 9erviwline 1 MG Winn Main W 6W 850 ]ASGPM Menoine 112GPM PMMD Inf011f Pump mm Pas um 4 Pump BcM Pmum Ball Vai Pump Owd Prmum WGINA man I.ar Ii Mw SIZE RON noun 2 60)' MGM fee Valun 1 6W' waiii FINr M 6W' ]ISGPM Mainline Pomary Fbw -Faidbn Las BOOSTER PUMP ow.. so MAN ITEM 1 1[P 1126PM Misty Valve 1 IW 112GPM flw9ensw 4 3R 112GPM Ball Vai W 3W WGINA PVC Mainline MAINLINE aW 13zcPM PVC Mainline LEEMCO RESTRAINT- ALL PIPE SECTIONS BETWEEN JOINT RESTRAINTS MUST 0W A9GPM WC Mainline as 6W 415GPM PVC Mainline SW BW MGM PVC Mainline Y BW BISGPM PVC Mainline 1 FW 112GPM Augmanu(anni Val MASTER VALVE RAINBIRD GB -R SERIES NORMALLY CLOSED, BRASS MASTER VALVE 1 JLle, lets REFER TO PLAN FOR SIZE. 0 FLOW SENSOR FlMga Lass lob) REFER TO CONTROLLER NOTE. EkvaMn Cause Tonal Pal Was Preaure Required pOpc# Head annual Holdall Paween namond e6I Pm um RpuIM MM RMduai Rxldud Prmum name Pump DPE YM Copper 051 BW of 6m Bpi an pow TYPE PaI 100 SW WC OW MB Pas N 5W W 2W W 017 196 00 5.0) eon 30 Ion win man I^ wpw aspow RECYCLED WATER IRRIGATION EQUIPMENT LEGEND SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X DIAMETER RM OF PIPE WITH A MINIMUM OF 2" DIAMETER. RECYCLED SAN DIEGUITO WATER DISTRICT TO FURNISH AND INSTALL RECYCLED WATER SLEEVE WATER METER SERVICE AND METER. SDWD TO PROVIDE METER AT CONTRACTOR EXPENSE. OF PIPE WITH A MINIMUM OF 2" DIAMETER. REFER TO CIVIL PLAN FOR SIZE. VERIFY STATIC WATER PRESSURE AND REPORT TO IRRIGATION CONSULTANT PRIOR TO START OF WORK. aP BOOSTER PUMP BARRETT ENGINEERED PUMP WITH A 6" YARDNEY BASKET STRAINER AND NORMALLY OPEN HYDROMETER I MASTER VALVE AS PART OF PUMP ASSEMBLY - REFER TO BOOSTER PUMP DETAIL AND SPECIFICATIONS TS RW TEST TEST STATION PER SAN DIEGUITO WATER DISTRICT PER DETAIL If SHEET STATION L-45 ►N GATE VALVE NIBCO F -619 RW -SON CAST IRON LINE SIZE PUSH ON GATE VALVE WITH DISTRIBUTION RESILIENT WEDGE, NON- RISING STEM AND SQUARE OPERATING NUT MAINLINE FOR PIPE SIZES 3" AND LARGER. INSTALL WITH LEEMCO JOINT RESTRAINT O JOINT RESTRAINT LEEMCO RESTRAINT- ALL PIPE SECTIONS BETWEEN JOINT RESTRAINTS MUST BE FULL 20' LENGTHS OF PIPE. ® TRANSITION TRANSITION FROM DISTRIBUTION MAIN TO SUB -MAIN LEEMCO LV SERIES ANGLE VALVE -VALVE SIZE TO MATCH SUB -MAIN N BALL VALVE WATTS FBV -3C- FULL PORT THREADED BRONZE BALL VALVE - LINE SIZE PRESSURE WILKINS 500 HLR BRONZE PRESSURE REDUCING VALVE WITH FILTER SCREEN REGULATOR REFER TO PLAN FOR SIZE AND PRESSURE SETTING ® MASTER VALVE RAINBIRD GB -R SERIES NORMALLY CLOSED, BRASS MASTER VALVE REFER TO PLAN FOR SIZE. 0 FLOW SENSOR CALSENSE- SENSOR INCLUDED WITH CONTROLLER ASSEMBLY REFER TO CONTROLLER NOTE. 0 CONTROL VALVE RAINBIRD GB -R -PRS -D CONTROL VALVE - REFER TO PLAN FOR SIZES 0 CONTROL VALVE RAINBIRD PESB -R1 "CONTROL VALVE DRIP INCLUDE A RAINBIRD PRB -QKCHK -10040 PSI PRESSURE REGULATING 200 MESH QUICK CHECK BASKET FILTER O QUICK COUPLER NELSON 76451 "ACME QUICK COUPLER WITH PURPLE VINYL LOCKING COVER. INCLUDE ONE (1) NELSON 7641 KEY WITH SWIVEL PER CONTROLLER ® AIR RELIEF API /JAIN ARV -2 COMBINATION AIR (VACUUM RELIEF VALVE ® FLUSH VALVE 112" PVC BALL VALVE FOR END FLUSH, REFER TO FLUSH VALVE DETAIL DRIP TRANSITION NETAFIM TL075MA SUPPLY HEADER TRANSITION FROM PVC TO DRIP LINE N IN -LINE CHECK KBI KSC SERIES LINE SIZE SWING CHECK FOR UPHILL FLOW DIRECTION VALVE KBI KC SERIES LINE SIZE SPRING CHECK FOR DOWNHILL FLOW DIRECTION 8 CONTROLLER CALSENSE ET2000e CENTRAL CAPABLE SYSTEM IN A STAINLESS STEEL TOP MOUNT ENCLOSURE REFER TO CONTROLLER NOTE ON THIS SHEET. O RW SIG14AGE SAN DIEGUITO WATER DISTRICT SIGN - WITH 1- 112" SQ. ALUMINUM POST. REFER TO PLAN FOR LOCATIONS O TREE IRRIGATION THREE (3) RAINBIRD 1806 SAM PRS - POP UP SPRAY HEADS WITH 5H -B NOZZLES AND PCS 020 BROWN SCREENS ----- - - - - -- DISTRIBUTION PURPLE CLASS 2001PS PRESSURE MAINLINE FOR PIPE 4" THROUGH 8" MAINLINE PURPLE CLASS 315 IRS PRESSURE MAINLINE FOR PIPE 3" AND SMALLER ALL PIPE TO USE JOINT RESTRAINTS AS SHOWN ON PLAN TRENCHING DEPTH 30" - - - -- SUB PURPLE CLASS 315 PRESSURE MAINLINE FOR PIPE 2" THROUGH 3" MAINLINE PURPLE SCH 40 PRESSURE MAINLINE FOR PIPE 1 -112" AND SMALLER ALL PIPE TO BE SOLVENT WELD REFER TO TRENCHING DETAIL FOR DEPTHS BELOW GRADE PURPLE SCH 40 SOLVENT WELD PVC -314" MINIMUM. REFER TO PLAN FOR LATERAL LINE SIZES AND TRENCHING DETAIL FOR BURIAL DEPTHS. — — — — — — — ABOVE GRADE SCH 40 UVR SOLVENT WELD PVC - 314 "MINIMUM WITH UVR SCHEDULE 40 PVC LATERAL LINE FITTINGS. PROVIDE REBAR SUPPORT STAKES AT 10' O.C. PURPLE RECYCLED WARNING STICKERS 5' O.C. DRIP LATERAL PURPLE NETAFIM TURIN 6 -12 SERIES TECHUNE- 0.6 GPH AT I2" O.C. - PROVIDE vanni (SHOWN WITH NETAFIM TLS-6 TUBING STAPLES AT 4'O.C. INCLUDE NETAFIM TLAVRV AT HIGH TLAVRV SYMBOL) POINT OF EACH LANDSCAPE PLANTER. ALL CHANGES IN DIRECTION SHALL BE MADE WITH NETAFIM BARBED TL FITTINGS. BENDS IN PIPE WILL NOT BE PERMITTED. BURY 4" BELOW FINISHED GRADE. SLEEVE PURPLE SCH 40 PVC- REFER TO SLEEVING LEGEND FOR QUANTITY AND SIZE. ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X DIAMETER OF PIPE WITH A MINIMUM OF 2" DIAMETER. VEHICULAR PURPLE SCH 40 PVC- REFER TO SLEEVING LEGEND FOR QUANTITY AND TYPE. SLEEVE ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X DIAMETER OF PIPE WITH A MINIMUM OF 2" DIAMETER. CONTROLLER NOTES CALSENSE ET2000e SATELLITE ASSEMBLIES IN CALSENSE STAINLESS STEEL ENCLOSURES WITH BRASS FLOW SENSORS. CONTROLLER 1 (SHEET L -3.14) ET 2000E 48- M- RRESSE -R I FM1513 CONTROLLER2 (SHEETL-3.13) ET 2000E 48 -M -F -RRE -SSE -R I FM2B / FM 1.58 CALSENSE FM 2 AND THE NORMALLY CLOSED MASTER VALVE ARE WIRED TO CONTROLLER MV TERMINAL # 2. TERMINAL #2 MAINLINE HIGH FLOW LIMIT WILL BE APPROXIMATELY 120 GPM. CONTROLLER3 (SHEETL -3.11) ET 2000E40 -M- RRESSE -D -R I FM1.5B CONTROLLER4 (SHEETL -3.11) ET 2000E40 -M -RRE I FM2B CONTROLLERS "3" AND "4" ARE SHARING A DOUBLE ENCLOSURE AND ARE PRE- HARDWIRED TOGETHER IN ENCLOSURE. CONTROLLERS (SHEETL -3.09) ET 2000E48 -M- RRESSE -D -R I FMI CONTROLLERS (SHEETL -3.09) ET 2000E48 -M -RRE if FM1.5B CONTROLLERS "5" AND "6" ARE SHARING A DOUBLE ENCLOSURE, SR RADIO, AND ARE PRE - HARDWIRED TOGETHER IN ENCLOSURE. CONTROLLER7 (SHEETL -3.08) ET 2000E -32 -M- RRESSE -R / FM2B CONTRACTOR TO HARDWIRE CONTROLLER 7 TO CONTROLLER 6 CONTROLLER8 (SHEETL -3.03) ET 2000E- 24- R- M-RRE- SSE -R / FM2B CONTRACTOR TO HARDWIRE CONTROLLER 8 TO OTHER CONTROLLERS WITHIN FOUR SEPARATE COMMUNICATION CABLE ROUTES PER PLAN. SPLICE ALL FOUR CABLES INSIDE CONTROLLER 8 ENCLOSURE WITH ASSISTANCE OF CALSENSE TECHNICIAN PRIOR TO CONNECTION TO HARDWIRE TERMINAL. CONTROLLER9 (SHEETL -3.03) ET 2000E40 -M- RRESSE -R / FM2B CONTROLLER10 (SHEETL -3.04) ET 2000E40 -M- RRESSE -R / FM1.5B CONTROLLER11 (SHEETL -3.07) ET 2000E40 -M- RRESSE -R / FM1.5B COACH CONTROLLER 1 (SHEET L -3.09) AND 2 (SHEET L -3.13) UNITED GREENTECH CA6-RB (ESP -4) SPECIAL PART NUMBER CONTACT RYAN GRIFFIN (949) 83&7940 FLOW SENSOR CABLE NOTE: CONTRACTOR TO INSTALL 1.25" SCH. 40 PVC CONDUIT WITH #14 AWG BLACK AND RED WIRE FROM THE CONTROLLER TO EACH FLOW SENSOR. MASTER VALVE WIRE NOTE: ALL MASTER VALVE WIRES TO BE #14AWG BLUE AND YELLOW IN 1.25" SCH. 40 PVC CONDUIT SEPARATE FROM FLOW SENSOR RECYCLED SIGN DECAL NOTE: SDWD RECYCLED WATER SIGN DECAL SHALL BE INSTALLED ON OUTSIDE OF CONTROLLER ENCLOSURE (4" X 6 1") CONTACT CALSENSE PRIOR TO ORDER TO CONFIRM RESULTS OF RADIO TEST. 1- 800 - 572.8608 INFORMATION CALL -OUTS A� DENOTES STATION NUMBER 2' 60 _ -% DENOTES VALVE FLOW (GPM) DENOTES VALVE SIZE ��/ DENOTES: PART SIZE, VALVE STATION NUMBER, OR CONTROLLER NUMBER ulv�er�ROUIV� seRVice ALERT SAN ELIJO JOINT POWERS V�*cog� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C(/�/��II AUTHORITY , ✓ / \ L L : y 31591 Car lw Capislano III, Qir San Juan Capislano, CA 92675 MIEN u D WWW.RJMdesiglgraup.Wm gIUIIR [949]493 - 2690 /ax TWO WORKING DAYS SIGN DATE [949]493.2600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: Oc 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED APP§D: LocnnoN: SEE SHEET c -0.1 HORIZONTAL DATE: '- i�15.r�k _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LAWNY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE RW IRRIGATION LEGENDS L -4.1 HEET7070F 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA m At a a 0 0 a Y r m 0 a I n6 o � a E i r G s; o �a zN I ¢ n o n GENERAL IRRIGATION NOTES 1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 3. INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BASKET STRAINER OR THE R.P. BACKFLOW PREVENTOR AS PER LOCAL CODES. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND BASKET STRAINER OR THE R.P. BACKFLOW SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT PRIOR TO INSTALLATION. 5. 110 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED PER ELECTRICAL DRAWINGS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER PER LOCAL ELECTRICAL CODES. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. 8. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND PAVING, ETC. 10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE PLANS. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO START OF WORK. 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA EXIST THAT ARE NOT SHOWN ON THE PLANS. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 12. ALL SPRINKLER EQUIPMENT NOT DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 13. THE IRRIGATION CONTRACTOR SHALL INSTALL KBI SERIES ANTI DRAIN VALVES ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT -OFF DRAINING OF THE IRRIGATION SYSTEM OCCURS OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 14. THE CONTRACTOR SHALL PROVIDE PRESSURE COMPENSATION SCREENS (PCS) AS NECESSARY TO ELIMINATE OVERSPRAY ONTO STREETS, WALKS OR OTHER AREAS AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 0114' PLASTIC DRINKING FOUNTAIN PIPE o o 6 0114•BRAESTESTCOCKMIPTXFIPT O 314' SLIP PVC BALL VALVE 0114' BRASS TEST COCK ADAPTER MIPT X FLARE 8 0114' BRASS NIPPLE - V IN LENGTH 11 DRINKING FOUNTAIN 7 PRECIP 16 TURFROTOR RAINBIRD 8005 -SS -NP 16 FULL 15.9 65' 60 16 TURFROTOR RAINBIRD 8005 -SS -NP 16 HALF 15.9 65 60 16 TURFROTOR RAINBIRD 8005 -SS -NP 16 QRTR 15.9 65 60 2.60 1T 30 2.01 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 12H HALF 1.30 1T 30 2.01 40 SHRUB POP UP RAINBIRD 1806 SAM PRS NP PLAN 2 THIRD 0.93 12' 120° 1 2.01 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 1 QRTR 0.65 12' 4• 7 O SHRUB POP UP RAINBIRD 1806 SAM PRS NP 2 6 1.60 10' 30 1.75 o= RAINBIRD 1806 SAM PRS NP 10H HALF ova 10' 30 1.75 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 10T THIRD 0.50 10' 3 1.75 b SHRUB POP UP RAINBIRD 1806 SAM PRS NP 10Q QRTR 0.40 10' 4 1.75 5 SECTION 8F FULL 1.00 TREE LOCATION- REFER TO PLANTING PI-AN FOR NON PRESSURE LATERAL LINE REFER TO PLAN 1 LOCATION 5 FOR SIZE HALF Q 2 SPRAY OR BUBBLER HEAD - REFER TO LEGEND 6 SUSGRPDE 1.83 4 SHRUB POP UP FOR TYPE AND QUPNTITY 8T THIRD 3 SWING JOINT ASSEMBLY- REFER TO SPRAY HEAD 7 ROOTBALL 1.83 ® SHRUB POP UP POP UP DETAIL 8Q QRTR 0 SCHEDULE 40 PVC SxSxT TEE OR SxT ELBOW 0 SPRAY PATTERN MAMMA 1.83 0114' PLASTIC DRINKING FOUNTAIN PIPE 0114'RIFT X 10 MIPT BRASS BUSHING 01N' BRASS COMPRESSION FITTING X MIPT 01IY FIPT X 3/4' SLIP PVC BUSHING 0114•BRAESTESTCOCKMIPTXFIPT O 314' SLIP PVC BALL VALVE 0114' BRASS TEST COCK ADAPTER MIPT X FLARE 10 DRINKING FOUNTAIN BURRY LINE. 0114' BRASS NIPPLE - V IN LENGTH 11 DRINKING FOUNTAIN (D 1l4' BRASS TEE PRECIP TREE IRRIGATION NO SCALE DRINKING FOUNTAIN TEST STATION NO SCALE RAINBIRD 8005 SERIES ROTOR LEGEND RECYCLED WATER SYMBOL DESCRIPTION MANUFACTURER PART NO. NOZZLE PATTERN FLOW RADIUS PRES TURF POP UP HEADS RADIUS PRE$ PRECIP 16 TURFROTOR RAINBIRD 8005 -SS -NP 16 FULL 15.9 65' 60 16 TURFROTOR RAINBIRD 8005 -SS -NP 16 HALF 15.9 65 60 16 TURFROTOR RAINBIRD 8005 -SS -NP 16 QRTR 15.9 65 60 NOTE: ALL IRRIGATION HEADS ARE SPECIFIED WITH PURPLE NON - POTABLE IDENTIFICATION CAPS AND STAINLESS STEEL RISERS. SPRAY HEAD IRRIGATION LEGEND - RECYCLED WATER SYMBOL DESCRIPTION MANUFACTURER PART NO. NOZZLE PATTERN FLOW RADIUS PRE$ PRECIP SHRUB POP UP HEADS PRECIP SHRUB ROTOR POP UPS 0 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 12F FULL 2.60 1T 30 2.01 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 12H HALF 1.30 1T 30 2.01 40 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 12T THIRD 0.93 12' 30 2.01 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 12Q QRTR 0.65 12' 30 2.01 O SHRUB POP UP RAINBIRD 1806 SAM PRS NP 1OF FULL 1.60 10' 30 1.75 'v SHRUB POP UP RAINBIRD 1806 SAM PRS NP 10H HALF 0.80 10' 30 1.75 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 10T THIRD 0.50 10' 30 1.75 b SHRUB POP UP RAINBIRD 1806 SAM PRS NP 10Q QRTR 0.40 10' 30 1.75 O SHRUB POP UP RAINBIRD 1806 SAM PRS NP 8F FULL 1.00 8' 30 1.83 V SHRUB POP UP RAINBIRD 1806 SAM PRS NP 8H HALF 0.50 8' 30 1.83 4 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 8T THIRD 0.35 8' 30 1.83 ® SHRUB POP UP RAINBIRD 1806 SAM PRS NP 8Q QRTR 0.25 8' 30 1.83 v SHRUB POP UP RAINBIRD 1806 SAM PRS NP 5H HALF 0.20 5' 30 1.83 SHRUB POP UP RAINBIRD 1806 SAM PRS NP 5T THIRD 0.15 5' 30 1.83 v SHRUB POP UP RAINBIRD 1806 SAM PRS NP 5Q QRTR 0.10 5' 30 1.83 Q BUBBLER POP UP RAINBIRD 1804 SAM PRS NP 15 CST PCS 020 - 0.20 -- 30 -- • BUBBLER POP UP RAINBIRD 1804 SAM PRS NP 15 CST PCS 030 - 0.30 -- 30 -- E VINE BUBBLER RAINBIRD 1401 z4 - 0.25 -- 30 -- SHRUB HEADS ON RISER 45 0.59 25 SHRUB ROTOR POP RAINBIRD 5012 PL- FC- SAM -R -NP MPR 35 FULL FULL ® HEAD ON RISER RAINBIRD PASS PRS 12F FULL 2.60 1T 30 2.01 v HEAD ON RISER RAINBIRD PASS PRS 12H HALF 1.30 1T 30 2.01 V HEAD ON RISER RAINBIRD PASS PRS 12T THIRD 0.93 12' 30 2.01 HEAD ON RISER RAINBIRD PASS PRS 12Q QRTR 0.65 12' 30 2.01 0 HEAD ON RISER RAINBIRD PASS PRS 1OF FULL 1.60 10' 30 1.75 v HEAD ON RISER RAINBIRD PASS PRS 10H HALF 0.80 10' 30 1.75 V HEAD ON RISER RAINBIRD PASS PRS 10T THIRD 0.50 10' 30 1.75 b HEAD ON RISER RAINBIRD PASS PRS 10Q QRTR 0.40 10' 30 1.75 ® HEAD ON RISER RAINBIRD PASS PRS 8F FULL 1.00 8' 30 1.83 0 HEAD ON RISER RAINBIRD PASS PRS 8H HALF 0.50 8' 30 1.83 0 HEAD ON RISER RAINBIRD PASS PRS 8T THIRD 0.35 8' 30 1.83 IS HEAD ON RISER RAINBIRD PASS PRS 8Q QRTR 0.25 8' 30 1.83 v HEAD ON RISER RAINBIRD PASS PRS 5H HALF 0.20 5' 30 1.83 v HEAD ON RISER RAINBIRD PASS PRS 5T THIRD 0.15 5' 30 1.83 0 HEAD ON RISER RAINBIRD PASS PRS 5Q QRTR 0.10 5' 30 1.83 TURF POP UP HEADS ROTOR ON RISER RAINBIRD 5000S- PL- PC -R -NP MPR 25 HALF HALF 1.98 25' 45 • TURF POP UP RAINBIRD 1806 SAM PRS NP 15F FULL 3.70 15' 30 1.83 !f TURF POP UP RAINBIRD 1806 SAM PRS NP 15H HALF 1.85 15' 30 1.83 TURF POP UP RAINBIRD 1806 SAM PRS NP 15T THIRD 1.23 15' 30 1.83 TURF POP UP RAINBIRD 1806 SAM PRS NP 15Q QRTR 0.93 15' 30 1.83 ® TURF POP UP RAINBIRD 1806 SAM PRS NP 12F FULL 2.60 iT 30 2.01 A TURF POP UP RAINBIRD 1806 SAM PRS NP 12H HALF 1.30 iT 30 2.01 �4 TURF POP UP RAINBIRD 1806 SAM PRS NP 12T THIRD 0.93 iT 30 2.01 E) TURF POP UP RAINBIRD 1806 SAM PRS NP 12Q QRTR 0.65 iT 30 2.01 O• TURF POP UP RAINBIRD 1806 SAM PRS NP 1OF FULL 1.60 10' 30 1.75 m TURF POP UP RAINBIRD 1806 SAM PRS NP 10H HALF 0.80 10' 30 1.75 t� TURF POP UP RAINBIRD 1806 SAM PRS NP 10T THIRD 0.50 10' 30 1.75 (h TURF POP UP RAINBIRD 1806 SAM PRS NP 10Q QRTR 0.40 10' 30 1.75 p TURF POP UP RAINBIRD 1806 SAM PRS NP 8F FULL 1.00 8' 30 1.83 n TURF POP UP RAINBIRD 1806 SAM PRS NP 8H HALF 0.50 8' 30 1.83 e) TURF POP UP RAINBIRD 1806 SAM PRS NP 8T THIRD 0.35 8' 30 1.83 4 TURF POP UP RAINBIRD 1806 SAM PRS NP 8Q QRTR 0.25 8' 30 1.83 0 TURF POP UP RAINBIRD 1806 SAM PRS NP 5H HALF 0.20 5' 30 1.83 NJ TURF POP UP RAINBIRD 1806 SAM PRS NP 5T THIRD 0.15 5' 30 1.83 6 TURF POP UP RAINBIRD 1806 SAM PRS NP 5Q QRTR 0.10 5' 30 1.83 UNVErzrOF:OUNV 5rPV cE ALERT SAN ELIJO JOINT POWERS r LPCZ PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT (/,/��� AUTHORITY9 ,. , C✓ / \ L L : a y 31591 Camiiw Capisimno VIII Qir S San Juan CapisimnoCA92675 IF u 8 k u w .RJMEesigigQP.mm BROUR J� � mA e 1949]493 - 2690 /ax 1Z>veJ TWO WORKING DAYS SIGN DATE 9AF Fd1`' [949] 493.2600 ph Rj M BEFORE ne SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE RE YOU DIG r •�x CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: Oc 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED AP_ D: LocnnoN: SEE SHEET c -o.1 HORIZONTAL DATE: '- i�lcr�k _ ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA WY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE RW IRRIGATION LEGENDS L-4.2 SHEET108OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA RAINBIRD ROTOR LEGEND - RECYCLED WATER SYMBOL DESCRIPTION MANUFACTURER PART NO. NOZZLE PATTERN FLOW RADIUS PRES PRECIP SHRUB ROTOR POP UPS z1 SHRUB ROTOR POP RAINBIRD 1812 SAM P45 NP R13 -18 F FULL 1.60 16' 30 0.61 21 SHRUB ROTOR POP RAINBIRD 1812 SAM P45 NP R13 -18 H HALF 0.80 16' 30 0.61 21 SHRUB ROTOR POP RAINBIRD 1812 SAM P45 NP R13-18Q QRTR 0.40 16' 30 0.61 21 SHRUB ROTOR POP RAINBIRD 1812 SAM P45 NP R13 -18 T THIRD 0.65 16' 30 0.61 22 SHRUB ROTOR POP RAINBIRD 1812 SAM P45 NP R17 -24 F FULL 3.00 21' 30 0.65 22 SHRUB ROTOR POP RAINBIRD 1812 SAM P45 NP R17 -24 H HALF 1.50 21' 30 0.65 22 SHRUB ROTOR POP RAINBIRD 1812 SAM P45 NP R17 -24 Q QRTR 0.75 21' 30 0.65 2z SHRUB ROTOR POP RAINBIRD 1812 SAM P45 NP R17 -24 T THIRD 1.22 21' 30 0.65 23 SHRUB ROTOR POP RAINBIRD 5012 PL- FC- SAM -R -NP MPR 25 FULL FULL 3.82 25' 45 0.59 23 SHRUB ROTOR POP RAINBIRD 5012 PL- PC- SAM-R-NP MPR 25 HALF HALF 1.98 25' 45 0.61 23 SHRUB ROTOR POP RAINBIRD 5012 PL- PC- SAM-R-NP MPR 25 QRTR QRTR 1.00 25' 45 0.62 23 SHRUB ROTOR POP RAINBIRD 5012 PL- PC- SAM -R -NP MPR25THRD THIRD 1.38 25' 45 0.64 24 SHRUB ROTOR POP RAINBIRD 5012 PL- FC- SAM-R-NP MPR 30 FULL FULL 5.78 30' 45 0.62 24 SHRUB ROTOR POP RAINBIRD 5012 PL- PC- SAM -R -NP MPR 30 HALF HALF 2.96 30' 45 0.63 24 SHRUB ROTOR POP RAINBIRD 5012 PL- PC- SAM -R -NP MPR 30 QRTR QRTR 1.40 30' 45 0.60 z4 SHRUB ROTOR POP RAINBIRD 5012 PL- PC- SAM -R -NP MPR30THRD THIRD 1.85 30' 45 0.59 25 SHRUB ROTOR POP RAINBIRD 5012 PL- FC- SAM -R -NP MPR 35 FULL FULL 7.58 35' 45 0.60 25 SHRUB ROTOR POP RAINBIRD 5012 PL- PC- SAM-R-NP MPR 35 HALF HALF 3.81 35' 45 0.60 25 SHRUB ROTOR POP RAINBIRD 5012 PL- PC- SAM-R-NP MPR 35 QRTR QRTR 1.92 35' 45 0.60 25 SHRUB ROTOR POP RAINBIRD 5012 PL- PC- SAM-R-NP MPR35THRD THIRD 2.46 35' 45 0.58 ROTORS ON RISER it ROTOR ON RISER RAINBIRD PA -8S PRS R13 -18 F FULL 1.60 16' 30 0.61 17 ROTOR ON RISER RAINBIRD PA -8S PRS R13 -18 H HALF 0.80 16' 30 0.61 11 ROTOR ON RISER RAINBIRD PA -8S PRS R13-180 QRTR 0.40 16' 30 0.61 >: �D ROTOR ON RISER RAINBIRD PA -8S PRS R13-18T THIRD 0.65 16' 30 0.61 12 ROTOR ON RISER RAINBIRD PA -8S PRS R17 -24 F FULL 3.00 21' 30 0.65 12 ROTOR ON RISER RAINBIRD PA -8S PRS R17 -24 H HALF 1.50 21' 30 0.65 12 ROTOR ON RISER RAINBIRD PA -8S PRS R17 -240 QRTR 0.75 21' 30 0.65 12 ROTOR ON RISER RAINBIRD PA -8S PRS R17 -24 T THIRD 1.22 21' 30 0.65 13 ROTOR ON RISER RAINBIRD 5000S- PL- FC -R -NP MPR 25 FULL FULL 3.82 25' 45 0.59 13 ROTOR ON RISER RAINBIRD 5000S- PL- PC -R -NP MPR 25 HALF HALF 1.98 25' 45 0.61 13 ROTOR ON RISER RAINBIRD 50005- PL- PC -R -NP MPR 25 QRTR QRTR 1.00 25' 45 0.62 13 ROTOR ON RISER RAINBIRD 5000S- PL- PC -R -NP MPR25THRD THIRD 1.38 25' 45 0.64 14 ROTOR ON RISER RAINBIRD 5000S- PL- FC -R -NP MPR 30 FULL FULL 5.78 30' 45 0.62 14 ROTOR ON RISER RAINBIRD 5000S- PL- PC -R -NP MPR 30 HALF HALF 2.96 30' 45 0.63 14 ROTOR ON RISER RAINBIRD 5000S- PL- PC -R -NP MPR 30 QRTR QRTR 1.40 30' 45 0.60 14 ROTOR ON RISER RAINBIRD 5000S- PL- PC -R -NP MPR30THRD THIRD 1.85 30' 45 0.59 is ROTOR ON RISER RAINBIRD 5000S- PL- FC -R -NP MPR 35 FULL FULL 7.58 35' 45 0.60 15 ROTOR ON RISER RAINBIRD 5000S- PL- PC -R -NP MPR 35 HALF HALF 3.81 35' 45 0.60 15 ROTOR ON RISER RAINBIRD 50005- PL- PC -R -NP MPR35QRTR QRTR 1.92 35' 45 0.60 is ROTOR ON RISER RAINBIRD 50005- PL- PC -R -NP MPR35THRD THIRD 2.46 35' 45 0.58 TURF POP UP HEADS 31 TURFROTOR RAINBIRD 1806 SAM P45 NP R13 -18 F FULL 1.60 16' 30 0.61 31 TURFROTOR RAINBIRD 1806 SAM P45 NP R13 -18 H HALF 0.80 16' 30 0.61 31 TURFROTOR RAINBIRD 1806 SAM P45 NP R13 -18Q QRTR 0.40 16' 30 0.61 31 TURFROTOR RAINBIRD 1806 SAM P45 NP R13 -18T THIRD 0.65 16' 30 0.61 3z TURFROTOR RAINBIRD 1806 SAM P45 NP R17 -24 F FULL 3.00 21' 30 0.65 32 TURFROTOR RAINBIRD 1806 SAM P45 NP R17 -24 H HALF 1.50 21' 30 0.65 32 TURFROTOR RAINBIRD 1806 SAM P45 NP R17 -24Q QRTR 0.75 21' 30 0.65 32 TURFROTOR RAINBIRD 1806 SAM P45 NP R17 -24T THIRD 1.22 21' 30 0.65 a3 TURFROTOR RAINBIRD 5006 PL- FGSAM-R-NP-SS MPR 25 FULL FULL 3.82 25' 45 0.59 a3 TURFROTOR RAINBIRD 5006 PL- PGSAM-R-NP-SS MPR 25 HALF HALF 1.98 25' 45 0.61 33 TURFROTOR RAINBIRD 5006 PL- PGSAM-R-NP-SS MPR 25 QRTR QRTR 1.00 25' 45 0.62 33 TURFROTOR RAINBIRD 5006 PL- PGSAM-R-NP-SS MPR25THRD THIRD 1.38 25' 45 0.64 ® TURFROTOR RAINBIRD 5006 PL- FGSAM-R-NP-SS MPR 30 FULL FULL 5.78 30' 45 0.62 ® TURFROTOR RAINBIRD 5006 PL- PGSAM-R-NP-SS MPR 30 HALF HALF 2.96 30' 45 0.63 ® TURFROTOR RAINBIRD 5006 PL- PGSAM-R-NP-SS MPR 30 QRTR QRTR 1.40 30' 45 0.60 QTURFROTOR RAINBIRD 5006 PL- PGSAM-R-NP-SS MPR30THRD THIRD 1.85 30' 45 0.59 35 TURFROTOR RAINBIRD 5006 PL- FGSAM-R-NP-SS MPR 35 FULL FULL 7.58 35' 45 0.60 35 TURFROTOR RAINBIRD 5006 PL- PGSAM-R-NP-SS MPR 35 HALF HALF 3.81 35' 45 0.60 35 TURFROTOR RAINBIRD 5006 PL- PGSAM-R-NP-SS MPR 35QRTR QRTR 1.92 35' 45 0.60 35 TURFROTOR RAINBIRD 5006 PL- PGSAM-R-NP-SS MPR35THRD THIRD 2.46 35' 45 0.58 UNVErzrOF:OUNV 5rPV cE ALERT SAN ELIJO JOINT POWERS r LPCZ PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT (/,/��� AUTHORITY9 ,. , C✓ / \ L L : a y 31591 Camiiw Capisimno VIII Qir S San Juan CapisimnoCA92675 IF u 8 k u w .RJMEesigigQP.mm BROUR J� � mA e 1949]493 - 2690 /ax 1Z>veJ TWO WORKING DAYS SIGN DATE 9AF Fd1`' [949] 493.2600 ph Rj M BEFORE ne SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE RE YOU DIG r •�x CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: Oc 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED AP_ D: LocnnoN: SEE SHEET c -o.1 HORIZONTAL DATE: '- i�lcr�k _ ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA WY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE RW IRRIGATION LEGENDS L-4.2 SHEET108OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA a a 0 0 a Y r m 0 FIE 0 n6 o � a E i r G s; o �a zN BF o BF I ¢ n o n Water Meter No. DW Sim 2.00" Hydraulic Gradiant 2.00" Elevation of Meter 187.0' Static Pressure 91 psi Source of Information Bryan Choi -MCE Consultants Phone Number 949.542.7220 Date of Information 3.28.11 Basis for Calculation Longest RurdHighest Elevahon /Highest Flow 22 FULL 23.2 71' Remote Control Valve C1-1 Sim 2.00" Demand SYMBOL DESCRIPTION 48 GPM NOZZLE PATTERN FLOW RADIUS PRIES Elevation of Highest Head 182.0' GREEN MV -1 Friction Loss TURFROTOR RAINBIRD 8005 SS 22 FULL 23.2 71' CITY. SIZE FLOW REM TYPE 1 2.00' 48 GPM Water Meter QRTR 23.2 71' 1 2.00' 48 GPM RP Backlow V Strainer RAINBIRD GB SERIES NORMALLY CLOSED, BRASS MASTER VALVE 1 2.00' 48 GPM Master Valve CONTROLLERS 1 1.50' 48 GPM Flow Sensor NOTSHOWN 3 100' 48 GPM Ball Valves CONNECT TO CONTROLLER 2 WITH RED AND BLACK #14AWG WIRE IN 875' 3.00' 48 GPM Mainline PVC 1 2.00' 48 GPM Automatic Control Valve 0) QUICK COUPLER RAINBIRD 44 -LRC 1 "QUICK COUPLER WITH YELLOW VINYL LOCKING COVER Latest Line Loss INCLUDE TWO (2) RAINBIRD 44-K KEYS WITH SH -1 SWIVEL PER BALL FIELD ® AIR RELIEF API /JAIN ARV-2 COMBINATION AIR I VACUUM RELIEF VALVE Filings Loss (10 %) COACH 4 STATION RAINBIRD ESP4 COACH CONTROLLER IN A TOP MOUNT STAINLESS CONTROLLER Elevation Change - -- -- - -- --- Total System Losses Pressure Required to Operate Head (Rotor) Residual Percent Required ( %) Pressure Required with Residual Static Pressure at Water Meter Residual Pressure Set Pressure Regulator to PSI LOSS 1.79 12.00 1.10 0.31 0.02 238 1.10 4.00 227 -2.17 23 Is 60 psi 5% "I" of psi 4 psi 91 psi RAINBIRD 8005 SERIES ROTOR LEGEND DOMESTIC WATER SYMBOL DESCRIPTION MANUFACTURER PART NO. NOZZLE PATTERN FLOW RADIUS PRIES TURF POP UP HEADS MASTER VALVE GREEN MV -1 FLOW SENSOR TURFROTOR RAINBIRD 8005 SS 22 FULL 23.2 71' 60 TURFROTOR RAINBIRD 8005 SS 22 HALF 23.2 71' 60 TURFROTOR RAINBIRD 8005 SS 22 QRTR 23.2 71' 60 RCV 10 -1 4 5 6 RECTANGULAR VALVE BOX ITEM COLOR BRAND BALL VALVE GREEN BV -1 REGULATOR GREEN PR -1 MASTER VALVE GREEN MV -1 FLOW SENSOR GREEN FS -1 PULL BOX BLACK PB-1 CONTROL VALVE GREEN RCV -1 ## GROUND ROD BLACK GR -1 ROUND VALVE BOX ITEM COLOR BRAND QUICK COUPLER GREEN DC -1 ANGLE VALVE GREEN GV -1 AIR RELIEF GREEN AR -1 ORECTANGULAR VALVE BOX O EQUIPMENT IDENTIFIER- REFER TO CHARTS ABOVE OROUND VALVE BOX O CONTROLLER ID O1" IDENTIFICATION BRAND - REFER TO CHART O STATION ID (IF APPLICABLE) VALVE BOX BRANDING - DOMESTIC WATER DOMESTIC WATER IRRIGATION EQUIPMENT LEGEND SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION RW LINE DM DOMESTIC SAN DIEGUITO WATER DISTRICT TO FURNISH AND INSTALL T DOMESTIC WATER METER WATER SERVICE AND METER. SDWD TO PROVIDE WATER METER AT CONTRACTOR EXPENSE. VERIFY STATIC WATER PRESSURE AND REPORT TO NOT SHOWN MAINLINE FITTINGS IRRIGATION CONSULTANT PRIOR TO START OF WORK. ® BACKFLOW WITH WILKINS 975XL 2" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE ENCLOSURE INCLUDE 20 MESH STRAINER ON UPSTREAM SIDE NOT SHOWN IRRIGATION WIRE INSTALL BACKFLOW IN A STRONGBOX SBBC -30SS ENCLOSURE. N BALL VALVE WATTS FBV -3C- FULL PORT THREADED BRONZE BALL VALVE - LINE SIZE ® MASTER VALVE RAINBIRD GB SERIES NORMALLY CLOSED, BRASS MASTER VALVE COACH CONNECT TO CONTROLLER7 WITH YELLOW AND BLUE #14 AWG WIRES IN 1.25" NOT SHOWN CONTROLLERS SCHEDULE 40 PVC CONDUIT WITH PULL BOXES AT 200'O.C. 0 FLOW SENSOR CALSENSE- SENSOR INCLUDED WITH CONTROLLER ASSEMBLY'2' NOTSHOWN ID TAGS REFER TO CONTROLLER NOTE. CONNECT TO CONTROLLER 2 WITH RED AND BLACK #14AWG WIRE IN NOT SHOWN VALVE BOX SEPARATE 1.25" SCHEDULE 40 PVC CONDUIT WITH PULL BOXES 200' O.C. S CONTROL VALVE RAINBIRD GB -PRS -D SERIES PRESSURE REGULATING CONTROL VALVE REFER TO PLAN FOR SIZES. 0) QUICK COUPLER RAINBIRD 44 -LRC 1 "QUICK COUPLER WITH YELLOW VINYL LOCKING COVER INCLUDE TWO (2) RAINBIRD 44-K KEYS WITH SH -1 SWIVEL PER BALL FIELD ® AIR RELIEF API /JAIN ARV-2 COMBINATION AIR I VACUUM RELIEF VALVE III COACH 4 STATION RAINBIRD ESP4 COACH CONTROLLER IN A TOP MOUNT STAINLESS CONTROLLER STEEL ENCLOSURE. REFER TO CONTROLLER NOTE, SHEET L 4.1 - -- -- - -- --- BELOW GRADE WHITE CLASS 315 PRESSURE MAINLINE FOR PIPE 2" THROUGH F PRESSURE WHITE SCH 40 PRESSURE MAINLINE FOR PIPE 1 -1/2" AND SMALLER MAINLINE ALL PIPE TO BE SOLVENT WELD REFER TO TRENCHING DETAIL FOR DEPTHS - - BELOWGRADE WHITE SCH 40 SOLVENT WELD PVC -3/4 "MINIMUM. REFERTO PLANFORSIZES LATERAL LINE AND TRENCHING DETAIL FOR BURIAL DEPTHS. w w WIRE PATH WIRE PATH FOR MASTER VALVE AND FLOW SENSOR CONDUITS TO CONTROLLER'2' mw mw— DW LINE DENOTES DOMESTIC WATER LINES PER CIVIL PLANS- FOR REFERENCE ONLY mw sw— RW LINE DENOTES RECYCLED WATER LINES PER CIVIL PLANS- FOR REFERENCE ONLY SLEEVE WHITE SCH 40 PVC- REFER TO SLEEVING LEGEND FOR QUANTITY AND TYPE. ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X DIAMETER OF PIPE WITH A MINIMUM OF 2" DIAMETER. NOT SHOWN MAINLINE FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCH 40 PVC SOLVENT WELD LATERAL FITTINGS ALL NON- PRESSURE LATERAL LINE FITTINGS TO BE SCH 40 PVC SOLVENT WELD. ALL ON GRADE FITTINGS SHALL BE UVR. NOT SHOWN IRRIGATION WIRE PAIGE 7001D UL LISTED U.F. 600V DIRECT BURIAL PILOTWIRE #14AWGCOLOR COMMON #14 AWG WHITE WITH STRIPE TO MATCH PILOT WIRE EXTRA WIRE #14AWG ORANGE NOT SHOWN WIRE SPEARS DS -100 DRISPLICE WATERPROOF CONNECTORS CONNECTORS NOTSHOWN ID TAGS TCHRISTY ID-MAX-Y1 YELLOW STATION ID TAGS WITH BLACK LETTERING - PER VALVE NOT SHOWN VALVE BOX RECTANGULAR CARSON 1419 -14" X 19" CIRCULAR CARSON 910 -10 "ROUND JUMBO CARSON 1220 - 12" X 20" JUMBO ALL VALVE BOXES TO INCLUDE GREEN BOLT DOWN LOCKING LID WITH STAINLESS STEEL BOLT INFORMATION CALL -OUTS C r� sm A-' 1 DENOTES STATION NUMBER _1 DENOTES VALVE FLOW (GPM) DENOTES VALVE SIZE XX DENOTES: PART SIZE, VALVE STATION NUMBER, OR CONTROLLER NUMBER Ur to KOUI seRVlce At_tKT SAN ELIJO JOINT POWERS V�*Cog� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C�//��y AUTHORITY , ✓ / \ L L : y 31591 Camino Capiaano San Juan Capiaano, CA 926]5 IIESIBN w .RJMdesgNQP.mm BRWP [949]493- 2690 /ax TWO WORKING DAYS SIGN DATE [949]493.2600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL D6SiGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: Oc 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED AP_ D: LocnnoN: SEE SHEET c -o.1 HORIZONTAL DATE: '- i�1r.r�k _ ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA WY P. AN, L.L.A. EXP.: 09/30/13 DATE DATE DW IRRIGATION LEGENDS L -4.3 SHEET109OF 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA Z a a 0 0 AL --1 G m 0 AL --1 I a` cN o E< iF o o n so ' ° a 3m U Z 0 bF re ° n BOOSTER PUMP ASSEMBLY sria�.-\ 0 TCEF10 - 10" EXHAUST AND WITI AUTUMAT SHUTTER GRADE PIPE TO BE DUCTILE IRON TH PRIMER AND TWO COATS E PAINT. COLOR TO BE BLACK ..__ - - DUCTILE IRON PIPE TO BE WRAPPED WITH POLYETHYLENE ENCASEMENT PER AWWA C105 TRANSITION ABOVE AND BELOW GRADE PIPE TO CLASS 200 PVC GASKET PIPE WITH LEEMCO FLANGE X BELL ADAPTER WITH JOINT RESTRAINT AFTER DOG LEG ON OUTLET SIDE OF PUMP. ALL FASTENERS TO BE STAINLESS STEEL PROVIDE SHOP DRAWING OF FINAL PUMP ASSEMBLY LAYOUT PRIOR TO INSTALL. REAR FRONT 1. Manifolds 6' ANSI Class 150 AISI 316SS Schedule 1 O ASTM A312 O168.3mmx2mm 2. Base /Frame AISI 304SS 3. Standard system layout: panel right facing sudden. 4.4" lug style ANSI 150# class butterfly valve 5. UL Type 3R hoped electrical panel Note: panel size will vary with options BOOSTER PUMP ASSEMBLY- BARNETT II CRE841S&6I VFD I ENCL I FILT I HM06 CONTACT DARYL GREEN FOR BID QUOTE (949) 581 PARTI- GENERAL 1.1 WORKINCLUDED A. Duplex Two-Pump Variable Speed Packaged Pumping System 1.2 REFERENCE STANDARDS The work In this section Is subject to the requirements of applicable portions of the fA Mng standards: A. Hydraulic instate B. ANSI - American National Standards McMUle C. ASTM - American Society for Testing and Materials D. IEEE - Institute of Electrical and Electronics Engineers E. NEMA - National Eledncal Manufacturers Association F. NEC - National Electrical Code G. ISO- International Standards Organization H. UL- Underwriters Laboratories, Inc. PART2- PRODUCTS 2.1 VARIABLE SPEED PACKAGED PUMPING SYSTEM WITH INTEGRATEDVARIABLE FREQUENCY DRIVE MOTORS A. Furnish and install a pre - fabricated and tested variable speed packaged pumping system to maintain constamwater delivery Pressure. B. The packaged pump system shall be a standard product of a Angle pump manufacturer. The adds pump system Including pumps and pump logic controller, shall be designed and built by Me same manufacturer. C. The complete packaged water booster pump system shall be cedfled and listed by UL (Category QCV- Packaged Pumping Systems) for conformance M U.S. and Canadian Standards. 2.2 PUMPS A. The pumps shall be of the lnine vedlcal multi-stage design. B. The headoapaclty curve shall have a steady rise In head from maximum m minimum flow Mold the preferned operating region. The shutoff head shall be a minimum of 20% higher than the head at the best efficlency point. C. Small Vertical lnLine Multi-Stage Pumps (Nominal Move from 3 to 125 gallons per minute) shall have the following features: 1. The pump Impellers shall be secured directly to the pump shaft by means of a spined And artacoerrnent. 2. The suddonlddschage base shall have ANSI Class 250 flange or Internal pipe thread (NPT) connections as determined by Me pump station manufacturer. 3. Pump Construction. a. Sudlorldscharge base, pump head, motor clod: Cast kon(Class 30) b. Impellers, diffuser chambers, outer sleeve: 304 Stainless Steel c. Shaft 316 or 431 Stainless Steel d. Impeller wear rings: 304 Stainless Sled e. Shaft journals and chamber bearings: Silicon Carbide L O -dugs: EPDM Shaft couplings for motor flange sizes 184TC and smaller shall be made of cad iren or sintered steel. Shaflcouplingsformotor flange sizes larger Man 184TC shall be made of ductile iron (ASTM 604018). Optional materials her the suction /discharge base and pump head shall Ins cast 316 stainless steel (ASTM CF-8M) resulting in all wetted parts of stainless steel. 4. The shaft seal shall be a bdanced oFing cartridge type with the Wllowlco features: a. Collar, Drivers, Spring: 316 Stainless Steel In. Shaft Sleeve, Gland Plate: 316 Stainless Steel c. Stationary Ming: Silicon Couples d Rotating Ring: Silicon Carbide e. O -dugs: EPDM The Silicon Carbide shall be imbedded with graphite. 5. Shaft seal replacement shall be possible without removal of any pump components other than the coupling guard, shag coupling and motor. The entire earnings shaft seal shall be removable as a one piece comporepl- Pumps with molars equal to or lager than 15 hp (fifteen horsepower) shall have adequate space within the motor stool so that shaft seal replacement is Possible without motor removal. 2.3 INTEGRATED VARIABLE FREQUENCY DRIVE MOTORS A. Each motor shall be of the Integrated Variable Frequency Drive design consdsdng of a motor and a Variable Frequency Drive (VFD) built and tested as one unit by Me same manufacturer. B. The VFD shall be of the PWM(Pulse Width Modulation) design using current IGBT(insulated Gate Bipolar Transistor ) technology. C. The VFD shall convert Incoming fixedfraquency three-phase AC power Into a variabe frequency and voltage for controlling the standofmotor. The motor current shall donly approximate a sine wave. Motor voltage shall be varied with frequencym maintain desired motor magnetization current suitable for centrifugal pump control and to eliminate the need for motor de- rating. D. The VFD shall have a minimum of two skip frequency bans which an be kid adjustable. E. The VFD shall have Internal soll6state overload protection designed to trip within the range of 125-150% of rated current F. The integrat ed VFD motor shall include protection against input transients, phase imbalance, lass of AC line phase, aver- vcftage, under- voltage, VFD aver - temperature, and motor over- temperature. G. The Integrated VFD motor shall have, as a minimum, Me following InpWmiput apabllMes: 1. Speed Reference Signal: 010 VDC, 4-20mA 2. Digital remote onloff 3. Fault Signal Relay (NC or NO) H. The motor shall be Totally Enclosed Fan Coded (TEFC) with a standard NEMA C-Face, Class F Insulation with a Ones B temperature Ise. I. Motor drive end bearings shall be adequately sized so that the minimum L10 bearing Iffe Is 17,500 hours at the minimum allowable continuous flow rate for the pump at full rated speed. ZA PUMP SYSTEM CONTROLLER A. The pump system controller shall be a standard product developed and supported by Me pump manufacturer. B. The controller shall be microprocessor based The controller user Interface shall have a large display, minimum of 3112' x for easily dewing of system status parameters and for field programming of controller. Password proms en of system settings shall be standard. 0. The controller shall display the following as status readings from Angle display W the controller. • Current value of the central parameter, (usually discharge pressure). • Latest current clear, If any. System status with current operating mode and current value of control parameter. • Status of all pumps with current operating mode and speed of pumps as percentage ( %). D. Pump system programming (field adjustable) shall include as a minimum the following: • Pressure Trensducer supplylrerge • System time (reaction) • High system pressure shuldown Low suction pressure shutdown • Low system pressure shutdown E. The pump system controller shall store up he 24 warning and alarms in memory. The time, data ant common of each alarm shall be recorded. A potentiaPfree May shall be provided for alarm notification to Me building management system. The contrdder shall display the following alarm conditions: High System Pressure Low system pressure Low suction pressure Individual pump take VFD mplfailure Loss of sensor signal (420 mA) Loss of remote set -point signal N -20mA) System power loss F. The pump system controller shall be mounted in a NEMA 4 enclosure (NEMA 3R if coaling fan is required). The entire control panel shall be UL 508 listed as an assembly. The control panel shall include a main disconnect, circuit breakers far each pump and the control credit and control relays for alarm functions. G. The controller shall be capable of using a redundant primary sensor to function as backup sensor W primary sensor. K. The controller shall have a -Test Run" feature with settings of once every 24 hours, 48 boors or once a week for cydng pumps In perlods of Inaci L. The controller shall be capable of providing power consumption and energy consumption Information when used with Integrated VFD motors connected through the field bus. M. The controller shall be capable of providing a calculated flow rate. 2.5 SEQUENCE OF OPERATION The system controller shall operate equal capacity variable speed pumps to maintain a constant discharge pressure (system set- podn0. The system controller shall receive an analog signal [4 -20mA] from the factory installed pressure transducer on the discharge manifold, indicating the actual system pressure. As flow demand increases the pump speed shall he increased to maintain Me system sat -point pressure. When the operating pump(s) reach 96% of full speed (adjustable), an additbnal pump will be Afmad and will Increase speed until the system set -point Is achieved. All pumps In operation will be running at the same speed to maintain the system setydnt. As flow demand decreases the pump speed shall be reduced while system set -point pressure Is maintained When all pumps In oaeratla are running at low speed to system controller shall switch off pumps when fewer pumps are able to malntain system demand. The system controller shall be capable of switching pumps on and off to Matlsly system demand without the use aAM swlkhes, motor current monitors or temperature measuring devices. If a no flow shutdown Is required Parade of zero demand) a act of Interface relays shall be provided to Interface with IMgatlon system dentrollarm). When zero flow is mounted by Me irrigation controller, Me remaining pumps) shall be seftri op via Me interface relays in the control panel. When the system irrigation controller requests flow, the pump elation shall be activated by the control panel mounted Interface relays. All pumps In the system shall alternate automatically based on demand, time and fault. If flaw demand Is congruous (no flow shut-down does not occur), the system controller shall have Me capability to alternate the pumps every 24 hours. The time of the pump changeover shall be field adjustable. 2.6 SYSTEM CONSTRUCTION A. The suction and discharge man'rfdds shall be constructed of 316 stainless steel. Marked connection sizes shall be as follows: 3 Inch and smaller: Male NPT threaded 4inchmrough Binch: ANSI Class 150 rotabngfianges 10 Inch and larger. ANSI Class 150 flanges B. Pump Isolation valves shall be provided on Me suction and discharge of each pump. Isolation valve saes 2 inch and smaller shall be nickel plated brass full port ball valves. Isolation valve sizes 31nch and larger shall be a full lug style butterfly valve. The valve disk shall be of stainless sted. The valve seat material shall be EPDM and the body shall be cast Iraq coatetl Internally and externally with fuslmWOnded epoxy. C. A spring - loaded non -slam type check valve shall be installed on me discharge of each pump. The valve shall be a waferstyte type road between two flanges. The head loss through the valve shall not exceed 5 IPA at Me pump design capacity. Check valves 1 -12" and smaller shall have a POM composite body and poppet, a stainless steel spring who EPDM or NBR seats. Check valves 2- and larger shall have a body material of stainless steel or epoxy mated Iron (fusion Whose) with an EPDM or HER resilient seat Spring material shall be stainless steel. Disk shall be of stainless sued or Ieadless bronze. D. System shall be provided who full system bypass plpellne with a spring4oaded nonstam type check valve Installed on Me bypass line to allow for low flow applications without Wrap operation. E. A pressure transducer shall be factory instilled on the discharge manifold (or field installed as specified on plans). Systems with Positive Inlet gauge pressure shall have a factory Installed pressure transducer on the suction manifold for water shortage protection. Pressure impetuous shall be made of 316 stainless steel. Transducer accuracy shall be *I -1.0 %full scale. The output signal shall be 4-20 mA with a supply voltage range of 932 VDC. F. A boarded Woe pressure gauge, 2.5 Inch diameter, shall be placed on the suction and discharge manifolds. The gauge shall be liquid filled and have copper alloy Internal pads In a stainless steel case. Gauge accuracy shall be 2/1/2 %. The gauge shall be capable of a pressure of 30% above Its maxmum span without retaking reallbretlon. G. Systems whin a fioodetl sudden Inlet or suction lift configuration shall have a factory Installed water shortage protected device on the suction manifold. H. The base frame shall be constructed of corrosion resistant 304 stainless steel. Rubber vibration dampers shall be Met between each pumps and baseframe m minimize vibration. I. Depending on the system size and configuration, the control pand shall be mounted in one of Me following ways: On a 304 stainless sted fabricated control cabinet stand attached to the system skid. On a 304 Marine sled fabricated skid, separate from Me main system skid On Its own base (floor mounted an plinth) 2.7 ENCLOSURE A. The pump station shall be provided with a four piece aluminum enclosure. The enclosure shall l» a minimum of.050"BYck reinforcetl stucco embossed aluminum sheeting providing access through removable doom and being totally removable for maintenance purposes. A modular design with a maximum of 6 tongue and groove sections required with no panels requiring jobsge assembly allowed The enclosure shall measure 1481 x 86W x 75'H (LB8E -DS) and shall be Included with boaster pump assembly. The pad size shall be 157- x 95'. 2.8 FILTER (FILT) Where specified by the System Design Parameters, a pre - installed, pre - mountetl epoxy mated steel T Series flushable screen filter and differential pressure sensor shall be provided on the pump system suction to trap oversized debris tram the storage tanks. The filter shall have a maximum flow of 900 gam and maximum pressure of 100 psi. The Installing contractor shall be responsible for providing previsions for effluent discharge from the titer assembly. The Mter shall be provided with 60 mesh screen. 2.9 HYDROMETER (HMOM Where specified In the System Design Parameters• a Normally Open Hydrometer Combination Normally Closed Master VahmFlow Sensor forme purpose of reacting W a high flow condition. The Hydrometer shall be 24 VAC activated to serve as master valve, standard read water meter, and flow sensor and shall bus 6" flanged cast iron construction with nonmetalic meter rotating parts and standard mechanical switch pulse system. A Flow Computer shall be pnew4red to the the Hydrometer to program for immediate high flow shutoff. 3.0 TESTING A. The entire pump station shall be factory performance tested as a complete unit prior to shipmem. Jobaiue programming shall be entered into the controller prior to shipment (details of installation requirements shall be communicated to the pump system manufacturer). A verified performance test report shall be made available from Me system manufacturer. B. The system shall undergo a hydrostatic test or 250 psig here minimum of 15 minutes primte shipment 3.1 WARRANTY A. The warranty period shall be a non - prorated period of 24 months from date of installation, not to exceed 30 months from date of manufacture. UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS k�L PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY , C/ A L L : 31591 Camino Capistrano (� San Juan Capistrano, CA 926]5 DE$ IBN ,Uwww.RJMtleslgtgmup.cwn GROUP [949] 493.26Y0 fax TWO WORKING DAYS SIGN DATE [949]493 -26310 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESdcNED Dr: !DRAWN i3r: CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 W 'if °1,' I, -I''+ [.ME 1111.;1 °' RECO DED APPRd LOCATION SEE SHEET C -0.1 HORIZONTAL t II \\1 �u4d�7 _ ENCINITAS COMMUNITY PARK 10630 =G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL r, ELEVATION. 215.640 DATUM: NGVD 29 4 ZI DATE DATE IRRIGATION PUMP AND FILTER DETAILS AND NOTES L-4.4 SHEET110OF 201 PLANNING CASE NO 04-197 MUP/DR/CDP/EIA PAD 22'X ITPER CONSTRUCTION PLAN 4 'WIDE X 58' TALL ACCESS HATCHES ON CONNECT TO CONTROLLER II FLOW OCONCRETE I SHEET L -1.07 6 O SIDE OF ENCLOSURE 11 O SENSOR AND MASTER VALVE 2 PORTS OCHAINUNK FENCE PER CONSTRUCTION PENN SHEET L -1.07 O CONTROLPANEL 12 914 RED AND BLACK FLOW SENSOR WIRE IN 1 -112' SCHEDULE 40 PVC ODUCTILE IRON INLET- SET TO INLET ELEVATION WITH PIPE SUPPORTS/ BRACING O DUCTILE IRON ELL FITTING 13 914 BLUE AND YELLOW MASTER VALVE WIRES IN 1 -10 SCHEDULE 40 PVC BUTTERFLY ISOLATION VALVE - SPEARS ]22311 -060 DUCTILE IRON DISCHARGE - SET TO OUTLET 148'X 86'X]6'TALL MARINE GRADE 4 6 "FLANGED WITH EPDM PMNGS 9 ELEVATION WITH PIPE SUPPORTS I BRACING 14 ALUMINUM ENCLOSURE O YARDNEY BASKET STRAINER WITH So MESH FILTRATION - PART OF PUMP ASSE MBLY 10 NETAFIM TNORMALLY OPEN HYDROMETER - PART OF PUMP ASSEMBLY is 5' WIDE CHAINUNK GATE BOOSTER PUMP ASSEMBLY sria�.-\ 0 TCEF10 - 10" EXHAUST AND WITI AUTUMAT SHUTTER GRADE PIPE TO BE DUCTILE IRON TH PRIMER AND TWO COATS E PAINT. COLOR TO BE BLACK ..__ - - DUCTILE IRON PIPE TO BE WRAPPED WITH POLYETHYLENE ENCASEMENT PER AWWA C105 TRANSITION ABOVE AND BELOW GRADE PIPE TO CLASS 200 PVC GASKET PIPE WITH LEEMCO FLANGE X BELL ADAPTER WITH JOINT RESTRAINT AFTER DOG LEG ON OUTLET SIDE OF PUMP. ALL FASTENERS TO BE STAINLESS STEEL PROVIDE SHOP DRAWING OF FINAL PUMP ASSEMBLY LAYOUT PRIOR TO INSTALL. REAR FRONT 1. Manifolds 6' ANSI Class 150 AISI 316SS Schedule 1 O ASTM A312 O168.3mmx2mm 2. Base /Frame AISI 304SS 3. Standard system layout: panel right facing sudden. 4.4" lug style ANSI 150# class butterfly valve 5. UL Type 3R hoped electrical panel Note: panel size will vary with options BOOSTER PUMP ASSEMBLY- BARNETT II CRE841S&6I VFD I ENCL I FILT I HM06 CONTACT DARYL GREEN FOR BID QUOTE (949) 581 PARTI- GENERAL 1.1 WORKINCLUDED A. Duplex Two-Pump Variable Speed Packaged Pumping System 1.2 REFERENCE STANDARDS The work In this section Is subject to the requirements of applicable portions of the fA Mng standards: A. Hydraulic instate B. ANSI - American National Standards McMUle C. ASTM - American Society for Testing and Materials D. IEEE - Institute of Electrical and Electronics Engineers E. NEMA - National Eledncal Manufacturers Association F. NEC - National Electrical Code G. ISO- International Standards Organization H. UL- Underwriters Laboratories, Inc. PART2- PRODUCTS 2.1 VARIABLE SPEED PACKAGED PUMPING SYSTEM WITH INTEGRATEDVARIABLE FREQUENCY DRIVE MOTORS A. Furnish and install a pre - fabricated and tested variable speed packaged pumping system to maintain constamwater delivery Pressure. B. The packaged pump system shall be a standard product of a Angle pump manufacturer. The adds pump system Including pumps and pump logic controller, shall be designed and built by Me same manufacturer. C. The complete packaged water booster pump system shall be cedfled and listed by UL (Category QCV- Packaged Pumping Systems) for conformance M U.S. and Canadian Standards. 2.2 PUMPS A. The pumps shall be of the lnine vedlcal multi-stage design. B. The headoapaclty curve shall have a steady rise In head from maximum m minimum flow Mold the preferned operating region. The shutoff head shall be a minimum of 20% higher than the head at the best efficlency point. C. Small Vertical lnLine Multi-Stage Pumps (Nominal Move from 3 to 125 gallons per minute) shall have the following features: 1. The pump Impellers shall be secured directly to the pump shaft by means of a spined And artacoerrnent. 2. The suddonlddschage base shall have ANSI Class 250 flange or Internal pipe thread (NPT) connections as determined by Me pump station manufacturer. 3. Pump Construction. a. Sudlorldscharge base, pump head, motor clod: Cast kon(Class 30) b. Impellers, diffuser chambers, outer sleeve: 304 Stainless Steel c. Shaft 316 or 431 Stainless Steel d. Impeller wear rings: 304 Stainless Sled e. Shaft journals and chamber bearings: Silicon Carbide L O -dugs: EPDM Shaft couplings for motor flange sizes 184TC and smaller shall be made of cad iren or sintered steel. Shaflcouplingsformotor flange sizes larger Man 184TC shall be made of ductile iron (ASTM 604018). Optional materials her the suction /discharge base and pump head shall Ins cast 316 stainless steel (ASTM CF-8M) resulting in all wetted parts of stainless steel. 4. The shaft seal shall be a bdanced oFing cartridge type with the Wllowlco features: a. Collar, Drivers, Spring: 316 Stainless Steel In. Shaft Sleeve, Gland Plate: 316 Stainless Steel c. Stationary Ming: Silicon Couples d Rotating Ring: Silicon Carbide e. O -dugs: EPDM The Silicon Carbide shall be imbedded with graphite. 5. Shaft seal replacement shall be possible without removal of any pump components other than the coupling guard, shag coupling and motor. The entire earnings shaft seal shall be removable as a one piece comporepl- Pumps with molars equal to or lager than 15 hp (fifteen horsepower) shall have adequate space within the motor stool so that shaft seal replacement is Possible without motor removal. 2.3 INTEGRATED VARIABLE FREQUENCY DRIVE MOTORS A. Each motor shall be of the Integrated Variable Frequency Drive design consdsdng of a motor and a Variable Frequency Drive (VFD) built and tested as one unit by Me same manufacturer. B. The VFD shall be of the PWM(Pulse Width Modulation) design using current IGBT(insulated Gate Bipolar Transistor ) technology. C. The VFD shall convert Incoming fixedfraquency three-phase AC power Into a variabe frequency and voltage for controlling the standofmotor. The motor current shall donly approximate a sine wave. Motor voltage shall be varied with frequencym maintain desired motor magnetization current suitable for centrifugal pump control and to eliminate the need for motor de- rating. D. The VFD shall have a minimum of two skip frequency bans which an be kid adjustable. E. The VFD shall have Internal soll6state overload protection designed to trip within the range of 125-150% of rated current F. The integrat ed VFD motor shall include protection against input transients, phase imbalance, lass of AC line phase, aver- vcftage, under- voltage, VFD aver - temperature, and motor over- temperature. G. The Integrated VFD motor shall have, as a minimum, Me following InpWmiput apabllMes: 1. Speed Reference Signal: 010 VDC, 4-20mA 2. Digital remote onloff 3. Fault Signal Relay (NC or NO) H. The motor shall be Totally Enclosed Fan Coded (TEFC) with a standard NEMA C-Face, Class F Insulation with a Ones B temperature Ise. I. Motor drive end bearings shall be adequately sized so that the minimum L10 bearing Iffe Is 17,500 hours at the minimum allowable continuous flow rate for the pump at full rated speed. ZA PUMP SYSTEM CONTROLLER A. The pump system controller shall be a standard product developed and supported by Me pump manufacturer. B. The controller shall be microprocessor based The controller user Interface shall have a large display, minimum of 3112' x for easily dewing of system status parameters and for field programming of controller. Password proms en of system settings shall be standard. 0. The controller shall display the following as status readings from Angle display W the controller. • Current value of the central parameter, (usually discharge pressure). • Latest current clear, If any. System status with current operating mode and current value of control parameter. • Status of all pumps with current operating mode and speed of pumps as percentage ( %). D. Pump system programming (field adjustable) shall include as a minimum the following: • Pressure Trensducer supplylrerge • System time (reaction) • High system pressure shuldown Low suction pressure shutdown • Low system pressure shutdown E. The pump system controller shall store up he 24 warning and alarms in memory. The time, data ant common of each alarm shall be recorded. A potentiaPfree May shall be provided for alarm notification to Me building management system. The contrdder shall display the following alarm conditions: High System Pressure Low system pressure Low suction pressure Individual pump take VFD mplfailure Loss of sensor signal (420 mA) Loss of remote set -point signal N -20mA) System power loss F. The pump system controller shall be mounted in a NEMA 4 enclosure (NEMA 3R if coaling fan is required). The entire control panel shall be UL 508 listed as an assembly. The control panel shall include a main disconnect, circuit breakers far each pump and the control credit and control relays for alarm functions. G. The controller shall be capable of using a redundant primary sensor to function as backup sensor W primary sensor. K. The controller shall have a -Test Run" feature with settings of once every 24 hours, 48 boors or once a week for cydng pumps In perlods of Inaci L. The controller shall be capable of providing power consumption and energy consumption Information when used with Integrated VFD motors connected through the field bus. M. The controller shall be capable of providing a calculated flow rate. 2.5 SEQUENCE OF OPERATION The system controller shall operate equal capacity variable speed pumps to maintain a constant discharge pressure (system set- podn0. The system controller shall receive an analog signal [4 -20mA] from the factory installed pressure transducer on the discharge manifold, indicating the actual system pressure. As flow demand increases the pump speed shall he increased to maintain Me system sat -point pressure. When the operating pump(s) reach 96% of full speed (adjustable), an additbnal pump will be Afmad and will Increase speed until the system set -point Is achieved. All pumps In operation will be running at the same speed to maintain the system setydnt. As flow demand decreases the pump speed shall be reduced while system set -point pressure Is maintained When all pumps In oaeratla are running at low speed to system controller shall switch off pumps when fewer pumps are able to malntain system demand. The system controller shall be capable of switching pumps on and off to Matlsly system demand without the use aAM swlkhes, motor current monitors or temperature measuring devices. If a no flow shutdown Is required Parade of zero demand) a act of Interface relays shall be provided to Interface with IMgatlon system dentrollarm). When zero flow is mounted by Me irrigation controller, Me remaining pumps) shall be seftri op via Me interface relays in the control panel. When the system irrigation controller requests flow, the pump elation shall be activated by the control panel mounted Interface relays. All pumps In the system shall alternate automatically based on demand, time and fault. If flaw demand Is congruous (no flow shut-down does not occur), the system controller shall have Me capability to alternate the pumps every 24 hours. The time of the pump changeover shall be field adjustable. 2.6 SYSTEM CONSTRUCTION A. The suction and discharge man'rfdds shall be constructed of 316 stainless steel. Marked connection sizes shall be as follows: 3 Inch and smaller: Male NPT threaded 4inchmrough Binch: ANSI Class 150 rotabngfianges 10 Inch and larger. ANSI Class 150 flanges B. Pump Isolation valves shall be provided on Me suction and discharge of each pump. Isolation valve saes 2 inch and smaller shall be nickel plated brass full port ball valves. Isolation valve sizes 31nch and larger shall be a full lug style butterfly valve. The valve disk shall be of stainless sted. The valve seat material shall be EPDM and the body shall be cast Iraq coatetl Internally and externally with fuslmWOnded epoxy. C. A spring - loaded non -slam type check valve shall be installed on me discharge of each pump. The valve shall be a waferstyte type road between two flanges. The head loss through the valve shall not exceed 5 IPA at Me pump design capacity. Check valves 1 -12" and smaller shall have a POM composite body and poppet, a stainless steel spring who EPDM or NBR seats. Check valves 2- and larger shall have a body material of stainless steel or epoxy mated Iron (fusion Whose) with an EPDM or HER resilient seat Spring material shall be stainless steel. Disk shall be of stainless sued or Ieadless bronze. D. System shall be provided who full system bypass plpellne with a spring4oaded nonstam type check valve Installed on Me bypass line to allow for low flow applications without Wrap operation. E. A pressure transducer shall be factory instilled on the discharge manifold (or field installed as specified on plans). Systems with Positive Inlet gauge pressure shall have a factory Installed pressure transducer on the suction manifold for water shortage protection. Pressure impetuous shall be made of 316 stainless steel. Transducer accuracy shall be *I -1.0 %full scale. The output signal shall be 4-20 mA with a supply voltage range of 932 VDC. F. A boarded Woe pressure gauge, 2.5 Inch diameter, shall be placed on the suction and discharge manifolds. The gauge shall be liquid filled and have copper alloy Internal pads In a stainless steel case. Gauge accuracy shall be 2/1/2 %. The gauge shall be capable of a pressure of 30% above Its maxmum span without retaking reallbretlon. G. Systems whin a fioodetl sudden Inlet or suction lift configuration shall have a factory Installed water shortage protected device on the suction manifold. H. The base frame shall be constructed of corrosion resistant 304 stainless steel. Rubber vibration dampers shall be Met between each pumps and baseframe m minimize vibration. I. Depending on the system size and configuration, the control pand shall be mounted in one of Me following ways: On a 304 stainless sted fabricated control cabinet stand attached to the system skid. On a 304 Marine sled fabricated skid, separate from Me main system skid On Its own base (floor mounted an plinth) 2.7 ENCLOSURE A. The pump station shall be provided with a four piece aluminum enclosure. The enclosure shall l» a minimum of.050"BYck reinforcetl stucco embossed aluminum sheeting providing access through removable doom and being totally removable for maintenance purposes. A modular design with a maximum of 6 tongue and groove sections required with no panels requiring jobsge assembly allowed The enclosure shall measure 1481 x 86W x 75'H (LB8E -DS) and shall be Included with boaster pump assembly. The pad size shall be 157- x 95'. 2.8 FILTER (FILT) Where specified by the System Design Parameters, a pre - installed, pre - mountetl epoxy mated steel T Series flushable screen filter and differential pressure sensor shall be provided on the pump system suction to trap oversized debris tram the storage tanks. The filter shall have a maximum flow of 900 gam and maximum pressure of 100 psi. The Installing contractor shall be responsible for providing previsions for effluent discharge from the titer assembly. The Mter shall be provided with 60 mesh screen. 2.9 HYDROMETER (HMOM Where specified In the System Design Parameters• a Normally Open Hydrometer Combination Normally Closed Master VahmFlow Sensor forme purpose of reacting W a high flow condition. The Hydrometer shall be 24 VAC activated to serve as master valve, standard read water meter, and flow sensor and shall bus 6" flanged cast iron construction with nonmetalic meter rotating parts and standard mechanical switch pulse system. A Flow Computer shall be pnew4red to the the Hydrometer to program for immediate high flow shutoff. 3.0 TESTING A. The entire pump station shall be factory performance tested as a complete unit prior to shipmem. Jobaiue programming shall be entered into the controller prior to shipment (details of installation requirements shall be communicated to the pump system manufacturer). A verified performance test report shall be made available from Me system manufacturer. B. The system shall undergo a hydrostatic test or 250 psig here minimum of 15 minutes primte shipment 3.1 WARRANTY A. The warranty period shall be a non - prorated period of 24 months from date of installation, not to exceed 30 months from date of manufacture. UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS k�L PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY , C/ A L L : 31591 Camino Capistrano (� San Juan Capistrano, CA 926]5 DE$ IBN ,Uwww.RJMtleslgtgmup.cwn GROUP [949] 493.26Y0 fax TWO WORKING DAYS SIGN DATE [949]493 -26310 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU D16 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESdcNED Dr: !DRAWN i3r: CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 W 'if °1,' I, -I''+ [.ME 1111.;1 °' RECO DED APPRd LOCATION SEE SHEET C -0.1 HORIZONTAL t II \\1 �u4d�7 _ ENCINITAS COMMUNITY PARK 10630 =G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL r, ELEVATION. 215.640 DATUM: NGVD 29 4 ZI DATE DATE IRRIGATION PUMP AND FILTER DETAILS AND NOTES L-4.4 SHEET110OF 201 PLANNING CASE NO 04-197 MUP/DR/CDP/EIA CE a ° O a x W O FEE IN OL TIC 1 o � a E >w a Q zN 3C o ¢ n o n GATE VALVE -PUSH ON (fl OENTER SURFACE IN LANDSCAPE OR VEHICULAR ARGON OBACKFILL REFER TO SPECIFICATIONS OSUBGRADE O4 DENNIS AND ROCK FREE NACKFILL NOR SMI MINIMUM S BELOW PIPING. PRESSURE MAINLINE PIPING IN SLEEVE -REFER TO 5 SPECIFICATIONS OLOW VOLTAGE CONTROL WIRE SLEEVE MINIMUM S- REFERTOSPECIFICAPDXS ] USTERALLINE IHSLEEVE- REFERTO SPECIFIWPON3 MORES TKILSIEEVES TO BE TRADE DIAMETER Of CARRIEPPIFE 2 NON DOMESTIC WATER PIPE SLEEVES SHALL BE IDENTIFIED PER WATER DISTRICT STANDARDS 3. All SLEEVES GRALL EMEND MINIMUM 17 BEYOND MME OF PAVING I PIPES UNDER PAVING 01 x (D um L O2 SUBGRADE NON FREEDOM LATERALLNE I sEE Non z xPLMI VIEW Hr —, III I VEHICULAR PAVING MAINLINE ON' Di —W OLOW VOLTAGE CONTROL WIRE SLEEVE MINIMUM S- REFERTOSPECIFICAPDXS ] USTERALLINE IHSLEEVE- REFERTO SPECIFIWPON3 MORES TKILSIEEVES TO BE TRADE DIAMETER Of CARRIEPPIFE 2 NON DOMESTIC WATER PIPE SLEEVES SHALL BE IDENTIFIED PER WATER DISTRICT STANDARDS 3. All SLEEVES GRALL EMEND MINIMUM 17 BEYOND MME OF PAVING I PIPES UNDER PAVING 01 x (D um L O2 SUBGRADE IS TER NAME ' COLMUNIWTKKICABLEINCONDUR sEE Non z xPLMI VIEW 6 OBVCKFILL -KKR TO SPECIFICATIONS R 2 B 9 MAINLINE O XAPPSf.AF£ORSIRVCNPE ULAN V SEE NE SEASON PROFILE T- SIPxIKx AEU VxLK %BSIRf WelEx FLOP INC EXPANSION LOOP AT CHANGE IN DIRECTIONS ME SEQUENCE HONEST 1) KIER TO SECTION Anexs 2) INSTALL ME FAST i:iIOSLOCCATED DIRECTLYPOOMSTKM E IRIOATION CHECK AND PRESSURE REGULATED VALVE PEP MI 31 SECOND SACHS CONNECTION LIST STATION INSTALLED AT FAR EW R VALUES wU LONE PLASTIC 41 IONAM PTA' OR L 17EM xIROO REXRIPTIW xP ITEM ME SIZE AMID I III HARMONIC WELL s 19M 1 BSI EDNE AS MASS NIPPLE x Hun TWO SCH BD MASS CLOSE NIPPLE MA6TER(gNTFq. VALVE F£R ItlNiV.RDENIW GC IT HUTRO LEGEND. REV. Iv0109 ^" NMI BRASS LOWMLE MAIL WERE. 7 LIMA SIZE MASS ME MILAN KIM VA LM: Lax ARIAS. O6' L RU Lm A SAm(A,' I BRASS TE¢AYF➢ O COM1PKl® EPRFX. PE 11' COOPER RAND PIPE LILY MxIW Bm R.Mn I".') CAPPED CRUET 1 Bxn x9 us E I" Ni ROD 25mm (IN) AND 50m (2 I W!T®E10® EIMM RECYCLED WATER IRRIGATION L®amlcxxmYU v CROSS CONNECTION TEST STATION LMEIN EUERF WK-U9 Qrr� GALL: 8 TNO WORKING DAYS LEGEND (D RxTnwILAR VALVE BON W r TYRE LOGKINS LID Pai VENDORS. FEAT BRPM LID W'M'. QQ FlwVF SRPL&TOP OP M4U1. Q navl SasoR RR LEGBC. (D ewcK BsFVR ». aROd lI . N 6' MIN. DEPM YLL4ED CARAVEL. Q ) V Ai RNT CONTROL P CAA VYVTEM FAE , Q Nc MANAGERS RR TO MASTER HALVE I•BE EELS. 6 PLAN. ME -5 INSTALL AOM A E 9lD IRE WIRED TO DGHWZE TO ROW MODEST SASE AS fELVSSARY. FLOW METER Nn IN B MEAB Fi IN LAMA MIW. MTALL PLOW eEXYR AV WEEK ne MiGTR5 RED. RE TO IRW6Anp1 LONTPIXLFL TO BE RED L BLKK TO �NPNN� Q Nc 1445M. FIR,) BA VALVE FLO HPL9. BS ft., VALVE PROM INSTALL PDPFT@R LAS RE lI TO UNSIZB TV MAINLINE AS t6CP.5S , "Am GaI . %. LE»M V OF MIRE.N+ilsTL3V. I -V4'MR. 40 NC CONVERT TO mNFRdLHt. O FGX NAI[DEXOr CORRECT MY. MET OWES EWAL TO FLON METER SIM PENCE A LB Wai TO IO TIMES THE FLOW METER VISE. IG © FITTINGS ALL IN TINS LB 0. ran OZE EQIK TO FLOK Fc @R SIM FOR LENBnI SCSI M V nEBS THE FLOW TEENER SIZE, NO FUNNIMS ALLEAPI IN TINS LBGM. NOCCALE (DENVER MARC (D um L O2 SUBGRADE (D COLMUNIWTKKICABLEINCONDUR PURPLE PRO NFAPPLICABIE) OBVCKFILL -KKR TO SPECIFICATIONS O MAINLINE O XAPPSf.AF£ORSIRVCNPE O LOW VOLTAGE CONTRALWIflE- SUNDLEWIRM ANDAITACXTOPIF £AT101NTERVMS- PROVIDE BLACK PGA INC EXPANSION LOOP AT CHANGE IN DIRECTIONS OMDOUG 2'' MME AND BELOW FOR SOL M'01 10 DIRECTLY AND AND It ABOVE IMNL�RW.IHBTALL BUCK GRA LAWN AREAV. TYPE LOCKIILS[OVER FER LOWEEN6 MIME. OMANLINE O IEEMf/JDVCTILE IRON TEESIZE AS REQUIRED E S. OPINI QIC CIA. OCN.b NC CdPAT TO TRENCHING BT GRADe rta w MRUUx. nmLLER D 3 R(CI1e\V J1/0 -1 VO 5 6 2 OD 3 QC 1 O ORELTANGULAAWLI OCK O EDO EVENT THENTIFlER- RENDER TO CHARTS ABOVE OROUND VALVE BOX OCONTROLERID O3 1- I DENTIFICATION BRAN D - REFER TO CHART O6 STATION ID (IF APPLICABLE) ROUND RECTANGULAR VALVE BOX ITEM BALL VALVE COLOR PURPLE BRAND BVA REGULATOR PURPLE PRO MASTERVPLVE PURPLE MV -A FLOW SENSOR PURPLE FGA PULL BOX BLACK PGA CONTROLVALVE PURPLE RCVA#N GROUND ROD BUCK GRA ROUND VALVE BOX •�� EM QUICK COUPLER PURPLE t ANGLE VALVE PURPLE -I AIR RELEF PURPLE VALVE BOX BRANDING - RECYCLED WATER 17 SAN ELIJO JOINT POWERS N �OgpF °qpF a� AUTHORITY ,r / / CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN FROM: COUNTY of SAN DIEGOO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 ID O •�� OFINISH GRACE aO IBRESIFWNT SIDE AS REWIRED 7 2' III <' 6 -I DETERMINED BY FITTING END DIMETERS e• BRANCH SIDE ONLY UNLESS MElEEIS � ' N T O9 © 1 �$ SAP CRUSHED GRAVEL 10 LEEMW LV SERIES ARGUE VALVE 9 NOTES LEGEND ED AREP9,PW?X IN Oi RBLTAHE4l4t VALVE MN W T' O WIR B TC . CGL ]O' LAWN AREAV. TYPE LOCKIILS[OVER FER LOWEEN6 MIME. OMANLINE O IEEMf/JDVCTILE IRON TEESIZE AS REQUIRED E S. OPINI QIC CIA. OCN.b NC CdPAT TO TLMxPyyBD Pl IlL9q TYFII BT GRADe rta w MRUUx. nmLLER 6 O SRI END Of GdId11T W ATTACH SIGN TO MAST WITH STAINLESS STEEL MA6TER(gNTFq. VALVE F£R ItlNiV.RDENIW GC IT HUTRO LEGEND. REV. Iv0109 NOTES DWA, MDEL PI- AH- II -I]. BRICK y1FPCR». A REWIR ®. • 3' IN SERB AREA PL1.5N IN ITO WATER MURICT RECYCLED Lax ARIAS. O6' OGAS MIN DEPER HA91m SRAVEL ILL CGMROL VALVEVA O COM1PKl® EPRFX. MAT MAN CAP I' APART IN 5X M AA ©MA550R M A IT OF WALL SQUARE ALUMINUM FROM O SUBLICENSE COFFER PPON IRE. OMBWISE OFINISH DALKPLON. ' © e' MIN OEPM KA91m 6RAV¢L. O FVC MAINLINE TO FILW METER MAE ON NG MAINLINE PINT PROM SMALL �vwve. PIPE FER W45. BFE ODY sro. 1Pd' 1Pd' S DETAIL Ii QT dICK L(KK BY aFh RL ci�TS °oP Q MAINLINE PITNS MASTER VALVE I -5 ICEA5XW QUICK COUPLER VALVE - DOMESTIC O PoIOW& DITAISM StantlaN Detail MIDI RRF�ENCI staMartl DMail O 1 2 3 4 F CONTRACTOR TO C/KIx01NATECRO551NG OF ALL 12 11 5 v� MAINLINE �0 ar'M^ 10 1e' � 8 9 OROUND VALVE BOX - LIBEL PER BRANDING DERAIL O] SCHEDULE BO WCS XT COUNTING- INLET SIZE O MR I VACUUM RELIEF VALVE -REFER TO LEGEND O MAINLINE PJC ftI$FRINIEi 51$E LENGTH AS PEOUIPfD OFINISUGRADE O MAINLINE OSUBGRADE 1Q MMNLINETEECRIELL OVALVE BOX EXTENSIONS AS SPUN RED 11 W' CRUSHED GRAVEL -17 BEEP OMICKWPPORT- TWOREWMED 12 WATER IDENTIFIGTFJN TAG -AS REQUIRED AIR VACUUM RELIEF �s e O ,� Fi O WR HTtl. CqL ]O' SNOOPERS MR R PLAN VIEW ^ F 6 O ID TAB, LEGEND O MAINLINE FROM sPIRGE • CEMENT FER sFECS. SEND STANDARD DETAIL 1 -12. SIM PER SAWLY MAINLINE. HOTEB Ox CALL VALVE IN VALVE MN. SM STANDARD DETAIL 1 -9. O MAINLINE P DO DERH. L•W1 AREAS. O R@tlR UMROL VALVB IN VALVE EON. dAM1TY Mat PLAN INSTALL coxrxoL VuvES A HpVILE A GO sEPMhnCN BEhgll VALVE BONES SEES MIX. CPI �PRi 1�9XINE STANDARD DETAIL I -11. D Q CRACK Cp,P1LR VALVE IN VALVE BON. FFV 7AM A 13' xD*ED. sB np BERVEBI VALVE B045 IM DETAIL 1 -0. USB 191 TAR a! Pull- OO EDGEM MV.LK L4YR CU6, EEC. NOTES FULL/ 09 /8 /O9 PARALLEL TO EACH OTER AND FERFENDICULAY TO I -11 �.EEW 1WYKL CORM, ETC. SlantlaM LOCATE VALVES IN ORIUB /GYN6/ DOVER AFELAS NEPE 13 P0951ELE. REFF 121141 TYPICAL MANIFOLD LAYOUT I -18 16 verTxYBOF NUtI�IwABnm GtantlaN DelBil MOSOALE 31591 CONRAD Capistrano , San Juan Capistrmno, CA 926]5 R, J M °P Up w AXERJMtlesigrq;QP.mm MIGN [949]493 -2690 /ax [949] 493.2600 phone SPECIAL DISTRICT APPROVAL DI O suBGBPDE O SCHEDULE W END NIPRE -LENGM TO CLEAR ALVE BIDS OFINISH GRACE O MAINLINE OPRESYJREREGUNTOR- REFERTOLEGEND O9 MAINLINE SLIP COUPLING OROUND VALVE W%- LABEL FOR BRANDING DETAIL ID BRICKSUPPORT NIOREWIRED O$ WAIMISOMIFICATIONTAGASREQUIRED it 3Y'CRUSXEDGRAVEL -12 -DEEP VALVE BOX EXTENSIONS AS NECESSARY OVILVEBOX -ROUND O CCINECIION TO SUBMAINLINE OFINISH GRACE Oj IBRESIFWNT SIDE AS REWIRED LEEMLO LH SERIES FEDERALIST Mi SIZE 3 6 MNHLIHE DETERMINED BY FITTING END DIMETERS Q FINSX MAROMM CP6 MUSCLE BRANCH SIDE ONLY UNLESS MElEEIS � OTPVCPIPESLEEVE O9 IEEMCSO DUCTILE IRON ME 512E AS REQUIRED �$ SAP CRUSHED GRAVEL 10 LEEMW LV SERIES ARGUE VALVE PRESSURE REGULATOR LEEMCO TRANSITION TO SUB - MAINLINE Tj NOTE. QVIC OF TYPES AT RECrcLEC LEGEND 1 O RDLND vALSE MN W FMRRE O PRB- ASYFBLID alrnc COUPLER LOGKIXB T TYPE COVP3 P8R SIEMENS CAERE AS M4aIALNPED BY SKIS, TEATS MSv ONTO P.Rh MYN£L R- AI- I-II-I]. LID. �4 % % "LBbn1 RBSAR 9TAKB. Q FINSX MAROMM CP6 MUSCLE BRANCH SIDE ONLY UNLESS MElEEIS � FIALEDwIn11x THE PESTRUxi ZONE C£ O COMR'K1HT EA¢nl. Q WIGC CC4PLER VALVE PER LLCBO a- HILL 4 ANNOUNCE uLMREERDES. O M" ywcRTS A R lI , NOTES ©B "MN. 0.41N IMBX® 6RAYEL. ED AREP9,PW?X IN EURD LAWN AREAV. VSM © NG MNNLIR PINT FPdA BPLL OMANLINE O IEEMf/JDVCTILE IRON TEESIZE AS REQUIRED VALVE. TLMxPyyBD Pl IlL9q TYFII Q dKAC LOCK BY Di 6 Q TMIIUM E Plttlltl. ATTACH SIGN TO MAST WITH STAINLESS STEEL LGCKIHST TYPE COVER RTt REV. Iv0109 QUICK COUPLER VALVE - RECYCLED �I i c RECYCLED WATER SIGN 1 1 ENDS. RODITICHLL BONNETS BEYOND SON ENDS PRE REWIRED PER TIMES A' S B ra:M� W 1 PLANNING AND BUILDING R 3 DFPO ENDS REQUIRE RESTRAINTS ON M E 9' nAx TIGER REWIRE RESTRAINTS OXME U j BRANCH SIDE ONLY UNLESS MElEEIS � FIALEDwIn11x THE PESTRUxi ZONE C£ uI 0 a- HILL REDUCING TEES PEpWPE PEST1 W TITS ON uLMREERDES. ALL WLIILE IRON FRTINGSTO BE WRAPPED WITH POLYEMVLENE 5 MARCH IV OFMEPESTPRIMNE O LEEMCp OUCTLE OWN ELL TPE Fff1NG O E EURD LEFMLO LH SERIES RESTRAINT KIT -SIZE IH RESONANT - PEOUIBM ONLY IF MAINSTREAM 0 2 L OMANLINE O IEEMf/JDVCTILE IRON TEESIZE AS REQUIRED 6 p� 6 DRO1NO VFLVe BDx WeleeeNl ATTACH SIGN TO MAST WITH STAINLESS STEEL LGCKIHST TYPE COVER RTt 1 HARDWARE,TWOBCLTSMINIMUM DWA, MDEL PI- AH- II -I]. LID. ITO WATER MURICT RECYCLED Q FIWBX GRADE?OP OF MJLGI. OGAS VALVE 30% O COM1PKl® EPRFX. O1-1P'% M A IT OF WALL SQUARE ALUMINUM FROM O SUBLICENSE OFINISH GRACE O CONCRETE MOTOR WIN SLIGHT DIAGRAM RECYCLED WATER SIGN 4 1 ENDS. RODITICHLL BONNETS BEYOND SON ENDS PRE REWIRED PER TIMES A' S B ra:M� W 1 PLANNING AND BUILDING REWI RED ONMELARGER SIDE. �-(\ DFPO ENDS REQUIRE RESTRAINTS ON M E 9' nAx TIGER REWIRE RESTRAINTS OXME U j BRANCH SIDE ONLY UNLESS MElEEIS � FIALEDwIn11x THE PESTRUxi ZONE C£ T TA&EA'IN MVIUFALTUPfPAMWUAL a- HILL REDUCING TEES PEpWPE PEST1 W TITS ON uLMREERDES. ALL WLIILE IRON FRTINGSTO BE WRAPPED WITH POLYEMVLENE e 1A MARCH IV OFMEPESTPRIMNE O LEEMCp OUCTLE OWN ELL TPE Fff1NG O E EURD LEFMLO LH SERIES RESTRAINT KIT -SIZE IH RESONANT - PEOUIBM ONLY IF MAINSTREAM 0 2 L OMANLINE O IEEMf/JDVCTILE IRON TEESIZE AS REQUIRED 6 LEGEND DRO1NO VFLVe BDx WeleeeNl APR- A%eELED DMCK Cause LGCKIHST TYPE COVER RTt "HAS JOINT Ab M9NMAClLT@D BY %ECe. IEAi %LINO 'RKY ONTO DWA, MDEL PI- AH- II -I]. LID. O4 %%' L8l M R @AR STAKE. Q FIWBX GRADE?OP OF MJLGI. O WATER ILENIIFMAPON TAG - ASREWWED O SCHEDULE WPVC NIPRE -LEECH TOCLFAP VALVE 30% O COM1PKl® EPRFX. Q dICK [SUTLER VALVL RR LME10 4 SWEDEN. Q BWGK OIR'IXR5, 9REWIPEO. NOTES © e' MIN OEPM KA91m 6RAV¢L. AREAS. PASSAGE, FLOWN IN 1I'2 IN ANSI NG MAINLINE PINT PROM SMALL �vwve. `� COMPLAINT TAR d1 Pll 1Pd' 1Pd' S TNRe.DeD PIrnNeO. rTncAL. QT dICK L(KK BY aFh Q MAINLINE PITNS 0,6 ICEA5XW QUICK COUPLER VALVE - DOMESTIC I -10 3 staMartl DMail O canryllxl�nv umrelNDITmR�nRBm CROSSING VIEW CONTRACTOR TO C/KIx01NATECRO551NG OF ALL POROUS AND RECYCLED WATER PPE59VPE MAINLINES WITH WATER DISTRICTS FLEW INSPECTORS PRIgt iOiPEHCXIHG I MAINLINE �0 u• - = e 1e' � - CROSSING r nw -� 6 e LEGEND Oi �TAIINAR VANILLA! CAR W T O WR HTtl. CqL ]O' SNOOPERS MR -EMUS. O ID TAB, Q PINIBX ERADE rtCF C' WLG1. OO CONTROL VALVE REAL LESBNo Q MUCK BAPgR ». 6ISdIR ®. HOTEB Qs e• n11R DertT MAEII® GRAVEL. L•W1 AREAS. INSTALL coxrxoL VuvES A MIX. CPI �PRi 1�9XINE 0° we MAINLce PROM MAwFOLO D s+LL CALVE. xD*ED. ©TIRO V.TI94Y MARC! TO USB 191 TAR a! Pull- FULL/ 09 /8 /O9 REMOTE CONTROL VALVE I -11 SlantlaM Detall 13 awa�JolwAleSl.m RECYCLED WATER SIGN 4 90' BENDS REQUIRE RESTRAINTS ON BOTH ENDS. RODITICHLL BONNETS BEYOND SON ENDS PRE REWIRED PER TIMES A' S PUBLIC WORKS SPECIFIGTIWSMOHUAL. 2 PLANNING AND BUILDING ENGINEERING LE>vAi DIRE OF ENGINEERING DATE `^` ec PARKS AND RECREATION APPROVALS 'SUPERVISION OF RECD DED APPFy��p /5D: DATE: . t 1�c/ ".A. NO.: 2502 EXP.: 09/30/13 DATE DATE 1 2 3 4 4 90' BENDS REQUIRE RESTRAINTS ON BOTH ENDS. RODITICHLL BONNETS BEYOND SON ENDS PRE REWIRED PER TIMES A' S IN MW VFMNRERS MNIVAL AND SPECIFIGTIWSMOHUAL. 2 REDUCERS REWIRE RESTRAINTS W BOTISILE5, EMOTIONAL RESiRAINT$ME \ tl J T REWI RED ONMELARGER SIDE. �-(\ DFPO ENDS REQUIRE RESTRAINTS ON M E VPSMEPMSIDE � TIGER REWIRE RESTRAINTS OXME U j BRANCH SIDE ONLY UNLESS MElEEIS � FIALEDwIn11x THE PESTRUxi ZONE C£ ANOTHER FR11NG OR DEVICE . REFER TO TA&EA'IN MVIUFALTUPfPAMWUAL AND SPECIFICATIONS MANUAL REDUCING TEES PEpWPE PEST1 W TITS ON uLMREERDES. ALL WLIILE IRON FRTINGSTO BE WRAPPED WITH POLYEMVLENE ENCASEMENT PFR AWNA L105 MARCH IV OFMEPESTPRIMNE O LEEMCp OUCTLE OWN ELL TPE Fff1NG O E EURD LEFMLO LH SERIES RESTRAINT KIT -SIZE IH RESONANT - PEOUIBM ONLY IF MAINSTREAM 0 2 L OMANLINE O IEEMf/JDVCTILE IRON TEESIZE AS REQUIRED OLB RESTRAINT - SIZE A9 PEpUIPEO LEEMCO JOINT RESTRAINTS 0 1 2 3 4 5 f Hz R 10 B 6 ] 6 PE 1 C OBMIVRVEREFER 701EGEND O] PVC AS- ELL REFER NLEGEND O WATER ILENIIFMAPON TAG - ASREWWED O SCHEDULE WPVC NIPRE -LEECH TOCLFAP VALVE 30% OFINISH GRACE O&LICK SUPPORTS iOURPEpMRW (D SUBGRADE 10 YI'LRUSHFD GRAVEL - 12'DEEP OSIMMONS 11 SCHEDULE GO END SIMPLE - 3'LENGTH BALL VALVE 1 1 1 F 2 8 8 2 1Pd' 1Pd' S S'tl 9 9iC 0,6 3 4 5 SECTION VIEW C CROSSING VIEW CONTRACTOR TO C/KIx01NATECRO551NG OF ALL POROUS AND RECYCLED WATER PPE59VPE MAINLINES WITH WATER DISTRICTS FLEW INSPECTORS PRIgt iOiPEHCXIHG O FINISH GPPLf O REYC CLED WAIERIPRIG4TIW PRESSURE MAINLINE Po li 9EWFRNE- WMPALiORN O 9UBGPPDE O d LOCATE OVCMFSTICSERNCE LINE CONTRACTOR iO OMAINTMN ICY Xgx120MAL9EPAR4MIH LOGIE PoSNION PURPLE RECYCLED WATER INTENTION PRESSURE IRRIGATIW PRESSUREMAINN LE EiOBESCNE05 CROSSING ENCINITAS FIRE DEPARTMENT CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ENCINITAS COMMUNITY PARK IRRIGATION DETAILS PLANNING CASE N0: 04_197 MUP /DR /CDR /ETA L -4.5 DRAWING NO. 10630 -G OOn ED N I V 1t) d mx a a 1i OU Z . Z�Oo aa¢� :OaF­n OUVIOI K d � O Z U � Z � o � z Maam wUD 'z M °r,'zo ¢nuaia FIR cq a Q O O G x m O d n6 Ul Gq QL 0 5�< To E i BE AL Q 0 o �a N 3R o 3R I ¢ n o n POST AND CONDUIT TO BE PAINTED SAME COLOR AND SPEC. AS TUBULAR STEEL FENCING SUBMIT COLOR SAMPLES TO CITY UBEIPERMANDING SCHEDULE WPVCFERALEPDPPT GRILL W DM HOLE FOR ANTENNAE WIRE . sEAL O 4� T HOLE TO PREVENT WATER INmUSION OWNTRGLERYr 8i O1 -lit GALVANUED STEEL CAP O11 1 R 3 10 i 9 8 2 (D 1 -1 R' SCHEDULE 9 PVC LONG SA+FEPS AT ALL ip 1- lit SCHEDULE ME NO FEMALE ADAI'IER 3 CHANGES IN DIRECTION O BRICK SUPPORT - TWO REQUIRED OCALSENSE ANTENNAE KIT 11 1 1S GA IffO STEEL PIPE 10 MOUNTING HARDWARE INCLUDED WITH ANTENNNE 1R XB SOLID COPPER GROUND WIRE. BOLTER 0 KIT - INSTALLPER MANUFACTURER INSTRUCTIONS REOWir CLkMP70 GALVANIZED PIPE ANTENNAECABLE SHAPEFORERIPLINEANDSEAL SMXWE GROUND ROD IN CIRCULARVALVE W% 6 WNH VAPOR WRAP INCLUDED WIFE ANTENNA NO) ROTEB: LMEL'HUEGR' CALSENSE RADIO HUB ANTENNAE C MINIMUM C LENGTH TO EXTEND INTO VALVE BOX MP%IMUM FLOW FOR EACH VALVE IS 30 GPM O EDGE OF PAVING O CONNECT WAIN NETAFIM R -THE GREEN TEE FILING 9 PVC TATAS TEE WE IT NETAFIM PVC FLUSH VALY£ IN ROUND VALVE W%- ONE PER OSCHEDULE TLOTHNADAPTERB O ESCROW SCHEDULE 9 PVC 84XT WE WITH NETAFIM NETAFIM CV TOWLINE -REFER TO LEGEND - STAKE 0 TW751AADAPTER-TVIOPERROW 9 AT W OC. 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Oj FINISXGUDE O$ MAKE% STREET ELL INLET SEE OSUBGRADE O SCHEDULE W NIPPLE- LENGTH AS REWIRED OHARPSCAPEIPVMERSEPARATIWHEADER- O SCHEDULE 40 BRAT ME OR ELL REFER TO MATRIX FOR OFFSET DISTANCE OSPRAYHEADPOPUP- REFERTOLEGEND O AMC LATERAL LINE SIZE PER FLAN SPRAY POP UP - SLOPE BASE 30 CURB K RE Oj FINISHGRADE O SCNEDULECSTREETELL INLETSUE OSUBGRADE O SCHEDULE WPUCNIPPLELENGTHASREOUIRED OHARWCAPEIPLPNIERSEPAIUTICNHEA DER- O SCHEDULE 40 PVC SPGT ME OR ELBOW REHERTO MATRIX FOR OFFSET DISTANCE Oq ROTORPOPUP REFERNIEGEND O LATERAL LINE SIMPER PUN ROTOR POP UP 23 SUBGRYDE FINISH MADE HARDSCAFE I PLANTER SEPARATION HEADER REFER TO MATRIX FOR OFFSET DISTANCE SERI - HEFEV TO LEGEND W% OFFMT% SIDERALKICUM AIR O$ MARLE%STREET ELL INLET SIZE OSCHEDULE W WC NIPPLE- LENGTHI Oj SCHEDULE W ABC SPOT TEE OR ELL OLATERAL LINE SIff FERPUN POP UP SPRAY BODY zs UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS Q , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT /� AUTHORITY %, l— /j'l�f�.: San 31591 Juan Caps CRpislrCA �U, sir e San JuanCapislmno,CA926]5 DE81BN N www.RJMEesgHgroup.Wm BRWP Jp [949]49TWO WORKING DAYS SIGN DATE 1 [949] 4932600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP�§ D: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: �+Fxx2 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION DETAILS L -4.6 SHEET1120F2011 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA ROTOR ON GRADE (25)1 O SPRAY HEAL- REEERiOLEGENO O SCHEDULE ME HIPPIE- SPRAY INLET SIZE - LENGTH s REQUIRED OSTAINLESS STEEL EWE CUMP Oj SCHEWLE40UVRSSTME OM R MR STABLIIER9UM TO ME DEPTH OFIHISXGADE GWATER ICEMIFFATON TAG -AS REWIRED O9 SUBGRAOE (S` 1 INHNECHECKVALVE -SPRAY INLETSIZE SPRAY ON GRADE - SLOPE 31 SIDEWAlKlCVRB 24T OFINISHGRADE O SCHEDULE W NIPPLE LENGTH AS REWIRED OSUBGRADE O SCHEDULE40WxTTEEORELL OROTOR POP UP- REFER TO LEGEND O] LATERAL LINE - SIZE PER PLAN O SCHEDULE W PVC STREET Ell. - INLET SIff O HARDWAREIRANTERSEPARATIONHEADER- REFER TO MATRIX FOR OFFSET DISTANCE ROTOR POP UP - SLOPE BASE 24 f "RU 6. Oj FINISXGUDE O$ MAKE% STREET ELL INLET SEE OSUBGRADE O SCHEDULE W NIPPLE- LENGTH AS REWIRED OHARPSCAPEIPVMERSEPARATIWHEADER- O SCHEDULE 40 BRAT ME OR ELL REFER TO MATRIX FOR OFFSET DISTANCE OSPRAYHEADPOPUP- REFERTOLEGEND O AMC LATERAL LINE SIZE PER FLAN SPRAY POP UP - SLOPE BASE 30 CURB K RE Oj FINISHGRADE O SCNEDULECSTREETELL INLETSUE OSUBGRADE O SCHEDULE WPUCNIPPLELENGTHASREOUIRED OHARWCAPEIPLPNIERSEPAIUTICNHEA DER- O SCHEDULE 40 PVC SPGT ME OR ELBOW REHERTO MATRIX FOR OFFSET DISTANCE Oq ROTORPOPUP REFERNIEGEND O LATERAL LINE SIMPER PUN ROTOR POP UP 23 SUBGRYDE FINISH MADE HARDSCAFE I PLANTER SEPARATION HEADER REFER TO MATRIX FOR OFFSET DISTANCE SERI - HEFEV TO LEGEND W% OFFMT% SIDERALKICUM AIR O$ MARLE%STREET ELL INLET SIZE OSCHEDULE W WC NIPPLE- LENGTHI Oj SCHEDULE W ABC SPOT TEE OR ELL OLATERAL LINE SIff FERPUN POP UP SPRAY BODY zs UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS Q , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT /� AUTHORITY %, l— /j'l�f�.: San 31591 Juan Caps CRpislrCA �U, sir e San JuanCapislmno,CA926]5 DE81BN N www.RJMEesgHgroup.Wm BRWP Jp [949]49TWO WORKING DAYS SIGN DATE 1 [949] 4932600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP�§ D: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: �+Fxx2 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION DETAILS L -4.6 SHEET1120F2011 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA OFINISHGRADE O SCHEDULE W NIPPLE LENGTH AS REWIRED OSUBGRADE O SCHEDULE40WxTTEEORELL OROTOR POP UP- REFER TO LEGEND O] LATERAL LINE - SIZE PER PLAN O SCHEDULE W PVC STREET Ell. - INLET SIff O HARDWAREIRANTERSEPARATIONHEADER- REFER TO MATRIX FOR OFFSET DISTANCE ROTOR POP UP - SLOPE BASE 24 f "RU 6. Oj FINISXGUDE O$ MAKE% STREET ELL INLET SEE OSUBGRADE O SCHEDULE W NIPPLE- LENGTH AS REWIRED OHARPSCAPEIPVMERSEPARATIWHEADER- O SCHEDULE 40 BRAT ME OR ELL REFER TO MATRIX FOR OFFSET DISTANCE OSPRAYHEADPOPUP- REFERTOLEGEND O AMC LATERAL LINE SIZE PER FLAN SPRAY POP UP - SLOPE BASE 30 CURB K RE Oj FINISHGRADE O SCNEDULECSTREETELL INLETSUE OSUBGRADE O SCHEDULE WPUCNIPPLELENGTHASREOUIRED OHARWCAPEIPLPNIERSEPAIUTICNHEA DER- O SCHEDULE 40 PVC SPGT ME OR ELBOW REHERTO MATRIX FOR OFFSET DISTANCE Oq ROTORPOPUP REFERNIEGEND O LATERAL LINE SIMPER PUN ROTOR POP UP 23 SUBGRYDE FINISH MADE HARDSCAFE I PLANTER SEPARATION HEADER REFER TO MATRIX FOR OFFSET DISTANCE SERI - HEFEV TO LEGEND W% OFFMT% SIDERALKICUM AIR O$ MARLE%STREET ELL INLET SIZE OSCHEDULE W WC NIPPLE- LENGTHI Oj SCHEDULE W ABC SPOT TEE OR ELL OLATERAL LINE SIff FERPUN POP UP SPRAY BODY zs UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS Q , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT /� AUTHORITY %, l— /j'l�f�.: San 31591 Juan Caps CRpislrCA �U, sir e San JuanCapislmno,CA926]5 DE81BN N www.RJMEesgHgroup.Wm BRWP Jp [949]49TWO WORKING DAYS SIGN DATE 1 [949] 4932600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP�§ D: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: �+Fxx2 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION DETAILS L -4.6 SHEET1120F2011 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA Oj FINISHGRADE O SCNEDULECSTREETELL INLETSUE OSUBGRADE O SCHEDULE WPUCNIPPLELENGTHASREOUIRED OHARWCAPEIPLPNIERSEPAIUTICNHEA DER- O SCHEDULE 40 PVC SPGT ME OR ELBOW REHERTO MATRIX FOR OFFSET DISTANCE Oq ROTORPOPUP REFERNIEGEND O LATERAL LINE SIMPER PUN ROTOR POP UP 23 SUBGRYDE FINISH MADE HARDSCAFE I PLANTER SEPARATION HEADER REFER TO MATRIX FOR OFFSET DISTANCE SERI - HEFEV TO LEGEND W% OFFMT% SIDERALKICUM AIR O$ MARLE%STREET ELL INLET SIZE OSCHEDULE W WC NIPPLE- LENGTHI Oj SCHEDULE W ABC SPOT TEE OR ELL OLATERAL LINE SIff FERPUN POP UP SPRAY BODY zs UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS Q , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT /� AUTHORITY %, l— /j'l�f�.: San 31591 Juan Caps CRpislrCA �U, sir e San JuanCapislmno,CA926]5 DE81BN N www.RJMEesgHgroup.Wm BRWP Jp [949]49TWO WORKING DAYS SIGN DATE 1 [949] 4932600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP�§ D: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: �+Fxx2 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION DETAILS L -4.6 SHEET1120F2011 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA SUBGRYDE FINISH MADE HARDSCAFE I PLANTER SEPARATION HEADER REFER TO MATRIX FOR OFFSET DISTANCE SERI - HEFEV TO LEGEND W% OFFMT% SIDERALKICUM AIR O$ MARLE%STREET ELL INLET SIZE OSCHEDULE W WC NIPPLE- LENGTHI Oj SCHEDULE W ABC SPOT TEE OR ELL OLATERAL LINE SIff FERPUN POP UP SPRAY BODY zs UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS Q , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT /� AUTHORITY %, l— /j'l�f�.: San 31591 Juan Caps CRpislrCA �U, sir e San JuanCapislmno,CA926]5 DE81BN N www.RJMEesgHgroup.Wm BRWP Jp [949]49TWO WORKING DAYS SIGN DATE 1 [949] 4932600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP�§ D: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: �+Fxx2 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION DETAILS L -4.6 SHEET1120F2011 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA O$ MARLE%STREET ELL INLET SIZE OSCHEDULE W WC NIPPLE- LENGTHI Oj SCHEDULE W ABC SPOT TEE OR ELL OLATERAL LINE SIff FERPUN POP UP SPRAY BODY zs UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS Q , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT /� AUTHORITY %, l— /j'l�f�.: San 31591 Juan Caps CRpislrCA �U, sir e San JuanCapislmno,CA926]5 DE81BN N www.RJMEesgHgroup.Wm BRWP Jp [949]49TWO WORKING DAYS SIGN DATE 1 [949] 4932600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP�§ D: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: �+Fxx2 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE IRRIGATION DETAILS L -4.6 SHEET1120F2011 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA a a a 0 0 s or :m °o E' a 80 o� � a E i r G s; o �a z N z o ¢ n o� B05 I r � C' eYV•E...e I a / / r L � + r t� lr VO K M 0 / I r � y ro � 060601 1201 240 HYDROZONE LEGEND TURF NTURFAPEAREWATER USE (WARM SHEET NOTES SEASON TURFGRASS)WATER USE LABELED AS ZONE 1 IN WATER CALCULATIONS REFER TO THE FOLLOWING SHEETS FOR ®MODERATE WATER USE LANDSCAPE AREA- RECYCLED WATER USE EXHIBIT A -02 AND A-03 LABELED AS ZONE 2 I WATER CALCULATIONS IRRIGATION PLANS L3.00 - 3.15 IRRIGATION LEGEND- RECYCLED USE AREAS - 4.1 -4.2 LOW WATER USE LANDSCAPE AREA IRRIGATION LEGEND- DOMESTIC USE AREAS -4.3 LABELED AS ZONE 3 IN WATER CALCULATIONS IRRIGATION PUMP AND FILTER DETAILS -4.4 IRRIGATION DETAILS - 4.5 -4.6 NOTE: ALL LANDSCAPE IS CONSIDERED •SPECIAL LANDSCAPE AREA" HYDROZONE MAP AND CALCULATIONS -4.7 DUE TO 10M IRRIGATION WITH RECYCLED WATER. UNDERGROUND 5ERViOE ALERT SAN ELIJO JOINT POWERS � °qpF a y u DE$IBN PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G1LL: AUTHORITY , 31691C Capi , San Juan Caps slmno ,CA 926]5 Or .RJ m BRWP mA a 1949]493 -2690 /ax TWO WORKING DAYS SIGN DATE 9�F F;f1`' [949] 49 Rj M BEFORE .2600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE RE YOU DIG r •�: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: Oc 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED AP_ D: LocnnoN: SEE SHEET c -o.1 HORIZONTAL DATE: '- i�lcr�k _ ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LAWNY P. AN, L.L.A. EXP.: 09/30/13 DnrE DATE IRRIGATION HYDROZONE MAP L -4.7 SHEET1130F 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA .S.y _ • ..tii•S t a{ i• Xi' 3'KS.✓it YF i••Ey: -YFSF} � •j;5•F iV•yi my �: SFFFR •t.�_tY'Yt tiAt�wt..Y h �i. F' .t .0 F 5:+ tom. _ lr VO K M 0 / I r � y ro � 060601 1201 240 HYDROZONE LEGEND TURF NTURFAPEAREWATER USE (WARM SHEET NOTES SEASON TURFGRASS)WATER USE LABELED AS ZONE 1 IN WATER CALCULATIONS REFER TO THE FOLLOWING SHEETS FOR ®MODERATE WATER USE LANDSCAPE AREA- RECYCLED WATER USE EXHIBIT A -02 AND A-03 LABELED AS ZONE 2 I WATER CALCULATIONS IRRIGATION PLANS L3.00 - 3.15 IRRIGATION LEGEND- RECYCLED USE AREAS - 4.1 -4.2 LOW WATER USE LANDSCAPE AREA IRRIGATION LEGEND- DOMESTIC USE AREAS -4.3 LABELED AS ZONE 3 IN WATER CALCULATIONS IRRIGATION PUMP AND FILTER DETAILS -4.4 IRRIGATION DETAILS - 4.5 -4.6 NOTE: ALL LANDSCAPE IS CONSIDERED •SPECIAL LANDSCAPE AREA" HYDROZONE MAP AND CALCULATIONS -4.7 DUE TO 10M IRRIGATION WITH RECYCLED WATER. UNDERGROUND 5ERViOE ALERT SAN ELIJO JOINT POWERS � °qpF a y u DE$IBN PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G1LL: AUTHORITY , 31691C Capi , San Juan Caps slmno ,CA 926]5 Or .RJ m BRWP mA a 1949]493 -2690 /ax TWO WORKING DAYS SIGN DATE 9�F F;f1`' [949] 49 Rj M BEFORE .2600 phone SIGN DATE SIGN DATE DIRE OF ENGINEERING DATE SIGN DATE RE YOU DIG r •�: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: Oc 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED AP_ D: LocnnoN: SEE SHEET c -o.1 HORIZONTAL DATE: '- i�lcr�k _ ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LAWNY P. AN, L.L.A. EXP.: 09/30/13 DnrE DATE IRRIGATION HYDROZONE MAP L -4.7 SHEET1130F 201 PLANNING CASE NO: 04_197 MUP /DR /CDP /EIA d N Y OO ^ O �a i E n � 8$ rc m �a 0 as n n 9� c .. 9a �o xN 0 Q N rc n on I 1 I I I (D I I I I I I I I II y 11 I I tll 1 I I I I I I 0 1 J i i i I I G o 1 I II -- 1 / I 0 0 3 1 I -_ ____ ____ _____ r I I x I I / ------- - - - - -- -- ------ -- ----- - - x ' I X I I I I I 0 I �= I L__ 7 II / I I — I L x ----- - - - - -- 1 I i _ 1 I SCALE: 1" =20' 20 10 0 20 40 II I II 00 0 I II 0 O I I MHO; II —mNOL I �� 'i I I I II 1 N 1 kf' � I `a I dw 1 H ati 1 W %I 1WI I 1 W I 1 1 W I X-1 Q 1 1 1 ' x 1 1 /1 f x UNDERGROUND 55FFVICE ALERT SAN ELIJO JOINT POWERS `APF , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT a' a sy 31591 Camino Capistrano ®�, Rj M 3 San Juan Capistrano, CA 92675 DESIGN F xu� 811 a a vrew.R3- 2,.gn,Mup.00m GROUP 1x'IpC.J wa a 19 4 91 49 8 -2fi90 fax TWO WORKING DAYS SIGN DATE 9�E fdF' 19 4 91 49 3 -2fi00 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU Die CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIE�ED BY: 1 DRAWN sBYFF CHECKSEO Y: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED APPR���p LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: a 1°1r+d 7 _ ENCINITAS COMMUNITY PARK 10630 =13 .A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09 30 13 DATE DATE TREE PLAN L.5.1 SHEET1140F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA u 6 O O J D. i 9 E my tm i vn e cz � a ,o �a c u, 0 a n v n 1 11 II It 1 it 1 _ � 1 _ - -i �TTISEESgEET . lo�� ►r�� - o o _--- - - - - -- 2" GAS- -- L_I 1 11 1 1 1 / 1 I / 1 B4' I I � 11 I X 1 I 1 I _ A- I r 1 a lO m S� Q It 1 1 11 1 11 24' t I , I� I I I I I I I I I I It I I III I I I III-- -I r- I O%\ I BY OTHERS __- ___ - - AS 1_- _ \ — _ — — ___ 3� fir = = =� _ qIjr g r r -1�i gal / T -3 �S! 1 4 \T Q9 1 ///7iT / T I T-15 as EXI5TIN6 TREE TO RE IN. PROTECT IN PLACE. VERIFY FUEL LOCATION: Oleo europea - OLIVE E EXISTING TREE T REMAIN. PROTECT IN PLACE. Y FIELD LOCATION: ko bllo - MAIDENHAIR TREE EXI5TIN5 TREE TO REMAIN. PROTECT IN PLACE, VERIFY FIELD LOCATION: Erythrina sap. - CORAL TREE EXISTING TREE TO REMAIN. PROTE IN PLACE. VERIFY FIELD LOCATIO (2) - Archontophoanix cumminhg Iona - KING PALM ---- APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL — RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NCVD 29 l5gol /i l5gal 31591 CaMno Capistrano San Juan Capistrano, CA 92675 �� GROUP w .RJMdeslgngmup.mm DESIGN [949[ 493 -2690 fax [949[ 493 -2600 phone SPECIAL DISTRICT APPROVAL DE I109 I � _l I I------_—r--- -------- _______ --- ___�___� ___ C SKATE PARK - BASE BID, SEE SHEET L -6.2 FOR BID ALT# 5A,SEE SHEET LBA - 8.1 FOR BID ALT# 5B,SEE SHEET LBA - 8.2 FOR BID ALT# 5C,SEE SHEET LBA - 8.3 ��/ PUBLIC WORKS DATE: Avele 1 ".A. NO.: 2502 EXP.: 09/30/13 0U 1 r�ss ,I I 1 1 -a ° w� W I�a � U� d� PLAMIW le•OD mm •0IM NI! Elm oM Imal ago coaoim 5nvaxB Lu •!.l �f{/�,[$� //JT�/ \��J� \JJ CMAMEA PRMATP 0' BT t LOW Sro. AY'" I� Xic N ELL! PALM MATGX® ]O' pIA JU T4 G0. 1I'wX ax 0K «rroW 8 STV. IIATGFIEO TWO WORKING DAYS EI BEFORE YOU DIG CHANGE NO. DESCRIPTION I , I� I I I I I I I I I I It I I III I I I III-- -I r- I O%\ I BY OTHERS __- ___ - - AS 1_- _ \ — _ — — ___ 3� fir = = =� _ qIjr g r r -1�i gal / T -3 �S! 1 4 \T Q9 1 ///7iT / T I T-15 as EXI5TIN6 TREE TO RE IN. PROTECT IN PLACE. VERIFY FUEL LOCATION: Oleo europea - OLIVE E EXISTING TREE T REMAIN. PROTECT IN PLACE. Y FIELD LOCATION: ko bllo - MAIDENHAIR TREE EXI5TIN5 TREE TO REMAIN. PROTECT IN PLACE, VERIFY FIELD LOCATION: Erythrina sap. - CORAL TREE EXISTING TREE TO REMAIN. PROTE IN PLACE. VERIFY FIELD LOCATIO (2) - Archontophoanix cumminhg Iona - KING PALM ---- APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL — RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NCVD 29 l5gol /i l5gal 31591 CaMno Capistrano San Juan Capistrano, CA 92675 �� GROUP w .RJMdeslgngmup.mm DESIGN [949[ 493 -2690 fax [949[ 493 -2600 phone SPECIAL DISTRICT APPROVAL DE I109 I � _l I I------_—r--- -------- _______ --- ___�___� ___ C SKATE PARK - BASE BID, SEE SHEET L -6.2 FOR BID ALT# 5A,SEE SHEET LBA - 8.1 FOR BID ALT# 5B,SEE SHEET LBA - 8.2 FOR BID ALT# 5C,SEE SHEET LBA - 8.3 ��/ PUBLIC WORKS DATE: Avele 1 ".A. NO.: 2502 EXP.: 09/30/13 0U 1 r�ss ,I I 1 1 -a ° w� W I�a � U� d� PLAMIW le•OD mm •0IM NI! Elm oM Imal ago coaoim 5nvaxB Lu •!.l �f{/�,[$� //JT�/ \��J� \JJ CMAMEA PRMATP 0' BT t LOW Sro. AY'" I� Xic N ELL! PALM MATGX® ]O' pIA JU T4 cRG15 CGGIOB?KI9 YSSTERN RED my 1I'wX ax 0K 5 I LOw STV. IIATGFIEO 20 VIA, EI " 1`1ueN06Xm 2490% / IM1SAL 41e/34 STV, T-5 'NA' - NATU 24'60% / 1 56AL 24/12 MOD, MAT 25' DIA. 'N" - 'NSLAPGRM 24WX / ISSAL S /T T7 FW>BIIX MUo. NATA 10'6T t SBEBAL DAR PALM MW, 20•p1a PINS TGPINE 34.60% In STV. TORI Tj PSTAa HIE IS BPL, 1 LW IMSTO, 90'pIA. CHINESIAGNINENVl9 3Y60X t0 STD. T< CHINESE PISTAGE IS SAL. 59 �' MATGNm 90' pIA. T -t PIATPHB ROIRIL-5A 34' wX SO STD. G IFOgUASfrf M1 15 SAL, 54 MOO. MATG W' VIA. Ile 62 F4RR6 6AL, MOO, IIATCHE D 25 VIA. AlusT OozAT FLOYL INS FEPlz IS GAL TO roFD VIA, I- TANAHIR 3OX IDS M 15 ASRROLIA 2a' EO% 24 sro, T -10 tlEFL1AST LIVE VIA Low MATGIIEp 30 VIA. SYIBRI9 ROMNIZOFFIPNM STp. t -u ml91 PAM IB' 6T n 25 MGO. TU 20' VIA T 2 guswA sEnw.TA vILLASE erEEN' 15 fioX Is Low MAicroi� So' p1P. SAYLIM ZRKOVA ISBAL. 19 PLtiOGMRS BRKILIOR 34' 60% Sro' 2 T -19 �� PIIE IS BAL. 20 MOO. MATµ® 50' plA. _9 4£LR61TLAM BIPINIATP 24'60% 4 VOID. 91V. 1 NINESE FLAME TPEE IS BP L. S 0 MATµ® 50' pIA. O TIS PFWNS HARIM• 25'60% E STV. NCR IS BPL 92 MOD. MASTV. 50' pIA. ., 8 FOR PLANTING IN5TAL.ATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8• -0' OF ANY HARDSCAPE ELEMENT (SIDE1ALK5, WALLS, D.6., PAVERS, CURBS, ETC_) SHALL RECEIVE A ROOT BARRIER BY 'DEEP ROOT CORP" M14) 89b -0H 5. INSTALL A SUB -PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL q SHEET L -tl. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 51ZE/BRANCHING CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE 419 ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. OTHE OUANTITIBS SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. bO IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS J� AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE IQ ON PLANTING i LEGEND AND NOTES 514EET. *COMPLETE PLANTING LEGEND FEiR SHEET L -"I.O NORTH SCALE: 1" =20' 20 10 0 20 40 PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t \4t�c.J ION DATE DIRE (jI0 OE ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECD DED APP u� ENCINITAS COMMUNITY PARK 10630 -G DATE DATE TREE PLAN L -5.2 SHEETL15OF2011 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a o p 9r „l o �a E B$ M 0 �a S a6 �o �a 9¢ a z„ =D a� o� MATCHLINE SEE SHEET L-5.2 dP /' N I I I � I��I � .1 � • T I iP.�. I, 1� = = 0" = ME TWO WORKING DAYS BEFORE YOU D16 CHANGE NO.1 DESCRIPTION APPROVED DATE II � II •2411 1 MATCHLINE SEE SHEET L -5.5 —---------------------------------- 4 L. ; 60T,NGA,. „AtT YMIOf T -I ERNEP AMMT V 6T L A P sro. ' IN IGAN BILE PPLM H MATGID 30 DIA. 1 �� MNrsTOareE N eD% In ro. IR PNC 6 LOw HATCHED 50' VIA , IU T3 PISIICMIIEX515 34 "W% 10 Sro. ' GIIIIY I•bTPC14 IS fill. 44 11B®D. MATOED SD' VIA T -T fLATAWS RALEMOSh 34 "W% W lGD. PSro. ' CA-II SYOAMLRE IS BIL. 54 M OED P; PIA HYMIS CER/51FERP 34" 1% 6 PSro. 1' RIRM2 LEAP PLUM IS BAL. 63 MBD. M CIED D' DIP. 1 q ARTS GP1L F-OHA I" II NryY-E' 34" 1% ICS roD. M Sro. D D DIP. ARISTOCRAT FLOYERIHS P£PR IS BAL. t0 ' r IO p�HYA5 AbRIPoLIA i4" BOX 34 PTD. ' COAST LIVE OAK LqV MATCIID 9B' DIA. _II AbM15 W9FFINMI 16 or 35 HOV MATGID W VIIA. ' i _ KOVA SIRRATA vILLAEE 6F[T• 24' CO% 16 sro. 1 II I SAWLEAF ZEL NA IS SAL, IS LqY NATUED 90'DIA. NA DOOARM56RACILIBR S46Wx 114 STD. ' MiD. MATCIED EO'DIA. ® p T-ld K06RMRIA BIMNNATA 34" BOX 4 Sro. 1 OIIIESE MI TRUM 1511 6 NOV, MATUED 50' VIA, ® y\ O 1 1 GO NA \ S ARBIN MRIN 34" BO% a Sro 180X300 • IS 641. 42 MDD, MPSTP, SD' DIA A I \ —4 ® — FA DST TRA1L = _ FLAI NOTES 8 FOR PLANTING INSTALLATION NOTES SEE PLANTIN6 DETAIL SHEET. 3 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN V­0" OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS, CURBS, ETC..) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP' (714) 898 -0863. INSTALL A SUE-PANEL BARRIER 10'-O" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET L -TI. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZEBRANCMIN6 CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE 19 ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. OTHE OUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY, CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE FLANTINB NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE KITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S J� AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTINS NOTE I9 ON FLANTINB 7 LEGEND AND NOTES SHEET. *COMPLETE PLANTING LEGEND PER SHEET L -1.0 TO RASPY GROWER ;yi, 1 owers FBI ELM \y COX MIN kv SEWER EASEM NT RASPY GRO*S MATCHLINE SEE SHEET L-5.4 Inns .p n ALI 6UKI San Juan Capistrano, CA 9M75 1W / 1I� GRIXjp (� •- ' I ' Rj M SIGN DATE [949149: DIREQFQR` OF ENGINEERING DATE -ENGINEERING ' _ _ 1 ..• 0�� 1 • ..• • 1 1 DESCRIPTION DO 0019 PLANS PREPARED • • • 1 , /�I 5 r.1 1 - 1 1 HORIZONTAL RECORD -. M: COUNTY OF SAN DIEGO NO 0 ELEVATION: 215640 DATUM:NGVD 29 1 TREE PLAN PLANNING CASE NO: 04 -197 MUP /DR /CDP /EI4 �J✓" r3 GERGIS DGGIDENTALIS vESreRN RED ao D% Is 9A s t Low S MACMD 0DIA . v, W LA6ERSTROEMIA% FALRIEI XYERID3. iU T -S "W.' - N T:I zl 2,MBoX / ISBIL 34 / 134 M^iD. MATCIED 35' DIA. •rv•- 'rv3CPRCRA' ]a'COx /IwK T/S -a RECLINATA 10'T t Sro. IIII SENEGAL DATE PALM NOV, MATGED 30' VIA, I� �� MNrsTOareE N eD% In ro. IR PNC 6 LOw HATCHED 50' VIA , IU T3 PISIICMIIEX515 34 "W% 10 Sro. ' GIIIIY I•bTPC14 IS fill. 44 11B®D. MATOED SD' VIA T -T fLATAWS RALEMOSh 34 "W% W lGD. PSro. ' CA-II SYOAMLRE IS BIL. 54 M OED P; PIA HYMIS CER/51FERP 34" 1% 6 PSro. 1' RIRM2 LEAP PLUM IS BAL. 63 MBD. M CIED D' DIP. 1 q ARTS GP1L F-OHA I" II NryY-E' 34" 1% ICS roD. M Sro. D D DIP. ARISTOCRAT FLOYERIHS P£PR IS BAL. t0 ' r IO p�HYA5 AbRIPoLIA i4" BOX 34 PTD. ' COAST LIVE OAK LqV MATCIID 9B' DIA. _II AbM15 W9FFINMI 16 or 35 HOV MATGID W VIIA. ' i _ KOVA SIRRATA vILLAEE 6F[T• 24' CO% 16 sro. 1 II I SAWLEAF ZEL NA IS SAL, IS LqY NATUED 90'DIA. NA DOOARM56RACILIBR S46Wx 114 STD. ' MiD. MATCIED EO'DIA. ® p T-ld K06RMRIA BIMNNATA 34" BOX 4 Sro. 1 OIIIESE MI TRUM 1511 6 NOV, MATUED 50' VIA, ® y\ O 1 1 GO NA \ S ARBIN MRIN 34" BO% a Sro 180X300 • IS 641. 42 MDD, MPSTP, SD' DIA A I \ —4 ® — FA DST TRA1L = _ FLAI NOTES 8 FOR PLANTING INSTALLATION NOTES SEE PLANTIN6 DETAIL SHEET. 3 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN V­0" OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS, CURBS, ETC..) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP' (714) 898 -0863. INSTALL A SUE-PANEL BARRIER 10'-O" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET L -TI. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZEBRANCMIN6 CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE 19 ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. OTHE OUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY, CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE FLANTINB NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE KITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S J� AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTINS NOTE I9 ON FLANTINB 7 LEGEND AND NOTES SHEET. *COMPLETE PLANTING LEGEND PER SHEET L -1.0 TO RASPY GROWER ;yi, 1 owers FBI ELM \y COX MIN kv SEWER EASEM NT RASPY GRO*S MATCHLINE SEE SHEET L-5.4 Inns .p n ALI 6UKI San Juan Capistrano, CA 9M75 1W / 1I� GRIXjp (� •- ' I ' Rj M SIGN DATE [949149: DIREQFQR` OF ENGINEERING DATE -ENGINEERING ' _ _ 1 ..• 0�� 1 • ..• • 1 1 DESCRIPTION DO 0019 PLANS PREPARED • • • 1 , /�I 5 r.1 1 - 1 1 HORIZONTAL RECORD -. M: COUNTY OF SAN DIEGO NO 0 ELEVATION: 215640 DATUM:NGVD 29 1 TREE PLAN PLANNING CASE NO: 04 -197 MUP /DR /CDP /EI4 6 90 90 Y 0 i i 8 $ rc } M a c La h4 N %s 9¢ i z� o a m m n x _ 18� 1 A MATCHLINE SEE SHEET L -5.3 MMM x O I —H LANDSCAPE E EMENT C / TO S DOG PARK - BASE BID, SEE SHEET L -6.4 BID ALT. # 4A, SEE SHEET LBA - 9.139.2 &9.3 BID ALT. # 4B, SEE SHEET LBA - 9.499.5 & 9.6 PRIVATE SEWER EASEMENT TO RASPY GROWERS PER DOC. ____ 1// 0 I co ok FE \i i i / k / j I I I 1\ / 1 SCALE: 1" =20' 20 10 0 20 40 EASEMENT TO THE CITY OF ENCINITAS — — — k �' ® / KEYMAP R: UNDERGROUND S /ER/VIICIIE IA -ERT SAN ELIJO JOINT POWERS e PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT l,./ALam. Lam.: 31591 Camino CapLbr ® www.RJMdesg gruup.mm26T$ 6�QWP ` lc"Lp� [9491493-2690 fax TWO WORKING DAY5 SIGN DATE [9491493-2600 phone j SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN ED BY: DRAWN STAFF CHECKED BY PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPP LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: � y _ ENCINITAS COMMUNITY PARK 10630 =G A. NO.'. 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. JAN,—L.L.A. EXP.: 09/30/13 DATE DATE TREE PLAN L -5.4 SHEET 117 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 0 a o p �o o� M m 0 5 od � n i5 �s �a v, g�Q &m i< i z0 z � o a 1n m n m r SKATE BARK - BASE BI0, SEE SHEET L -6.5 FOR BID °,ALT# 5A,SEE SHEET LBA - 8.1 FOR BID MALT# 5B,SEE SHEET LBA - 8.2 FOR BID HALT# 5C,SEE SHEET LBA - 8.3 � I — 1 - - - - -- 1 1 1 l +1 liU 11 LA N • I I -EXI5TIN6 - - _________I ,ter- MISMAW _ I I ppIIING'D' - 122 TOTAL 116 SPACES 6 ACCESSIBLE MU •U _ _ 0 E1 Iii, IIL IIR L I - - - - -- \N II l5gal �— 5 yy � n j III I I � I II I II I I — — — — — — — — — - j II �vw=IIIIIIM� • lsggl /� \ NA M / l5 /5gal lsgal l5gal l5gal v� l' > 69fAMCµ wee as mr Ivm'1°nll ein ew.ene rwaw ` DM}we ��� O\ \ \ -I BMKA AAMATA D' Ci MAKI® Sp' CIA. ITXiWIGLUD .ACM I LCMI C\ K seA.X D \/ \/ 1 ss wTe,a•x - re exi 40/24 4i 2 Moo. MA 25 VIA wAaxax 14alI it -A I MI OATS PM , P � iw' " . A Ewa Se VI A. / / \ D n�taD� / / \ a SA-L 62 / \ `AU- u^ `xw i"� i �o ss'v/ ' wswi ve ls. i rao w:� Ple� a.- eox o° i -o SYbWS aJMNIZGPPIAIaI MOO . MPTGI@ a. P71 \ 0ATI ID DT �eo1 3 ZELk4JA=a A YILLIBE GP®1. 14' Mx IS �qy AATG W MA // l5gal \ DA1'LDAf Sa.KNA s eu.. 1D \ ParocA4wse '. ux 24 -WX 14 �_ /�,'/7 'Paw nue 15 aw. v '\ ✓W _ KcevaneaA anmwrA ar eex 4 \ -' GXINESE PLAK Too IS CAL. D \ l5gal l5gal O - W Man 1 : °sA-x \\ \ \ \ MU vvv v \V A \V l5ypl � \ v v l5yal lSgal � \� \ \ 41 \\ \ V A V A /5gal \ \ \ \ TU \ \ \ \ \ \ \ sti L� A 4m• ,/ � �A PLANTING NOTES FOR PLANTING IN5TALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 5' -0" OF ANY HARD5CAPE ELEMENT (SIDEWALKS, WALLS, D.G., PAVERS, CURBS, ETC..J SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORR" 014) 5P5 -0565. INSTALL A 5U5-PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL P, SHEET L -1.I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 51ZE/BRANCHINS CHARACTERISTICS PER SPECIE5. SEE PLANTING NOTE W ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOUIREMENT5. OTHE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFF5 AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE 11 ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE NITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTIN5 NOTE A ON PLANTING ii LEGEND AND NOTES SHEET. 2I • a4" Ili!/ 'COMPLETE PLANTING LEGEND PER SHEET L -1.0 NORTH C • 24'1 I P 71 I v • I 5ga SCALE: T' -20' V MATCHLINE SEE SHEET L -1.3�� 20 10 0 20 40 TU 0 L. •r KEYMAP UNDEROROUND SERVICE ALERT SAN ELIJO JOINT POWERS `APF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ,. a ®JL <_`i' 51597 an Capp Cmno, CA DESIGN 1 a ti San Juan Cepisimeo, w92fi]fi a C [I493LH90 aproup.mm GROUP \� mA e 194914932590 fax 4,GCJ TWO WORKING DAYS SIGN DATE TeP �`' 19 491 49 325 0 0 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DI6 ° ��f CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL N v: RAwN STAFF CHECKED H_ PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP��°�° LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: ~. ' 1`1u�7 _ ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE TREE PLAN L -$,$ SHEET L8 OF 201 PLANNING CASE N0: 04 -197 MUP/DR /CDP /EIA a c a �a 9� � O �a a a• C �m �a Y oa �g n o 9� o� 9a �T o gxNi i 0 Q In rc n on �1 \r I l5gal I i L I I lSgal L I I_ 5ga 24" ' � 1 II W � I W ' 411 I 1� Iw �j 8I I TWO WORKING DAY5 BEFORE YOU DIG CHANGE NO.1 DESCRIPTION NO l5gal l5gal 1 �c� TU ELIJO JOINT POWERS l5gal MATCHLINE SEE SHEET L -5.8 APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL — RECORD FROM COUNTY OF SAN DIEGO VERTICAL r lc�`,� V�Alp T l5gal V \ 7 1 31591 Camino Geplshr Amak low S an Juanrano, CA 92675 DEMON vrrw.RJMdeslgngmuP.Von DEMON [9491493-2690 fax �� 19 4 91 493-2600 phone SPECIAL DISTRICT APPROVAL F DI M/24 ���-� r �! r5 NA" - "MTGNE2' 24 BOX / 15 AL 24 / 12 MOD, RATU 25' PIA. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ry - 'TUSCARDRA 24�X / IM1SAL 2/Z? ■•1 7 PNOBNIXR CLINATA 10. BT r 5T. PLANNING CASE NO: 04 -197 MUP /DR /CDP /E1 ='. MOV, I UI® 20'DIA rg \\ l5gal MATCHLINE SEE SHEET L -5.8 APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL — RECORD FROM COUNTY OF SAN DIEGO VERTICAL r lc�`,� V�Alp T l5gal V ogal Isgal \ I l5gal + , WEEMAIN 10M Ilk._1.���idv�r PUBLIC WORKS q!_M I T_ fj \ 7 1 31591 Camino Geplshr Amak low S an Juanrano, CA 92675 DEMON vrrw.RJMdeslgngmuP.Von DEMON [9491493-2690 fax �� 19 4 91 493-2600 phone SPECIAL DISTRICT APPROVAL F DI M/24 ogal Isgal \ I l5gal + , WEEMAIN 10M Ilk._1.���idv�r PUBLIC WORKS q!_M I T_ fj M 0 Y q4 C :T 4 n -r+m1a Le•eo — n5Q MTMIILAL H4! IUTA GQMiM IVh! =3 QT RBWM@C51B [Q?O119 9PAGIIU T -I ZXZX ARMATA STD. ME %IGAN &.LE PN.M 8' Bi LOW HATC 20' DIA, T -2 \ 7 1 \ \-� ti _\ , \ \ LA6L STROH,IA X FA 191 HYBRIDS. t EnDC.J 'w "- M5KO6EE M 0 Y q4 C :T 4 n -r+m1a Le•eo — n5Q MTMIILAL H4! IUTA GQMiM IVh! =3 QT RBWM@C51B [Q?O119 9PAGIIU T -I ZXZX ARMATA STD. ME %IGAN &.LE PN.M 8' Bi LOW HATC 20' DIA, T -2 GHiG I50LLIDBITALIs WFZ5 ItBJ @O 29'80% 19 BAL. 5 T LOW STD_ HATGIBJ 20' CIA. LA6L STROH,IA X FA 191 HYBRIDS. t EnDC.J 'w "- M5KO6EE 244OX/ I"AL M/24 STO. �! r5 NA" - "MTGNE2' 24 BOX / 15 AL 24 / 12 MOD, RATU 25' PIA. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ry - 'TUSCARDRA 24�X / IM1SAL 2/Z? ■•1 7 PNOBNIXR CLINATA 10. BT r 5T. PLANNING CASE NO: 04 -197 MUP /DR /CDP /E1 ='. MOV, I UI® 20'DIA T_5 I MM5 rORREYANA 24' BOX In STD. M5TACI PII¢ S-W LCW MA5U °.O' VIA . Tf PISTALIA GXINCH! 24' BOX TO MAT cwlrvce PLSrALNB Is su. x MovmD. TUI® w Dw. T -T PIATAH.S P H05A 24' B0% LO STD. GALIbRIIA SYCAI B BAL. 54 MOO. MATU -q' DIA. T -O P E LEAF F HtA 24' B0% T MOO. HAT 25' DIA. M AL A IS BA L. 62 Tb ARISTOCRAT CRATFYANA IR1H14V5E' 24' BOX 10 sTD. �. ARISTOLRAT FLON9tINB PEAR 15 GAL. r0 MA. IMSTV. CIA. T -ID a� O� ASRIFOLIA 90• W% 24 LOW T 0 T-11 I COAST LIVE OAK HATCH® b' DIA. SYASRI9 RGMNIZGPPIAWTI 590. IX.BHI PALM lb OT 2; WL, HATGIIBJ 20'DIA T GAAXAF MAIVI/A VILL4! 6R@N' 24' [OX 15 STD. SAYEEPF Z6KOVA 56K. I; LOW HA5 °G'DIA. T-131 RN MINE S GiIICILIgt 246 [0% 14 STD. FERN MINE S 6A L. 14 ML9. M4TG11® °A' DIP. T _ I EIPIN 246 4 ST. µNMNE FLA M �E B AL, S MG9, IMTUI® LD' DIP. ARCVNS MARINA' 246 BOX STO. is &A-, 5 5 2 MoD. w.rul® w'DIA. PL4NTINe NOTES I FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL 5HEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8' -0" OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALLS, D.O., PAVERS, CURBS, ETC..J SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP' 0114) BQ8 -0863. INSTALL A SUB -PANEL BARRIER IO' -O" LONG CENTERED ON THE TREE TRUNK. WHiBER OF PANELS PER TREE BY MANUFAC9B2 RECOMMENDATION. SEE DETAIL 9, SHEET L -1.1. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 5IZE/BR4NCHINO CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE W ON THE PLANTING DETAIL SHEET FOR SUBMITTAL R5OUIREMENTS. OTHE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR COImUCTIN HI5 OWN AREA TAKE -OFFS AND UNIT COUNTS. O501L A1,1END1,4ENT5 SEE PLANTING NOTE IT ON PLANTINS DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR 5HRUB PLANTINS, THE RANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS ALTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTINS NOTE 19 ON PLANTINS iii LEGEND AND NOTES SHEET. 'COMPLETE PLANTING LEOEND PER SHEET L -01.0 ° NORTH SCALE: 1" =20' 20 10 0 20 40 IWO= Amnon TIe1JDJyX:3JAl e L L _ • _ : u i1:s11 6 Tit t EnDC.J 2 SIGN DATE �! ®e DATE SAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFF EC 'D UNDER SUPERVISION OF DATE: 4 A A. NO.: 2502 L.L.A. EXP.: 09/30/13 ■•1 Ery ENCINITAS COMMUNITY PARK TREE PLAN L -5.6 10630 -43 SHEET 119 OF 20 PLANNING CASE NO: 04 -197 MUP /DR /CDP /E1 ='. A rg \\ IWO= Amnon TIe1JDJyX:3JAl e L L _ • _ : u t EnDC.J DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE SAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFF EC 'D UNDER SUPERVISION OF DATE: 4 A A. NO.: 2502 L.L.A. EXP.: 09/30/13 RECD DED APPS P c i�7uu _ DATE DATE ENCINITAS COMMUNITY PARK TREE PLAN L -5.6 10630 -43 SHEET 119 OF 20 PLANNING CASE NO: 04 -197 MUP /DR /CDP /E1 ='. IffN 0 0 a sG EO 'm m O i in �o e � a o is e� 0 a n v n \- - - ------------------- - - ---- -- _ -___ -------- I 200— — -- - - - -1_ —195— —190— — 1 —185— — — _ _ Ic — (D 180— — 1 — Wiz_----- - - - - -- ml0 IRS OF= III N/ Min * � a'�jcr�] /�� �►I���,ys���w►= -i► S+ �ir!w= —il_�n�m�.>s�ir>��G�i_7.q, a�� ?►��•, � �-•_ �� i 'i- • ���� =F�' i f >„ �Z -�� �—�� ���� ffl w�1 \�����T� =7r III fir[ �ii�i►_ �iiO3i� .liil�oifii \iii�liZ \iiii`'1i �� WIN OAK wil 1R==� =iii► LAV, �t op . �► III, �� � ,�1I '� V'_�� � %l��I��� if Ac OMAN low poll ri L F mmmmm mmm �.r�� ■I� ��` ;mil:`:.` � MATCHILINE SEE SHEET L-5.6 LIM" ♦,_� ��� i �►' / �• . ��� IN SCALE: 1"=20' 20 10 0 LIIIIIII.� 74 OE E PL.r4N11HB Nom I FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN III OF ANY NARDSOAPE ELEMENT (SIPBWALKS, WALLS, P.O., PAVERS, OURES, ETO..) SHALL RECEIVE A ROOT BARRIER BY "PEEP ROOT OORP" j114) 898 -0865. INSTALL A SUE -PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NIMBER OF PANELS PER TREE BY MANUFAOTA2ERS REOOMMENDATION. SEE DETAIL 9, SHEET L -TI. OALL TREES ARE TO HAVE STANDARD FORM AND MATGIED SIZEBRANCHINO ORARAOTERISTIOS FOR SPECIES. SEE PLANTINO NOTE W ON THE PLANTING DETAIL SHEET FOR SUBMITTAL RSDJREMENTS. O THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID OOMPARISON EA ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OHN AREA OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTINQ THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTING 77 LEGEND AND NOTES SHEET. *COMPLETE PLANTING LEGEND PER SHEET L --I.O FIIII UN )Lr OKOUI s /eRVlce ALERT SAN ELIJO JOINT POWERS �N1O5Gpe ® PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT .' °'. 31591 Canino Capistrano Of San Juan Capistrano, CA92675 DESIGN t 'x+xw.RJMdeslgngroup.mm DESIGN )� � v u'r a 19 491 493-2690 hx 1�e.J TWO WORKING DAYS SIGN DATE 9�F F .L1 &p 19 491 493-2600 phone SIGN DATE SIGN DATE DIRE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESI EKED BY: DRAWN STB CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR� \V��D LOCATION: SEE SHEET C —o.i HORIZONTAL DATE' ��'+* _ T,N� ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL 4E]l ELEVATION: 215.640 DATUM: NGVD 29 LAWN( P. AN, L.L.A. EXP.: 09/30/13 DATE DATE TREE PLAN LI SHEET 120 OF 207 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA sm wm 156111- m VI I FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN III OF ANY NARDSOAPE ELEMENT (SIPBWALKS, WALLS, P.O., PAVERS, OURES, ETO..) SHALL RECEIVE A ROOT BARRIER BY "PEEP ROOT OORP" j114) 898 -0865. INSTALL A SUE -PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NIMBER OF PANELS PER TREE BY MANUFAOTA2ERS REOOMMENDATION. SEE DETAIL 9, SHEET L -TI. OALL TREES ARE TO HAVE STANDARD FORM AND MATGIED SIZEBRANCHINO ORARAOTERISTIOS FOR SPECIES. SEE PLANTINO NOTE W ON THE PLANTING DETAIL SHEET FOR SUBMITTAL RSDJREMENTS. O THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID OOMPARISON EA ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OHN AREA OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTINQ THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTING 77 LEGEND AND NOTES SHEET. *COMPLETE PLANTING LEGEND PER SHEET L --I.O FIIII UN )Lr OKOUI s /eRVlce ALERT SAN ELIJO JOINT POWERS �N1O5Gpe ® PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT .' °'. 31591 Canino Capistrano Of San Juan Capistrano, CA92675 DESIGN t 'x+xw.RJMdeslgngroup.mm DESIGN )� � v u'r a 19 491 493-2690 hx 1�e.J TWO WORKING DAYS SIGN DATE 9�F F .L1 &p 19 491 493-2600 phone SIGN DATE SIGN DATE DIRE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESI EKED BY: DRAWN STB CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPR� \V��D LOCATION: SEE SHEET C —o.i HORIZONTAL DATE' ��'+* _ T,N� ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL 4E]l ELEVATION: 215.640 DATUM: NGVD 29 LAWN( P. AN, L.L.A. EXP.: 09/30/13 DATE DATE TREE PLAN LI SHEET 120 OF 207 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA T -2 L '5 CCGIDEN IS V SVUIN P Ll0 34' BOX IB 6 5 T LON STD. MPTGED 30' GIP. LPGHt TY IA X FALRIEI X/BRICS ' M9KO6EE 24'BOx / IMAL 49 / 39 \ mA. . NATGXEZ IIIII L!!OD 24/13 NOV. MATG 25 MW Tl' 'NSGPPORA' 39� %/ IS6PL 31 / T T-4 FAMNIX RELLINATA 10 BT T 5EBAL PAM FPLM EN NOV. /$ 1 I BOTANICAL wee cawux wse B1a arc �eeaes cDi.•nBB YIGIHB MY AM 24 \ \ T-I BPHEL ARIMFALM B' BY T LLN 1 A / \\ \ ® MA9GXEp 30' CIA. T -2 L '5 CCGIDEN IS V SVUIN P Ll0 34' BOX IB 6 5 T LON STD. MPTGED 30' GIP. LPGHt TY IA X FALRIEI X/BRICS ' M9KO6EE 24'BOx / IMAL 49 / 39 T-0 mA. . NATGXEZ 394OX/166 24/13 NOV. MATG 25 MW Tl' 'NSGPPORA' 39� %/ IS6PL 31 / T T-4 FAMNIX RELLINATA 10 BT T 5EBAL PAM FPLM EN NOV. MA rV. 1O' CIA. T V / \ \ \ \ 1 • g° \ / ✓, %x \\ \\ \\ \ \ \ • Ty TORREY µA 9&AJ- T LO4 MATL SO PIIK 'u'sl MI 15 Ia Bx% ea MATCHED T! MfOD. MhTG1ED °A'DIA. Tn VA.I W ASLV OSA 24- ' 50 Sro. GALIFOWLA SYCAMORE 156X. 54 NOV. MATCHED 90'DIP. M 1 \ \ - _ _ _ _ / \ \ 5 I \ \ \ \ \ T'6 Fwws cBwlF 34' Bvx n Sro. M (n / \\ \ \ \ PIRPLE L FLAN 6 b 62 MOP, MPTGED 25' VIA, W a` \\ \ \\ `\ ` \\ 2 N 1 ' / \ \ IJ FYWi CALLRYANA YWITE HW 3a'BOx 10. sro. F 1 / / // L}-M-/ \ \\ \ \\ D TI FL RISFEAR NOV M GED 35'DIP. O 0 hF ICRI OLIA BO% 31 SD fA LM M GffG JO' DIA. 1"1"I NU f °/ / \ \ `\ \u 9�/ SYABRIS POMNZOFFIPNIM • 9 / \ \ \ \ \ \ GJLI \VCj T -n WRN FALN IeBT 35 2411 - - - ZE KOVA SERRPTA VI"L 6REBM 24'BO% Is Asro. �� T -13 S MAF SELKDVA B CAL. 15 Law M c1ffG a0 PA. T-IS PoD"ARPA B ILIOR 24- BOX 14 sm. PERN PINE Is CA -. 3D NOV. MATG 50'VA. wa IA BIPINXATA 34' Box 4 Is C SO 50C. NOV. MATOBD ' PIK \i \ \ \ G11ME5E PuHB TRFB 6 T.15 ARGVN6 „ARINA' 24' Sax B Sro. I R 15 bX. 53 NOV. MATGID So' DIA. PLAN71Ne NOTES / /key QFOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN S' -O" OF ANY HARDSGAPE ELEMENT (5IDEWALKS, V ALL5, D.C., PAVERS, 010- CURBS, ETO..J SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT \, \ / / / /,� O 5 L TREES ARE CHARACTERISTICS O HAVE STANDARD F SPECIES. AND MSEE�TREE LON6 / 24 / \ \ RED ON THE TREE TRUNK. NJMBER OF PANELS PER BY / \ ACNRERS RECOMMENDATION. SEE DETAIL 9, SHEET .. NOTE •9 ON THE PLANTING DETAIL SHEET FOR SUBMITTAL NTIN6 R5001REMENTS. THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE-OFFS SEE AND UNIT COUNTS. SOS ET AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL IF ARE UTILITIES TO BE IPLANTED AT THE DIRECTION OF ANTS OF THE OWNERB 1 l AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTING LEGEND AND NOTES SHEET. *COMPLETE PLANTING LEGEND PER SHEET L -7.0 NORTH \ + + 2 II r \ 4 / V MATCHLINE SEE SHEET L -5.9 H� SCALE: 1 " =20' 20 70 0 20 40 iO \ / N / zp�o0 m /, 00<°� 0 a z m WU<v I I I / / KEYMAP M� z UNDEROROUND SERVICE ALERT SAN ELIJO JOINT POWERS r"�`^PF , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT M� a o d / //�� I� n Git c7 '' 31591 Camino Ceno,Cw O, aP ( San Juan CaDlslrano, CA 92675 DESIGN t -� vrrw groopmm .RJMdeslgn GROUP ) ? L6' wA a [9491493-2690 fax vA = 1949 493 -2600 hone TWO WORKING DAYS SIGN DATE F fQ` I P SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE 'J a BEFORE YOU DIG ° Ll CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNEC ED er: STAFF DRAWN Or: CHECKED Or: EC PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. f.. ° DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP��°�P %y LOCATION: SEE SHEET C -o.i •^a'+'R HORIZONTAL DATE" i°ivP _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 ° RECORD FROM COUNTY OF SAN DIEGO VERTICAL rc n ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE TREE PLAN LS.8 SHEET121OF 201 °n PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIS. �o �a a o: �m �a Y sa a n o 9� o� 9a �o xNi i 0 Q N rc n on m ,c �• F, iu�6 II1 II � I I I I I I I I I I / II / 1 (f 1 1 BOTANICAL NAl4 COMMON NPl,E N OLT' •�\�� REOUIRENffN15 LCN•EHTE SPALINB 25 MOD. CALIFORNIA 5YOAhGRE 15 6AL. 54 'KK�D. MATynED 30 DIA. \ MATCHLINE SEE SHEET L -5.8 SIGN DATE DIRE 0 OE ENGINEERING DATE \ 'AWN Br: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT T -12 ZEL A SERRAT ILLA6E GREEN' 24" BOX Is STAFF EC STD. 3 'D UNDER SUPERVISION OF RECD DED APPRIP 5 AF ZEL VA 15 GAL. 15 LOW MATCHED • / -1up�` ENCINITAS COMMUNITY PARK 10630 -G A A. NO.: 2502 \ .' \ DATE DATE ¢ T 6 \ MOD. LHED" 2 I. / PURPLE 62 PJS ILIOR iMIA 25' DIA. sm. / / n.ArmNr9 L15000 TIM 1 BOTANICAL NAl4 COMMON NPl,E N OLT' •�\�� REOUIRENffN15 LCN•EHTE SPALINB PVC WA 8" PVC WATER ' T -1 ERAHEA ARMATA STD, MEXICAN &AlE M E' BT T LOW MATCHED 20' VIA. / / cE occloENruls 24^ BOX 5 STD. T 2 RED &ID 15 GAL. T LOW MATCHED 20' DIA. / ^ / LA6ERSTROEMIA % -N EI H IID5: 1 MU NP 7U M0. - T"'�K06EE' 24'20% / 156A- 49 / 24 / T -5 1 ' - NATCHEZ' 24'150% / 155AL 24/12 MOD, MA CH 25' PIA, / To - TUSLARORA' 24 W / 156AL 21/S RA M R \ 3 / T -4 PHOENIX REOLINATA 10' BT T MOD. MATCHED 20' DIA. / 5EICGAL DATE PALM a \ / T3 TORR YFINE ANA 24 "BOX 71 STD. \ TORREY PINE 15 6AL. T MATCHED 90' VIA, / \ / • TL PISTALIA LHINEN515 24" 70 5TD. \ / CXINESE PISTACHE IS 54 MOIEO MATCHED A. \ / T -1 PLATA%$ RACEM05A 24" BOX 50 STD \ \ \ \ \ / / / / / / v N N. MPRINA sro. I IS 6ALx 52 MOD. MATCHED 9D' DIA / T-II M.BT QUEEN A M / 25 MOD. CALIFORNIA 5YOAhGRE 15 6AL. 54 'KK�D. MATynED 30 DIA. \ DATE SIGN DATE DIRE 0 OE ENGINEERING DATE \ 'AWN Br: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT T -12 ZEL A SERRAT ILLA6E GREEN' 24" BOX Is STAFF EC STD. 3 'D UNDER SUPERVISION OF RECD DED APPRIP 5 AF ZEL VA 15 GAL. 15 LOW MATCHED • \ -1up�` ENCINITAS COMMUNITY PARK 10630 -G A A. NO.: 2502 \ DATE DATE ¢ T 6 \ MOD. LHED" PURPLE 62 PJS ILIOR iMIA 25' DIA. sm. \ / T -13 F I 5 OAL,X 28 hl9D. MATCHED 50' DA, \ d/-- ? \ - - - - -- T l$ LI "�W NA WHITE II:AI•iE' 246AIL " BOX /15 105 / REV221A BIPINNATA 24" BOX 2 STD. STD, 15 14 INESE FLAME E 6AL ARISTOCRAT F OWERn19 FEAR 6AL. 10// Mme' MATCI 25' VIA, / \ T -10 6UERCU5 IFOLIA 24" 'y / 24 STD, / • COAST LI OAK LOW MATCH 50'DIA. SY 5 ROMANZOFFIA STD. �y 1 I ff ;� ire .. �,�► LEE CHANGE M I °; ►� GA>s>s: 811 WORKING DAY5 `ORE YOU DIG DESCRIPTION \ \'' / PVC *TER / 8" PVC v s N N. MPRINA sro. I IS 6ALx 52 MOD. MATCHED 9D' DIA T-II M.BT QUEEN A M / 25 MOD. MATCHED 2 ENCINITAS FIRE DEPARTMENT t \bC.J DATE SIGN DATE DIRE 0 OE ENGINEERING DATE \ 'AWN Br: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT T -12 ZEL A SERRAT ILLA6E GREEN' 24" BOX Is STAFF EC STD. 3 'D UNDER SUPERVISION OF RECD DED APPRIP 5 AF ZEL VA 15 GAL. 15 LOW MATCHED 90' DIA. \ -1up�` ENCINITAS COMMUNITY PARK 10630 -G A A. NO.: 2502 L.L.A. EXP.: 09/30/13 DATE DATE TREE PLAN L -5.9 \ PJS ILIOR sm. � T -13 F I 5 OAL,X 28 hl9D. MATCHED 50' DA, \ \ REV221A BIPINNATA 24" BOX 2 4 STD, 15 14 INESE FLAME E 6AL 6 `IOD. MATCHED 90' D A. \ \'' / PVC *TER / 8" PVC v s N N. MPRINA sro. I IS 6ALx 52 MOD. MATCHED 9D' DIA / im im im im im im im im =J�-�im im im Ni Ni Ni - MATCHLINE SEE SHEET L -5.10 ELIJO JOINT POWERS APF , c7 •+ 31591 Camino Capistrano ®a, San Juan design5no, CA 92675 �� DESIGN a - a [94914 3-2690 fax p.mm GROUP wA a 19 4 91 49 8 -2fi90 fax V DATE GAP dF' 19 4 91 493-2600 phone F { \f APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DI DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL — RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 PVC II _ I I I I d \ i 1 \ I I ti I I 1 a I � W � x PLANTING NOTES � l a ' H 1 II 1 I FOR PLANTING INSTALLATION NO1E5 SEE PLANTIN6 DETAIL SHEET, 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN B'-O' OF ANY HARDSLAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS, OURBS, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT LORD (114) 898 -0863. INSTALL A SUB -PANEL BARRIER 10'-0' LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANJFACTURER5 RECOMMENDATION 5EE DETAIL 9, SHEET L -1.1. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZE/BRANCHIN6 CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE M ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. OTHE CUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON R RP05E5 ONLY. CONTRACTOR 15 RESFON5I5LE FOR CONDUCTING HI5 OWN AREA TAKE -OFFS AND UNIT COUNT5. OSOIL AMENDMENTS SEE PLANTING NOTE 17 ON PLANTING DETAIL SHEET. O6 IF UTILITIE5 INTERFERE WITH TREE OR SHRUB FLANTIN6, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S J� AJTMORI=E) REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTING iii LEGEND AND NOTES SHEET. *COMPLETE PLANTING LEGEND PER SHEET L -7.0 M I ~ I ova - /II S,o> NORTH PVC ATER VC W W - / SCALE: 1 " =20' `X II 20 10 0 20 40 _ 1 I 4 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA _ _ - -- KEYMAP � PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t \bC.J DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE 'AWN Br: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFF EC 'D UNDER SUPERVISION OF RECD DED APPRIP DATE: • -1up�` ENCINITAS COMMUNITY PARK 10630 -G A A. NO.: 2502 L.L.A. EXP.: 09/30/13 DATE DATE TREE PLAN L -5.9 HEET 122 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA w �o ao �a a A� n � C m �a Y as n n 9� o 9a �o xN z� 0 Q 1n rc n on I II II _ � l5ga �Hj 1 I l I L '8 / -------- - - -� -- — — — — ------ — - -- — yv 0 5 MATCHLINE SEE SHEET L -5.9 C - I I I I I I� I I I I I/ 5I I gal I i I 1 • � \\ 1\ \ \\ l5ga II I I i \\ /590 l 1 1 I I 24" 8 l5ggl I I — \ I 461 l5gal / h � I \ I I I I MU TU `241' C- - I I T_. PRMATA BLUE PALM II I / I / / NP 1.N 1 / 11 � T -3 CDROM YLS WAI�B . BILL aTY LA6ER9 SPAOIIM3 OR PI E \ "MI' TMSKO6EE' 34 "BOX PI GHIIffN515 / ro T-B \NA" , LOW Mq OI@D 20 PIA. l5gal 3Bp8T '- 'NSOARORA' 24 W / \y 15 6AL.X , LOW M41G@D RA ! T g� T-4 ep am 1RBAINATA �I \,. SE!£6 DATE PALM f /3 qTD. \ r 156AL MOD. M4 GIffD 3E' PIA. I �IS6AL 21/ _._.. 10' BT , pOP. \ A �l5gal V \ / \ IM 20' DIA. S A 24 - � 4" BOX 19 S ` GAL. T LOW MAT D 90' DIA. � T -II 5YA6WYv ROMANZOF 3 EOX TO B B. 5 \ IM®P, MAT D BO' DIA -w C 5 B \X 54ii lX MOD. MAT D B _ 24^ El Fin . sro. AT4Vm5 "ARI�� ®� 24" BOX IS 6AL. MOD. MATO MD 25' DIA. MATCHLINE SEE 34" X Ole V '"ro' 5 AL. 10 24' 35' plA % a 24^ BOX 24 sro. yy Low � Ne♦iuED BO• Dw. IB' BT 35 MOP. I TO RIP 30' Ow T -3 CDROM YLS GGIDEMAL F WD . LA6ER9 MIA X FPLRIEI HYBRI OR PI E \ "MI' TMSKO6EE' 34 "BOX PI GHIIffN515 / T-B \NA" NATO!z. 34150% l5gal \ '- 'NSOARORA' 24 W / \y CALIFORNIA BYGAMC RA ! T g� T-4 ep am 1RBAINATA PURPLE LEAF RUM SE!£6 DATE PALM \ / \ I r 1 i PLAHTIH6 NOTES 1` M ( I 1 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8'b' OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS, ^ Ill LURES, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP" f714J 89A0865. INSTALL A ^a-1B -PANEL BARRIER 10' -0' LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANJFACNRERS RECOMMENDATION. SEE DETAIL 9, SHEET L -1.1. — r O ALL TREES ARE TO HAVE STANDARD FORM AND MATCHED w 51ZE/BRANGHIN6 CHARACTERISTICS PER 5PEGIES. SEE PLANTING r W NOTE K ON THE PLANTING DETAIL SHEET FOR 5JBMITTAL REWIREMENTS. \\ Clio) 44 THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PJRPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS \ III W 1 OWN AREA TAKE -OFFS AND UNIT COUNTS. \ III L O HEEE1 MENpMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL \\ Wy bO IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS \ F.y ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S 1--I AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTING U LEGEND AND NOTES SHEET. I _ I I I I � Te' ? I; 1 ''COMPLETE PLANTING LEGEND PER SHEET L --I.O NORTH II I I SCALE: 7 " =20' r —I ��1 ®. PIN5 OR REYANA\ / OR PI E \ �d T$ PI GHIIffN515 / EI K5E PIS,AGIE l5gal \ l� A , -, PLATANUB RAOEMOS / \y CALIFORNIA BYGAMC g� T� PRUHS LERASIFERA PURPLE LEAF RUM \ / \ Tq PYFUSORATFLANA ARI$TOGRAT FL%`E, \ A �l5gal V \ / \ • T -10 S A 24 - COAST OAK COAST LI OAK A ` / — T -II 5YA6WYv ROMANZOF I r 1 i PLAHTIH6 NOTES 1` M ( I 1 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8'b' OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS, ^ Ill LURES, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP" f714J 89A0865. INSTALL A ^a-1B -PANEL BARRIER 10' -0' LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANJFACNRERS RECOMMENDATION. SEE DETAIL 9, SHEET L -1.1. — r O ALL TREES ARE TO HAVE STANDARD FORM AND MATCHED w 51ZE/BRANGHIN6 CHARACTERISTICS PER 5PEGIES. SEE PLANTING r W NOTE K ON THE PLANTING DETAIL SHEET FOR 5JBMITTAL REWIREMENTS. \\ Clio) 44 THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PJRPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS \ III W 1 OWN AREA TAKE -OFFS AND UNIT COUNTS. \ III L O HEEE1 MENpMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL \\ Wy bO IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS \ F.y ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S 1--I AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTING U LEGEND AND NOTES SHEET. I _ I I I I � Te' ? I; 1 ''COMPLETE PLANTING LEGEND PER SHEET L --I.O NORTH II I I SCALE: 7 " =20' r —I ��1 ®. �d 44 BOX l5gal l l� A g� LL 1 A �l5gal V \ KOM-MTERIA BIPINNATA 24 - \ / \\ \ \ / C 5 \X on Fin . AT4Vm5 "ARI�� ®� 24" BOX MATCHLINE SEE SHEET L -5.11 24' % a I r 1 i PLAHTIH6 NOTES 1` M ( I 1 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8'b' OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS, ^ Ill LURES, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP" f714J 89A0865. INSTALL A ^a-1B -PANEL BARRIER 10' -0' LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANJFACNRERS RECOMMENDATION. SEE DETAIL 9, SHEET L -1.1. — r O ALL TREES ARE TO HAVE STANDARD FORM AND MATCHED w 51ZE/BRANGHIN6 CHARACTERISTICS PER 5PEGIES. SEE PLANTING r W NOTE K ON THE PLANTING DETAIL SHEET FOR 5JBMITTAL REWIREMENTS. \\ Clio) 44 THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PJRPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS \ III W 1 OWN AREA TAKE -OFFS AND UNIT COUNTS. \ III L O HEEE1 MENpMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL \\ Wy bO IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS \ F.y ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S 1--I AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTING U LEGEND AND NOTES SHEET. I _ I I I I � Te' ? I; 1 ''COMPLETE PLANTING LEGEND PER SHEET L --I.O NORTH II I I SCALE: 7 " =20' r —I ��1 ®. �d 44 BOX LL KOM-MTERIA BIPINNATA 24 - on Fin . AT4Vm5 "ARI�� ®� 24" BOX yy N �tr,j ,,Il I '1,111 60111 ifllmo UNDEROROUND SERVICE (ALERT SAN ELIJO JOINT POWERS I��`APF , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY 31591 Camino Capistrano ®OF San Juan CaDlslrano, Cl 92675 DESIGN � GROUP a 1T'IDx.J wA a [9491493-2690 fax Rj M TWO WORKING DAY5 SIGN DATE GAP F Llf�d 1949149b2fi00 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APP��°�P LOCATION: SEE SHEET C -0.1 HOR12ONTAL DATE: a i°iv P _ ENCINITAS COMMUNITY PARK 10630 -G A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE TREE PLAN L -5.10 SHEET >.za OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /LIB. a N e; go B$ M m H a c N %s 9¢ i� i z� o a rc o I. / �r 0 I II ga/ II I I I I I I I I I I I I I I I I I II I ACCESS AND ENGINEERING TO 20 10 0 20 40 I I I I III I 01 0 I II I I TWO WORKING DAY5 BEFORE YOU DIG CHANGE NO.1 DESCRIPTION 0 R/MN•MIlD I, A '. A V A / ■ 111111111 �� - $, \\ � MATCHLINE SEE SHEET L -5.10 - \ � 1 \ \ \ 1 24' \ \ \\ 1 lo sm, 0 0 1 Tl=� M� 62 M=np �N� T \ \ \ \ V A l5gal A A 1 \ \ \ •l5gal \ 1 \\ V / \\ \ A\ �� / 001 24-8� 105 STV, �01� M W 0 E C) N^ - - - - -� \ \ \ \. `\ l al \ \� \ / _ \ \ ■■ •159a1 \� . \r \\ / \ \ • /s gal \ / / 1 ►LAHnt+9 ►lolls 1 1\ I \ 24' \\ // \\ 2411 / v lll� l 11 :�.1 \ \ \ CARETTI X I ELIJO JOINT POWERS SIGN DATE TrE P t.1fc APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 31591 Camino Capistrano �® San Juan Capkhano, CA 92fi75 DESIGN w491493 deW huxoup.mm M GROUP [9491493-2690 fax [949[ 493-]600 Phone Rj SPECIAL DISTRICT APPROVAL DI 78" ACP WATER AY I I lSgal JCAIIIIIIIIIIIIII Ill k 1 1 W ■` W , r a - U V F; 1� 8° ACP W I_ FOR PLANTIN5 INSTALLATION NOTES SEE PLANTING DETAIL SHEBT. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8' -O" OF ANY HAR056AFE ELEMENT (51DEWALK5, WALLS, D.6., PAVERS, CURBS, ETC -) SHALL REOEI VE A ROOT BARRIER BY 'DEEP ROOT CORP" 014) 898 -0863. INSTALL A SUB -PANEL BARRIER I0' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANVFACTUPE RECOMMENDATION. SEE DETAIL 9, SHEET L -7.1. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZE/ RANCHING OHARAOTERISTIOS PER SPECIES. SEE PLANTING NOTE W ON THE PLANTINO DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. OTHE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON I W, 05E5 ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDIKTIN6 HI5 OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE 17 ON FLANTIN5 DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTIN5, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS A.7HORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTINS NOTE A ON PLANTIN6 LEGEND AND NOTES SHEET. *COMPLETE PLANTING LEGEND PER SHEET L -TO NORTH SCALE: 1" =20' PUBLIC WORKS PLANNING AND BUILDING ENGINEERING 20 10 0 20 40 � SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE EY: DRAwN EY: CHECKED BY : PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFF EC DREPARED UNDER SUPERVISION OF ` Dnre A. NO.: 2502 P. AN LL.A. EXP.: 09/30/13 RECD DED APP�P DATE DATE r. L5.11 10630 =G SHEET 3z4 OF 201 PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIA r ow =II IL PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT � SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE EY: DRAwN EY: CHECKED BY : PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFF EC DREPARED UNDER SUPERVISION OF ` Dnre A. NO.: 2502 P. AN LL.A. EXP.: 09/30/13 RECD DED APP�P DATE DATE ENCINITAS COMMUNITY PARK TREE PLAN L5.11 10630 =G SHEET 3z4 OF 201 PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIA 14Al1fINB Lcmo D \ \ •� \ \\ \ \\ \ \� \, , .9 I \\ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ 71� \ \ \ \ \ \ \\ \ \ \ \ \\ \ �� ( ,�•• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ [„ ] T -I 2 IIEA ALUE PA VBT 9 LOW MATCHED 20 VIA, MEXICAN BLUE PALM MTANILPL NAME T_3 LERLI50LLIDENTPLIS 24' BOX 5 sro. VffSTERN FFD WD IS GAL. T LON MATCHED 30' VIA. RST30EMIA X FPMIEI HYBRIDS: 'TU' - 'MPICCF£E' 2980% / IESAL 90 / 29 T-B 'NA' - NATLXE2' 24 "BOX / I56PL 24/12 IbD. MATCHED 33' DIA. "N" - T156AR0RA' 34Z0X / 156PL T-4 PHOENIX ftEGLINATA 10' BT T �p MATCHED 30' VIA. SENE6PL DATE PALE! Q) \ \ Td PIN5 TORREYPNA 29' BOX 19 ETD, TORRE'! PI!£ I9 SAL. Ti � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LOW TO MATCHED DO' DIA. \ v Mo ®D. MArcHEp 90• DIA. • T-a GIII'E�I 6T 15 Is4se%X ja sro. ryM� W MoD. MATCHED Sox VIA. T -T PLArnws RACEMOSA 24• Box 90 CALIFORNIA SYCAMORE IS GAL. 34 \ \ \ \ \ \ \ � \�� \ \ \ \ \ \ \ T -9 geyNUS CERASIPERA 34' BOX T 9ro. MATCHEp 39'pIA. O PRRE LEAF RJ1M 19 6PL. 63 rq PYRVS CPLLERYANA'WHITE HOUSE' 24' EOX 109 gyp. MATG1® D' CIA. CS ARISTOCRAT FLOVe:wrvs PEAR I9 EAU. 10 LOW MATCHED 30' OW 1 �� AewFOUA 34• Box 34 coASr uvE OAK sro SNYA6w9 ROMANZOFFIAWIM e, BY 39 MOp. MATCCHED 3o'DIA. w 1 \ T -13 ZELKOVA $ERRATA NILLA6E FiFEN' 39' BOX 19 sro. SAWLEAF ZELKOVA 15 SAL. li LOW MATCHED E0' VIA. 9TJ. \ I \ � /� - P000cARF»BRncaICR 2a•BOx la �. MArc,ffD 9o•DIA. T -13 FERN MINE 15 BAL. 38 \ I \ \ W I � � � � � �� � � � � � � � Son sro. µi�LREVhERI�BIP�IwuTA Is Bxx a MoD. HATCHED 50' VIA. I--lI i T -I9 ��� MARINA' 34' BOX 8 l$ Pl I'tOD. MATCIffp 90' DIA. N4 N. IS 6K. 93 \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \\ \\ PLANTING Il0'fE5 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8•-0. OF ANY F- \ \ \ \ \ \ HARDSOAPE ELEMENT(SIDEWALKS,WALLS• PAVERS, GORES, ETC..) SHALL RECEIVE A ROOT BARRIERJE R R 'DEEP ROOT rTl \ \ \ \ 0ENTE EV N THE ERE INSTALL A SUB -PANEL BARRIER THE LONG \ IwFPII 1 \ \\ \ \ \\ \\ \ \ NO \ ,�; Gee \ \ \ \ \ MANUFACTURERS RECOMMENDATION. SEE DETAIL PANELS SHEET S BY UK_L TRESS ARE OHARACTERII P AND SPECIES. ES. SEE ANI NOTE M O THE PLANTING DETAIL SHEET FOR SUBMITTAL / NU \ \ \ \ \ \ \ REOUIREMENTS. / W / THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON \\ \ \ \ \ \ O PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS T / r•, 1 \ \ \\ \\ \\ \ \ \ \ \ OWN AREA TAKE -OFFS AND UNIT COUNTS. SOIL MENDMENTS SEE PLANTING LANTING NOTE I1 ON P DETAIL S / TL/b9a/ vv A V A • , \ \ \ \ \ \ \ \ \ O A UTILITIES INTERFERE WITH TREE V SHRUB THE O N@, THE PLANTS IµF�I, ARE TO Z E PLANTED T THE DIRECTION OF THE OWNERS / I \ \ /�\ \\ \ \\ N \\ \ \ \\ \ \ PVIIIORIZED REPRESENTATIVE. a 1 \ \ \ \ \ \ \ \ LOCATION OF SOIL SAMPLE PER PLANTING NOTE IQ ON PLANTING LEGEND AND NOTES SHEET. 1 2 II \ \ D \ \ �o \\ *COMPLETE PLANTING LEGEND / , 1 \ , o \ \ PER SHEET L -07.0 �/ I •U / ` A \ V A A A � \ � �IIII �� � _ n m N�- // NORTH - \ - °' ztt0 °o \ vii Q c1ON e � \ \ \ \ \ � watt I z?om MATCHL INE SEE SHEET L -5.13 SCALE: 1" =20' o ^I \ \ \ \ \ \ \ 20 10 0 20 40 INS z KEYMAP.T k UNDERGROUND SERVICE ALERT e SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT Adak (� Ap.,� San Juan CapisimnaCA 92fiT5 D'I 8 wxx.RJMdes19n9rouP.com OROUP 194914932690 /ax TWO WORKING DAYS SIGN DATE 19 4 91 49 326 0 0 phone R,J M SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DI6 k CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: !DRAWN BY, CHECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ,90 C STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPS LocnrloN: SEE SHEET c -o.t HUMZONTAL DATE: �i�' 4°ivd�7 _ ENCINITAS COMMUNITY PARK 10630 =G o A. NO.'. 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXR: 09/30/13 DATE DATE TREE PLAN L5.12 HEET 125 OF 201 on PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA � �`� CpAJON NAIE & &SG a a11' R RECMIREMEHIB C CCMB19 9 9PALIIG Q) \ \ Td PIN5 TORREYPNA 29' BOX 19 ETD, TORRE'! PI!£ I9 SAL. Ti � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LOW TO MATCHED DO' DIA. \ v Mo ®D. MArcHEp 90• DIA. • T-a GIII'E�I 6T 15 Is4se%X ja sro. ryM� W MoD. MATCHED Sox VIA. T -T PLArnws RACEMOSA 24• Box 90 CALIFORNIA SYCAMORE IS GAL. 34 \ \ \ \ \ \ \ � \�� \ \ \ \ \ \ \ T -9 geyNUS CERASIPERA 34' BOX T 9ro. MATCHEp 39'pIA. O PRRE LEAF RJ1M 19 6PL. 63 rq PYRVS CPLLERYANA'WHITE HOUSE' 24' EOX 109 gyp. MATG1® D' CIA. CS ARISTOCRAT FLOVe:wrvs PEAR I9 EAU. 10 LOW MATCHED 30' OW 1 �� AewFOUA 34• Box 34 coASr uvE OAK sro SNYA6w9 ROMANZOFFIAWIM e, BY 39 MOp. MATCCHED 3o'DIA. w 1 \ T -13 ZELKOVA $ERRATA NILLA6E FiFEN' 39' BOX 19 sro. SAWLEAF ZELKOVA 15 SAL. li LOW MATCHED E0' VIA. 9TJ. \ I \ � /� - P000cARF»BRncaICR 2a•BOx la �. MArc,ffD 9o•DIA. T -13 FERN MINE 15 BAL. 38 \ I \ \ W I � � � � � �� � � � � � � � Son sro. µi�LREVhERI�BIP�IwuTA Is Bxx a MoD. HATCHED 50' VIA. I--lI i T -I9 ��� MARINA' 34' BOX 8 l$ Pl I'tOD. MATCIffp 90' DIA. N4 N. IS 6K. 93 \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \\ \\ PLANTING Il0'fE5 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8•-0. OF ANY F- \ \ \ \ \ \ HARDSOAPE ELEMENT(SIDEWALKS,WALLS• PAVERS, GORES, ETC..) SHALL RECEIVE A ROOT BARRIERJE R R 'DEEP ROOT rTl \ \ \ \ 0ENTE EV N THE ERE INSTALL A SUB -PANEL BARRIER THE LONG \ IwFPII 1 \ \\ \ \ \\ \\ \ \ NO \ ,�; Gee \ \ \ \ \ MANUFACTURERS RECOMMENDATION. SEE DETAIL PANELS SHEET S BY UK_L TRESS ARE OHARACTERII P AND SPECIES. ES. SEE ANI NOTE M O THE PLANTING DETAIL SHEET FOR SUBMITTAL / NU \ \ \ \ \ \ \ REOUIREMENTS. / W / THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON \\ \ \ \ \ \ O PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS T / r•, 1 \ \ \\ \\ \\ \ \ \ \ \ OWN AREA TAKE -OFFS AND UNIT COUNTS. SOIL MENDMENTS SEE PLANTING LANTING NOTE I1 ON P DETAIL S / TL/b9a/ vv A V A • , \ \ \ \ \ \ \ \ \ O A UTILITIES INTERFERE WITH TREE V SHRUB THE O N@, THE PLANTS IµF�I, ARE TO Z E PLANTED T THE DIRECTION OF THE OWNERS / I \ \ /�\ \\ \ \\ N \\ \ \ \\ \ \ PVIIIORIZED REPRESENTATIVE. a 1 \ \ \ \ \ \ \ \ LOCATION OF SOIL SAMPLE PER PLANTING NOTE IQ ON PLANTING LEGEND AND NOTES SHEET. 1 2 II \ \ D \ \ �o \\ *COMPLETE PLANTING LEGEND / , 1 \ , o \ \ PER SHEET L -07.0 �/ I •U / ` A \ V A A A � \ � �IIII �� � _ n m N�- // NORTH - \ - °' ztt0 °o \ vii Q c1ON e � \ \ \ \ \ � watt I z?om MATCHL INE SEE SHEET L -5.13 SCALE: 1" =20' o ^I \ \ \ \ \ \ \ 20 10 0 20 40 INS z KEYMAP.T k UNDERGROUND SERVICE ALERT e SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT Adak (� Ap.,� San Juan CapisimnaCA 92fiT5 D'I 8 wxx.RJMdes19n9rouP.com OROUP 194914932690 /ax TWO WORKING DAYS SIGN DATE 19 4 91 49 326 0 0 phone R,J M SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DI6 k CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: !DRAWN BY, CHECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ,90 C STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPS LocnrloN: SEE SHEET c -o.t HUMZONTAL DATE: �i�' 4°ivd�7 _ ENCINITAS COMMUNITY PARK 10630 =G o A. NO.'. 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXR: 09/30/13 DATE DATE TREE PLAN L5.12 HEET 125 OF 201 on PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA I--lI i T -I9 ��� MARINA' 34' BOX 8 l$ Pl I'tOD. MATCIffp 90' DIA. N4 N. IS 6K. 93 \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \\ \\ PLANTING Il0'fE5 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8•-0. OF ANY F- \ \ \ \ \ \ HARDSOAPE ELEMENT(SIDEWALKS,WALLS• PAVERS, GORES, ETC..) SHALL RECEIVE A ROOT BARRIERJE R R 'DEEP ROOT rTl \ \ \ \ 0ENTE EV N THE ERE INSTALL A SUB -PANEL BARRIER THE LONG \ IwFPII 1 \ \\ \ \ \\ \\ \ \ NO \ ,�; Gee \ \ \ \ \ MANUFACTURERS RECOMMENDATION. SEE DETAIL PANELS SHEET S BY UK_L TRESS ARE OHARACTERII P AND SPECIES. ES. SEE ANI NOTE M O THE PLANTING DETAIL SHEET FOR SUBMITTAL / NU \ \ \ \ \ \ \ REOUIREMENTS. / W / THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON \\ \ \ \ \ \ O PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS T / r•, 1 \ \ \\ \\ \\ \ \ \ \ \ OWN AREA TAKE -OFFS AND UNIT COUNTS. SOIL MENDMENTS SEE PLANTING LANTING NOTE I1 ON P DETAIL S / TL/b9a/ vv A V A • , \ \ \ \ \ \ \ \ \ O A UTILITIES INTERFERE WITH TREE V SHRUB THE O N@, THE PLANTS IµF�I, ARE TO Z E PLANTED T THE DIRECTION OF THE OWNERS / I \ \ /�\ \\ \ \\ N \\ \ \ \\ \ \ PVIIIORIZED REPRESENTATIVE. a 1 \ \ \ \ \ \ \ \ LOCATION OF SOIL SAMPLE PER PLANTING NOTE IQ ON PLANTING LEGEND AND NOTES SHEET. 1 2 II \ \ D \ \ �o \\ *COMPLETE PLANTING LEGEND / , 1 \ , o \ \ PER SHEET L -07.0 �/ I •U / ` A \ V A A A � \ � �IIII �� � _ n m N�- // NORTH - \ - °' ztt0 °o \ vii Q c1ON e � \ \ \ \ \ � watt I z?om MATCHL INE SEE SHEET L -5.13 SCALE: 1" =20' o ^I \ \ \ \ \ \ \ 20 10 0 20 40 INS z KEYMAP.T k UNDERGROUND SERVICE ALERT e SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT Adak (� Ap.,� San Juan CapisimnaCA 92fiT5 D'I 8 wxx.RJMdes19n9rouP.com OROUP 194914932690 /ax TWO WORKING DAYS SIGN DATE 19 4 91 49 326 0 0 phone R,J M SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DI6 k CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: !DRAWN BY, CHECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ,90 C STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPS LocnrloN: SEE SHEET c -o.t HUMZONTAL DATE: �i�' 4°ivd�7 _ ENCINITAS COMMUNITY PARK 10630 =G o A. NO.'. 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXR: 09/30/13 DATE DATE TREE PLAN L5.12 HEET 125 OF 201 on PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 8 C S �o '? O �a a A � n � �m �a r� n 9� o 9a �o xNi i 0 Q In rc n on MU 2411 ��A�•M�—ATCHLINE SEE SHEET L -5.12 — — 0 • •2 11 4 0 $Y � S $y��( 2AC \ 1 \ r'llm • 411 2 � 411 \ elliy / ® /�\\ /) • 2 1 411 \ TU \ l al A \ I \ \ \ \ n \ �` i \ i it a N �.1 I � W MU 2411 ��A�•M�—ATCHLINE SEE SHEET L -5.12 — — 0 • •2 11 4 0 $Y � S $y��( 2AC \ 1 \ r'llm • 411 2 � 411 \ elliy / ® /�\\ /) • 2 1 411 \ TU \ l al A \ I \ \ \ \ n \ �` i \ it a �.1 I � W I \\ y VIII I II \ \\ lx VIII UL zo II r I I 00 ch I I I I I ' I I I 'C_ MU 2411 ��A�•M�—ATCHLINE SEE SHEET L -5.12 — — 0 • •2 11 4 0 $Y � S $y��( 2AC \ 1 \ r'llm • 411 2 � 411 \ elliy / ® /�\\ /) • 2 1 411 \ TU \ l al A \ I \ \ \ \ n \ X \ \ MU N \ \A \ \ MATCHLINE SEE SHEET L -5.14 I I UNDEROROUND 55EERVICIE (ALERT SAN ELIJO JOINT POWERS e 31591 Camino Cepishno San JuandesIgnano,CA92fi75 �� DESIGN [94914 3-2690 fax p.mm GROUP 19 4 9149 8 -2fi90 fax TWO WORKING DAY5 SIGN DATE 19 4 91 49 3 -26 0 0 phone BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGI E DESCRIPTION: OF 0019 PLAN LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL PUBLIC WORKS L.L.A. DATE: . 2 J,.J..A. NO.: 2502 EXP.: 09/30/13 PLN11•I•{MV DQWMIW! TA rP w PA MAT m, ]O' qA 1 ss� ; MATS mqA .Hr_ 24, x 11 mD T� NA. �D.,1 r - �,ALD.TEP� 10 ET TG PINE 3 . rt 5-W\ V 10 SAM 54 MAT� VIA �HIDGeIE MI : T b � .aDl M � 8DA �!NFA P0lW`IZCITI..N�I M BT 35 9TD. ewT.c lV� ILL@ A i SAA 5 e L, ' M � 5 l MPTGI@ 90'DIA MATS \ \ \ \ \ T \ \ \ \ \ \ \ a DI' e, a SMI GpIRS! FLAME Metal B BAL. 6 MAal Nw 24- BOX 6 sw Fe $2 \ \ s \ T \ \ 1 \ \ M \� 2411 X \ \ PLANTINS NOTES FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 6' -0" OF ANY HARDSCAPE ELEMENT (510EWALKS, WALLS, 0.6., PAVERS, CURBS, ETO..) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT OORP" T14) BQ8 -0863. INSTALL A SUB -PANEL BARRIER IOb" LONG CENTERED ON THE TREE TRUNK. NAHBER OF PANELS PER TREE BY MANUPAGTIRERS REOOMMENDATION. SEE DETAIL 9, SHEET L -T.I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 51ZE/BR4NCHIN6 CHARACTERISTICS PER SPECIES. SEE PLANTIN6 NOTE M ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOIIIREMENTS. O4 THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTINS NOTE 17 ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR 5HR96 PLANTINS, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTINS iii LEGEND AND NOTES SHEET. *COMPLETE PLANTING LEGEND PER SHEET L - ?.O NORTH SCALE: 1 " =20' 1 20 4 D 0 �` it IN I �.1 zo � r X \ \ MU N \ \A \ \ MATCHLINE SEE SHEET L -5.14 I I UNDEROROUND 55EERVICIE (ALERT SAN ELIJO JOINT POWERS e 31591 Camino Cepishno San JuandesIgnano,CA92fi75 �� DESIGN [94914 3-2690 fax p.mm GROUP 19 4 9149 8 -2fi90 fax TWO WORKING DAY5 SIGN DATE 19 4 91 49 3 -26 0 0 phone BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGI E DESCRIPTION: OF 0019 PLAN LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL PUBLIC WORKS L.L.A. DATE: . 2 J,.J..A. NO.: 2502 EXP.: 09/30/13 PLN11•I•{MV DQWMIW! TA rP w PA MAT m, ]O' qA 1 ss� ; MATS mqA .Hr_ 24, x 11 mD T� NA. �D.,1 r - �,ALD.TEP� 10 ET TG PINE 3 . rt 5-W\ V 10 SAM 54 MAT� VIA �HIDGeIE MI : T b � .aDl M � 8DA �!NFA P0lW`IZCITI..N�I M BT 35 9TD. ewT.c lV� ILL@ A i SAA 5 e L, ' M � 5 l MPTGI@ 90'DIA MATS \ \ \ \ \ T \ \ \ \ \ \ \ a DI' e, a SMI GpIRS! FLAME Metal B BAL. 6 MAal Nw 24- BOX 6 sw Fe $2 \ \ s \ T \ \ 1 \ \ M \� 2411 X \ \ PLANTINS NOTES FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 6' -0" OF ANY HARDSCAPE ELEMENT (510EWALKS, WALLS, 0.6., PAVERS, CURBS, ETO..) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT OORP" T14) BQ8 -0863. INSTALL A SUB -PANEL BARRIER IOb" LONG CENTERED ON THE TREE TRUNK. NAHBER OF PANELS PER TREE BY MANUPAGTIRERS REOOMMENDATION. SEE DETAIL 9, SHEET L -T.I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 51ZE/BR4NCHIN6 CHARACTERISTICS PER SPECIES. SEE PLANTIN6 NOTE M ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOIIIREMENTS. O4 THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTINS NOTE 17 ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR 5HR96 PLANTINS, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTINS iii LEGEND AND NOTES SHEET. *COMPLETE PLANTING LEGEND PER SHEET L - ?.O NORTH SCALE: 1 " =20' 1 20 4 D 0 PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t \TbC.J 3N DATE DIRE (710 OE ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2EC0 DED APP vdr'rP _ ENCINITAS COMMUNITY PARK 10630 =43 )ATE DATE TREE PLAN L -5.13 SHEET1260F201 PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIS �.1 zo � r 00 ch r c ¢1 i �zo PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t \TbC.J 3N DATE DIRE (710 OE ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2EC0 DED APP vdr'rP _ ENCINITAS COMMUNITY PARK 10630 =43 )ATE DATE TREE PLAN L -5.13 SHEET1260F201 PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIS Amo ao E iE It BI m no S a u a r� n 'o m� 9¢ �o iNi z IT z 0 a In rc n o n 1 I 1 I 1 1 I _MA MISS of ' I 1 1 �1 L1 ,I 1 1 �1 W Q wl �1 wl V 1 t lsgol MATCHLINE SEE SHEET L -5.13 SOFTBALL FIELD - BASE BID, SEE SHEET L -6.14 BID ALT. # 3, SEE SHEET LBA -10.1 & 10.2 FOR PLAN71" n6rPLLnnoN NOTES SEE FLANTNB O AIL SFI ET. ] RCOT BPRwER I : ALL TREE5 RANTED HITUN C'-O' OF AM' II III (51GEWP1K5, HI ob, FAV ,, CURBS, ETGJ1 RELEIVE A RCOT 6,4RIER BY' DEEP ROOT OGFP' 014) MO o"S. INSTALL A • III BPFRIER 1I LPoP DENIER® dl TXE 1REE TPIMK. WMBER LP PH8L5 PEi TREE BT .wTI,RERS REwI.nEronnox. sff DErAIL R, � LnI. OALL TREES ARE TO RAVE STARPM FORM P MATD sI1GlR.4i HX DFA 719R9TG9 /M S II S RANTING I M ANT PLA IN9 EETAIL SIER FOR 91F 1 AL REa)IREI ONRPN.ES ONLY. DOM TDR 15 RE5�Pd�EBLE FOR �TIIA9 HIS OWN AREA TAKV-FFS Aro AT C IN75 pBEET MB6I.ENn = II NOTE n ON FLAN "OE.AIL OIF IrtlunES IN119V IQ AI I TREE OR SLTRUB FLANnNe. T PLANK ARE TO BE FlJNTCO AT nE DIRECTOR OF TB OWNERS J� PUMORIz® RVIII E TATIVE. ?YY LODAVM OF SOIL s E PER MNnIK NOTE I9 g10.NrtING Y LERI AIO NOTES SNE:T. C— — 3— I sum Rr 10 ITT 5 \TV T�j .,I =,RI 05,, �LJ PI � PII I � ;0 o R KIN \ TK F. T�1��Rftk 24 WX 71 \ =ZE i 70 Rs PI eac mv. is 430L. 6 N� '71 wil 40 o000 INS W44 I Mmum 1 E07 Ono I wSm c IME raw __ , _v WA NOR'Ilk MEMO willimill ■ l5gal I e 2411 I /l 1� 1 I \\ ` mmm IS �� ill ' l A1WV.11V BASE BID, SEE SHEET L -6.14 BID ALT. # 3, SEE SHT. LBA -10.1 ALT. # 3 SEE SHT. LBA -10.2 1 1 -1 ,1 V MATCHI INE SEE SHEET L -5. *COMPLETE PLANTING LEGEND PER SHEET L -'1.0 4 1 NORTH SCALE: VI 20 10 0 20 40 KEYMAP' UNDERSROUND SERVICE ALERT SAN ELIJO JOINT POWERS`APF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT /'"t .R Canino ='y San9Juan Capistrano, CA92675 8 o xmv.RJMdesl9n9roup.mm GROUP mA a 19491493F2fi90 (ax Rj M TWO WORKING DAYS SIGN DATE �rP dD`' 1949119 &2fi00 phone SIGN DATE SIGN DATE DIRE (710 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG P LTf CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DED APPR�gD LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: � '��.- `�u�q7 _ ENCINITAS COMMUNITY PARK 10630 -G .A. NO, 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE TREE PLAN L -5.14 SHEET >.zT OF 201 PLANNING CASE NO: 04-197 MUP /DR /CDP /EI' � ' MATCHLINE SEE SHEET L-5 14 Ito . ��. PAS d AN Ilk IVAN d wit � NO pip � , FA PARKING LOT'A'- BASE BID, SEE SHEET L-6.15 ..1 a � -�,� ��►, �'��� - - .,i - � OF x A MANUFACTURERS, RECOMMENDATION. SEE PETA11- 1, SHEET AI-L TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZEABRANCHINS CHARACTERISTICS PER SPECIES. SEE PI CID CID NOTE III ON THIS P-AI DETAIL SHEET FOR SUBMITTAL GTHE QUANTITIES SHOHN ARE FOR REFERENCE AND BID COMPARISON PARPOI ONI CONTRACTOR IS RESPONSIBLE FOR CONDLICTEUS is 0 L 01 AREA TAIIJE-OFPS AND UNIT COUNTS. SOIL AMSNPMENT� SEE PLANTING, NOTE 17 ON PLANTINS DETAIL SHEEI OAF GIF UTILITIES INTERFERE KITH TREE OR SHRI PLANTINS, THE PLANTS ARE TO BE PI AT THE DIRECTION OF THE O�NERS AUTHORIZED REPRESENTATIVE. LOCATION OF WIL SAMPLE PER PI NOTE Iq ON FLANTINS LEOENO AND NOTES SHEET. KIM � r� .,,.,�•.. .� �� �- (.� . • �.� ,����a ^ �� \����� 1 saw r� . �i� `�� 1 ►. ' �W�o_..����, �r ►ter. ;11,.• _� NORTH Elk I IF '� IRWIN% SCALE: VI Ilk t _ IN ����, ��`�� �r�rlrrrs�•� 20 10 0 20 40 NNI `L ` �.�iirrc -�� _;� �►•` U04 � ►�rrl��� Iii, � MINI 12" ACE IN E .a MEN KEYMAP San Juan CaPIWMI CA 92675 IIIIIIIIII.RIMIdesigngrounwim DESIGN [949149 GROUP THO AORKINO AI SI-GN DATE Rj M DIRE(110�01- ENGINEERING JAHE BEFOFI YOU CIO II -- DESCRIPTION -OC 0019 PLANS PREPARED UNDER SUPERVISION OF �J,�� . .. ..J HORIZONTAL r _ ,., RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 TREE PLAN L-5.15 9 1111111IIIIIIIII 1111111IIII III! Iligilliplill 111 11 !!!1 0 a 0 0 J d 3 �sG EO my tm R a i i �o e � a � o is e� 0 a in v n i I I I 1 I 1 I r 1 I vI 1 I # I I I LLI I 1 1 I I I I I I O— 1 I I I 1 II O o� I I 1 1 I I I 1 b Io Io l L CO 1O II I I I 0 (DI I I II I I III , � III III II L__ I d \ \ I o - -- I ----- - - - - -- - -- _ J \ O ms's II Ilh —�� —III I� — Ih _ II III to - — II 0 0 I \\ --- ---- - - - - -- 0- ---- - - - - -- rI \ J® U I II I�II 7 VINE BOTANICAL NAME / 1 KATER � I COMMON NAME 1 I BOTANICAL NAME KATER COMMON NAME SIZE QTY REQUIREMENTS COMMENTS SPACING PARTHENOCI55U5 TRICUSPIDATA STD. 1305TON IVY 15 SAL. 57 LOW MATCHED PER PLAN *COMPLETE PLANTING LEGEND PER SHEET L -7.0 SCALE: 1" =20' fdiG =i NORTH [Z =57 W I °p o I O 0 \\ o \ � MHO I � - -MNOL fll i - 1 N 1 `O I 1 a ao 1 W 1 W I 1 W � 1 � 1 x U � Y - 1 1 - 1 , f� UNOtr OKOUrvLx sLKVIct ALLKT SAN ELI JOINT POWERS NOSGpe , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY .' °'. 31591 CaMno Ca*tvano �+ Rj M San Juan Capstmno, CA 92675 DESIGN t 8I o u [949] 4JMd690fax up.mm GROUP J` u'r c [9491493 -2699 fax NrJ TWO WORKING DAYS SIGN DATE 9rF v -LS �p [9491493 -2690 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Desl EKED BY: !DRAWN sIAFP !CHECKED U v: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: DC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DEDor LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: • 2 ENCINITAS COMMUNITY PARK 10630 -13 A. NO.: 2502 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE SHRUB PLAN L -6.1 SHEET 129 OF 201 PLANNING CASE NO 04 -197 MUP /DR /CDP /EIA a s�Q e p &H 0 £ i rc m 0 a Y 9¢ i� i z� o a m p n 1 �1 11 1 I II o L "6.1 _� 0 0 0 0 -- HL�ESEES:E-��go so TC -- r r =_- 3' HP GAS - - - -- 30 �iJlla(11C - -- --------- - - - - -t 1 1 x x� 1�— °o -• o0pO0 of p o�fi1����•d 000 <'A� s� O't1 � 1 ■ °pee/► -• � I �-1♦��. (f/ALL - TWO WORKING DAY5 BEFORE YOU DIG CHANGE NO.1 DESCRIPTION 1367 cc L� SKATE PARK - FOR BID ALT# 5A,SEE SHEET LBA - 8.1 FOR BID ALT# 5B,SEE SHEET LBA - 8.2 FOR BID ALT# 5C,SEE SHEET LBA - 8.3 ceAxorx3 TA Polm. NIOIb!®NUt a.a.:, - ,Irr�r mclr� Ii 1p 0 HiNHE 1240111 TI 11 Mllroe �wmrr Marx I � I A5F_ M TGM.O V OL, CP w�ww w�re°Pax � �J`_ �A,�♦�♦�♦�♦�♦' 0.9000 Dam •Ir - mma9s MATT MIANKYL Iw.s - -- _ - -- =r Lames /� �•qe -� I 0,f to MATCHLINE SEE SHEET ca3aln rtc�. _— - - A:G'°Iffo II O ® c°RA�`E"i lawnoc°L1iel wLl I=6JAY 3O° ,4W v IRICICR 2T.f -- ffiDIDKWC.= — _— _ - - - - -- L;W ADTOOiI'm M^T� I Po �YT� I M lMT —r--- 2 EY�AALKIlPp/WALA� l5LI3LwLZIA GPIIPOPNILA 5. LOW It I Ih l I I III / / � � T — _ _ ✓I RV MM VIWPIIIP0.11H Pes"�PLA" Baum' I =2 WA WA DO � . , .0.10A Ii IPeoeL. {LO WA' I I //Y —_ —__ MIM,L15 AmAWAHOS DLO _ AlTeI L___ — ___ -- __— 1 I _— ____— L __ _� 31591 Camino Capisonno 1lMGP ___ MI r I / 1I� --- San Juan Capisbano ' CA 9M75 v�1 CR({3T Y D.OJ WA IL — -- emp — — — — IF r War wx111oIH,wwT� o I / - 4. - -__ — — — — — — — — — — �OlST 1 q [91 phone rue LNS® SIGN DATE rwlel .. @M AB HO[ IOK 571 IOW MATGMD sae mr O P45A I ajltlA I>a131T PINK IG@9.0 ICY OK A ✓q0 MAS I@ P6 M 3 _ - _ -_____ --1-_ _RI - -- ---- ______ ...44 - _ - EXISTING - -- rsruLA waaA�ov„e' ___ i/ ------ __ -__ --- . �IkIANigN67AIiEA C _ _wA 0/ DII w 3 ® _ _ — HP GAS- - - - - -- - - - -- ��$ a - 1367 cc L� SKATE PARK - FOR BID ALT# 5A,SEE SHEET LBA - 8.1 FOR BID ALT# 5B,SEE SHEET LBA - 8.2 FOR BID ALT# 5C,SEE SHEET LBA - 8.3 DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 0 DATE: Amax ".A. NO.'. 2502 EXP.: 09/30/13 SG 1 F •I. �L C �s �!o IV.MYK NM! NS HIY 1N� s W.41@ A•AO.I. cwnxll.As w % OL. PI II VC(Y IOW MATGIGO D'OL. ceAxorx3 TA Polm. r 1p 0 HiNHE 1240111 TI 11 kv,�Akv,IV, 1 MV -197 A5F_ M TGM.O V OL, CP �J`_ �A,�♦�♦�♦�♦�♦' 0.9000 I6K - LTV MATT %'04. »A AFuBM.oLIA �•qe -� I 0,f MATCHLINE SEE SHEET L-6.3 WW A:G'°Iffo 0� O Iscs I L;W ADTOOiI'm M^T� M al 2 LGW P r RV MM VIWPIIIP0.11H DO � . , =D= Iqy 5L4. AlTeI 31591 Camino Capisonno 1lMGP MI LOW / 1I� San Juan Capisbano ' CA 9M75 emp ATCH1 [91 fax Rj M �OlST 1 q [91 phone LOA SIGN DATE W 0 . .. @M AB HO[ IOK 571 IOW MATGMD PR O P45A I ajltlA I>a131T PINK IG@9.0 ICY OK A ✓q0 MAS I@ P6 M DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 0 DATE: Amax ".A. NO.'. 2502 EXP.: 09/30/13 SG 1 F •I. �L C �s �!o IV.MYK NM! NS HIY 1N� s W.41@ A•AO.I. cwnxll.As w % OL. PI II VC(Y IOW MATGIGO D'OL. AT u ceAxorx3 TA Polm. r SM 0 HiNHE 1240111 TI 11 6K. MV -197 A5F_ M TGM.O V OL, CP I6K 3q LTV MATT %'04. »A AFuBM.oLIA SI HI 205 WW A:G'°Iffo 0� AT u ceAxorx3 TA Polm. r n . 0 HiNHE 1240111 TI 11 6K. MV -197 A5F_ M TGM.O V OL, CP I6K 3q LTV MATT %'04. »A AFuBM.oLIA =,o WW A:G'°Iffo O Iscs L;W ADTOOiI'm M^T� M al 2 LGW P r RV MM VIWPIIIP0.11H DO � . , =D= Iqy 5L4. 1lMGP MI LOW ATCH1 �OlST 1 q 117 LOA MAT W 0 . OWL @M AB HO[ IOK 571 IOW MATGMD PR O P45A I ajltlA I>a131T PINK IG@9.0 ICY OK A ✓q0 MAS I@ P6 M 3 .ID M;� ® DII w 3 ® � = .G a 0011 Www 15 SO_ ilia IBP1. MOp D TG %'OL. ® SenM 5411 G92M' 16K ill5l rq0 �T�F40C` PER �INIA rt4:lAI w 1 � _ TM Y IBAN RO llw C 266 1y nIGO %' OL ICY SAN pIC -0D! I BPL M TcW® W04;, .et1NA55�3. .mom 24- 04 PLANTING NOTES I FOR PLANTING INSTALLATION NOTES SEE PLANTINS DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8' -O" OF ANY HARDSCAPE ELEMENT (51DEWALK5, WALLS, P.O., PAVERS, CURBS, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP" (114) 898 -0863. INSTALL A 5U6-PANEL BARRIER IOb" LONE CENTERED ON THE TREE TRUNK. NJMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET L -TI. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZE XCHING CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE 04 ON THE PLANTINS DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. O4 THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON FURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE-0FFS AND UNIT OOUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTINS DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRE5ENTATIVE. o LOCATION OF SOIL SAMPLE PER PLANTING NOTE I9 ON PLANTING m LESEND AND NOTES SHEET. b N *COMPLETE PLANTING LEGEND PER SHEET L -7.0 NORTH aa.ecoai r n . 0 HiNHE 1240111 TI 11 PLANTING NOTES I FOR PLANTING INSTALLATION NOTES SEE PLANTINS DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8' -O" OF ANY HARDSCAPE ELEMENT (51DEWALK5, WALLS, P.O., PAVERS, CURBS, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP" (114) 898 -0863. INSTALL A 5U6-PANEL BARRIER IOb" LONE CENTERED ON THE TREE TRUNK. NJMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET L -TI. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZE XCHING CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE 04 ON THE PLANTINS DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. O4 THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON FURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE-0FFS AND UNIT OOUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTINS DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRE5ENTATIVE. o LOCATION OF SOIL SAMPLE PER PLANTING NOTE I9 ON PLANTING m LESEND AND NOTES SHEET. b N *COMPLETE PLANTING LEGEND PER SHEET L -7.0 NORTH r n . L -6.2 HiNHE 1240111 CASE NO: 1 -197 MUP /DR /CDP /EIA PLANTING NOTES I FOR PLANTING INSTALLATION NOTES SEE PLANTINS DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8' -O" OF ANY HARDSCAPE ELEMENT (51DEWALK5, WALLS, P.O., PAVERS, CURBS, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP" (114) 898 -0863. INSTALL A 5U6-PANEL BARRIER IOb" LONE CENTERED ON THE TREE TRUNK. NJMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET L -TI. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZE XCHING CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE 04 ON THE PLANTINS DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. O4 THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON FURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE-0FFS AND UNIT OOUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTINS DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRE5ENTATIVE. o LOCATION OF SOIL SAMPLE PER PLANTING NOTE I9 ON PLANTING m LESEND AND NOTES SHEET. b N *COMPLETE PLANTING LEGEND PER SHEET L -7.0 NORTH SCALE: 1'1=201 / 20 10 0 20 40 J KEYMAP Po ��Q0 PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT m n N a DATE DIRE WONT OF ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. J DED APP ENCINITAS COMMUNITY PARK 10630 -G r n . L -6.2 PLANNING CASE NO: 1 -197 MUP /DR /CDP /EIA SCALE: 1'1=201 / 20 10 0 20 40 J KEYMAP Po ��Q0 PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT m n N a DATE DIRE WONT OF ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. J DED APP ENCINITAS COMMUNITY PARK 10630 -G SHRUB PLAN L -6.2 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA S n E' a m ,s o £ i 8 $ rc } M r a r -d n r 9¢ i� i zh � o a m m n RI p "6'E' - 0 TOTAL 70 SPACES 10 ACCES BLE 0 V V ■ tt � � II � I � I � I , �� � c V MATCHLINE SEE SHEET L-6.2 D HIVE I Ni Vat a MO VIIIIIIIIIV FIC wsuawe. Al otOVA c )� 06 uggr TRT�y 11 T'2 01- oc O N sm oWO O- p_rsrrs. A" -V10 �00eg Fli �r•, . � Ci0✓ p "6'E' - 0 TOTAL 70 SPACES 10 ACCES BLE 0 V V ■ tt � � II � I � I � I , �� � c V MATCHUNE SEE SHEET L -6.4 0 20 40 D TWO WORKING DAY5 BEFORE YOU DIG CHANGE NO.1 DESCRIPTION I � Ek "RAW me NNN7 N" m ELIJO JOINT POWERS SIGN DATE 'rE r `\fc APPROVED DATE BENCHMARK SCALE DESCRIPTION: CC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 I 2PIO PRIVATE SEWER EASE9EVT TO RASPY GROWERS PER DOC. REC 37597 Camino Capktran0 San Juan Capiehano, CA 9M75 DESIGN [94914JMdWfamup.mm M6ROUP [949[493 -2690 fax [949[ 493-]600 Phone Rj SPECIAL DISTRICT APPROVAL DI 0 I 11�J = 1_�1h1'L��iliL�. ll, ng SIGN DATE DATE: . ".A. NO.'. 2502 EXP.: 09/30/13 0 FMI Van 1�1 20 10 0 20 40 D HIVE I Ni Vat a MO VIIIIIIIIIV FIC wsuawe. Al SM. 0 TRT�y 11 T'2 01- oc O N sm WOO 0�1 SM Cr 96- oz �—p 0 1 VA�Ly 401 0 FMI VII! Van 1�1 20 10 0 20 40 D HIVE I Ni Vat a MO VIIIIIIIIIV p(� wsuawe. Al 0 TRT�y 11 VII! Van 1�1 20 10 0 20 40 HIVE I Ni Vat MO VIIIIIIIIIV p(� IW Al r V4 T'2 01- oc O N sm WOO 0�1 VII! Van 1�1 20 10 0 20 40 HIVE VIIIIIIIIIV p(� IW Al r T'2 01- oc QA sm SM �—p 0 1 VA�Ly 401 VII! *COMPLETE PLANTING NORTH LEGEND PER SHEET L -7.0 SCALE: Van 1�1 20 10 0 20 40 *COMPLETE PLANTING NORTH LEGEND PER SHEET L -7.0 SCALE: PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t 4>Le.J ,N DATE DIRE 0 OF ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ?ECG DED APP ud9P _ ENCINITAS COMMUNITY PARK 10630 =G )ATE DATE SHRUB PLAN L-6.3 SHEET131OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 20 10 0 20 40 p(� r T'2 ,t■ QA PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t 4>Le.J ,N DATE DIRE 0 OF ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ?ECG DED APP ud9P _ ENCINITAS COMMUNITY PARK 10630 =G )ATE DATE SHRUB PLAN L-6.3 SHEET131OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a0 a0 �a t� 8$ rc no -u NS i 9¢ �a z� =p a .n o n 0 A I u 4 I 1 1 A MATCHLINE SEE SHEET L -6.3 boo-aw-M-gym ON swMmwM MiM no r-w LA OSCAPE ASEMENT / DOG PARK - BID ALT. # 4, SEE SHEET LBA - 9.1 & 9.2 PRIVATE SEWER TO RASPY PER DOC. - - 0 I SG R� C J M i O Ile I I II PLANTINIS NOTES 8 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8'b• OF ANY HARDSCAPE ELEMENT (SIDEWALKS, 1 A 1_5, D.6., PAVERS, CURBS, ETC..) SHALL RECEIVE A ROOT BARRIER BY 'DEEP ROOT CORP' ('114 590 -0865. INSTALL A SUB -PANEL BARRIER 10' -0' LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION, SEE DETAIL Q, SHEET L -1.1. OALL TREES AP O ON PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE 11 ON PLANTING DETAIL SHEET. bO IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTBP AT THE DIRECTION OF THE OWNERS AU1110RIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE A ON PLANTING iii LEGEND AND NOTES SHEET. "COMPLETE PLANTING LEGEND PER SHEET L -7.0 NORTH SCALE: 20 10 0 20 40 01* imp- �� '��i�!-���i�:�-���i�:p- �����i� -.l - �'�-�1'�� / .. `i ��1!!!1�!!!!!!!!!�!�.!��F ��ids!! i!! �i! ��!!l �i!!!!i! ��!!!!!!! �i!!!!!!! i!! �i! �s!!!!!!!!!!!!!!! �i�!G �i!!: �!!�e�!�!!!!!�d 1 1►►!!! i�,!!! ��G�O!!!! �!!!li�!�!!!�!i!s!�!!!!O! ids!!!!!!l i! s!!!!!!!!!!!!S �i!!!!!!!!!!!!!O>!!s�����i!D!•!!��!!!!!!!•�'► ��! ►! !! !�i_!F.�.!!!!.t .id_:o����.r2��o_ z��sssassa�d s- -�Z1����si����s =s -� - °_...g .�.GS6G•C�Q�lc •:••sy'��:G�G�i�isasiC�C� <tc III III ,. i� M1 L �.TJIU EASEMENT TO THE CITY L 1 9 4 - — �1M ' — — !� W ' ► San Juan Capistrano, CA 92675 DESIGN _ _— _ • 94.49 W a L, [I •_ . DATE BEFORE O ®® ® - ..._• ® ®� �- - • 9999• • DEPARTMENT LOCATION SHEET C-0.1 DATE: - -. S .,. RECORD FROM: COUNTY OF SAN DIEGO VERTICAL .. ELEVATION: 215.640 DATUM;NGVD 29 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA off: PLANTINIS NOTES 8 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 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ELEVATION: 215.640 DATUM;NGVD 29 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 8 R a i a O O °n d >S r � rc 0 O -a NS iH 9¢ �a i z z 0 a .n o n � � I� I pave / ��s �c \ •� e . rte.. u ��`_ _ - - _...voo0 �:.iiQ{'S llM O.+ �i /Qi — s•_. ' , . , = ■N ■N ■N■N �� _�1�► Ov0' �- ■N ■N ■N ■N ■N ■N �N�N�N��7N ■N ® � A ���� " <s �� �� � � � x Cri trl to x rN SG cc M I I i+ .. . *COMPLETE PLANTING - MATCHLINE SEE SHEET L -6.3 LEGEND PER 5HEET L -7 O 0 P A S y a C mA a TrE Fde ° `'� 31597 Camino Capletrana San Juan Capishano, CA 9M75 www.RJMdesl9n9m m up.m [949[493 93 III [9491493 -Zfi90 Phone MM Ur p � GROUP 20 10 0 I WA lw WA AUIHUKIIY gas w: o d� ,00 WA Mb SIGN DATE SIGN DATE SIGN DATE 5� , XM 0 P A S y a C mA a TrE Fde ° `'� 31597 Camino Capletrana San Juan Capishano, CA 9M75 www.RJMdesl9n9m m up.m [949[493 93 III [9491493 -Zfi90 Phone MM Ur p � GROUP 20 10 0 20 40 AUIHUKIIY gas w: o d� ,00 WeI IF 0 i ,a o° I� I FOR PLANTING INSTALLATION NOTES SEEP ANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 2' -0' OF ANY HARDSLAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS, OURBS, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT OORP" (114) b9b-O866. INSTALL A SUB -PANEL BARRIER 10'-O' LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANIFACNRERS RECOMMENDATION. SEE DETAIL Q, SHEET L -1I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 512E/BRANCHIN6 GHARAGTERISTIQS PER SPECIES. SEE PLANTING NOTE a9 ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOUIREHTI qOTHE QUANTITIES SHOWN ARE FOR REFERENCE AND BID CAMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDULTIN6 HIS OWN AREA TAKE -OFF5 AND UNIT COUNTS. 0 SOIL AMENDMENTS SEE PLANTING NOTE 11 ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S J� AUTHORIZED REPRESENTATIVE. may- LOCATION OF SOIL SAMPLE PER PLANTING NOTE IQ ON PLANTING i LEGEND AND NOTES SHEET. NORTH SCALE: 1"=20p P A S y a C mA a TrE Fde ° `'� 31597 Camino Capletrana San Juan Capishano, CA 9M75 www.RJMdesl9n9m m up.m [949[493 93 III [9491493 -Zfi90 Phone MM Ur p � GROUP 20 10 0 20 40 AUIHUKIIY gas �xi w o d� Y4 +I�t � • WeI IF SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE sm DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: t -2 ®p m PARKS AND RECREATION APPROVALS Fee I, Fee ii� DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM:NGVD 29 HORIZONTAL VERTICAL PLANS PREPARED UNDER LA Y P. AN, L.L.A. SUPERVISION OF DATE: � .A. NO.. 2502 EXP.: 09/30/13 RECD DED APP��°�° �'�i�,' �°1ud�7 _ DATE DATE ENCINITAS COMMUNITY PARK SHRUB PLAN L-6 .5 10630 -G HEET >aa OF 207 _ MA dimp +� ME Pei III 1 5014 5� YANKEE "Nr III T� -oM VV 04 M�T IMP sm 0 SALAk �MZFII "I AWAY SM. �., iTI wv ., Misr wv 9 ® -� sm MAT� W-06 Mi MAI IM. 04 i ,a o° I� I FOR PLANTING INSTALLATION NOTES SEEP ANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 2' -0' OF ANY HARDSLAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS, OURBS, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT OORP" (114) b9b-O866. INSTALL A SUB -PANEL BARRIER 10'-O' LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANIFACNRERS RECOMMENDATION. SEE DETAIL Q, SHEET L -1I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 512E/BRANCHIN6 GHARAGTERISTIQS PER SPECIES. SEE PLANTING NOTE a9 ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOUIREHTI qOTHE QUANTITIES SHOWN ARE FOR REFERENCE AND BID CAMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDULTIN6 HIS OWN AREA TAKE -OFF5 AND UNIT COUNTS. 0 SOIL AMENDMENTS SEE PLANTING NOTE 11 ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S J� AUTHORIZED REPRESENTATIVE. may- LOCATION OF SOIL SAMPLE PER PLANTING NOTE IQ ON PLANTING i LEGEND AND NOTES SHEET. NORTH SCALE: 1"=20p P A S y a C mA a TrE Fde ° `'� 31597 Camino Capletrana San Juan Capishano, CA 9M75 www.RJMdesl9n9m m up.m [949[493 93 III [9491493 -Zfi90 Phone MM Ur p � GROUP 20 10 0 20 40 AUIHUKIIY gas �xi w o d� Y4 +I�t � • WeI IF SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: t -2 ®p m PARKS AND RECREATION APPROVALS Fee I, Fee ii� DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM:NGVD 29 HORIZONTAL VERTICAL PLANS PREPARED UNDER LA Y P. AN, L.L.A. SUPERVISION OF DATE: � .A. NO.. 2502 EXP.: 09/30/13 RECD DED APP��°�° �'�i�,' �°1ud�7 _ DATE DATE ENCINITAS COMMUNITY PARK SHRUB PLAN L-6 .5 10630 -G HEET >aa OF 207 _ MA dimp +� ME Pei III 1 5014 5� III T� -oM MATUlit) 04 M�T IMP sm i ,a o° I� I FOR PLANTING INSTALLATION NOTES SEEP ANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 2' -0' OF ANY HARDSLAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS, OURBS, ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT OORP" (114) b9b-O866. INSTALL A SUB -PANEL BARRIER 10'-O' LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANIFACNRERS RECOMMENDATION. SEE DETAIL Q, SHEET L -1I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 512E/BRANCHIN6 GHARAGTERISTIQS PER SPECIES. SEE PLANTING NOTE a9 ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOUIREHTI qOTHE QUANTITIES SHOWN ARE FOR REFERENCE AND BID CAMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDULTIN6 HIS OWN AREA TAKE -OFF5 AND UNIT COUNTS. 0 SOIL AMENDMENTS SEE PLANTING NOTE 11 ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S J� AUTHORIZED REPRESENTATIVE. may- LOCATION OF SOIL SAMPLE PER PLANTING NOTE IQ ON PLANTING i LEGEND AND NOTES SHEET. NORTH SCALE: 1"=20p P A S y a C mA a TrE Fde ° `'� 31597 Camino Capletrana San Juan Capishano, CA 9M75 www.RJMdesl9n9m m up.m [949[493 93 III [9491493 -Zfi90 Phone MM Ur p � GROUP 20 10 0 20 40 AUIHUKIIY gas �xi w o d� Y4 +I�t � • `�, SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: t -2 ®p m PARKS AND RECREATION APPROVALS Fee I, SBYY, DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM:NGVD 29 HORIZONTAL VERTICAL PLANS PREPARED UNDER LA Y P. AN, L.L.A. SUPERVISION OF DATE: � .A. NO.. 2502 EXP.: 09/30/13 RECD DED APP��°�° �'�i�,' �°1ud�7 _ DATE DATE ENCINITAS COMMUNITY PARK SHRUB PLAN L-6 .5 10630 -G HEET >aa OF 207 _ +� ELIJO JOINT POWERS JAPE PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT wl 8 TWO WORKING DAYS BEFORE YOU Die P A S y a C mA a TrE Fde ° `'� 31597 Camino Capletrana San Juan Capishano, CA 9M75 www.RJMdesl9n9m m up.m [949[493 93 III [9491493 -Zfi90 Phone MM Ur p � GROUP AUIHUKIIY o d� SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SBYY, DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM:NGVD 29 HORIZONTAL VERTICAL PLANS PREPARED UNDER LA Y P. AN, L.L.A. SUPERVISION OF DATE: � .A. NO.. 2502 EXP.: 09/30/13 RECD DED APP��°�° �'�i�,' �°1ud�7 _ DATE DATE ENCINITAS COMMUNITY PARK SHRUB PLAN L-6 .5 10630 -G HEET >aa OF 207 _ PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA n a G O a e E �m a c; aV LS N �o is pN 2 0 < N on nl PLANTING, NOTES I FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT 5ARRIER NOTE: ALL TREES PLANTED WITHIN D'-O" OF ANY HARDSCAPE ELEMENT (SIDEWALKS, HALLS, DD, PAVERS, CURES, ETC..3 SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP' (114) b9!o 0SI 5. IN5TALL A BUB -PANEL BARRIER IO'-O" LONG CENTERED ON THE TREE TRUNK. "MR OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZE/BRxNCHINS CHARACTERISTICS PER SPECIES. SEE PLANTIN5 NOTE B9 ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOUIREMENT5. 4O THE QUANTITIES SHORN ARE FOR REFERENCE AND BID COMPARISON FURPOSE5 ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING H15 OWN AREA TAKE -OFFS AND UNIT COUNTS, OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. (D IF UTILITIES INTERFERE KITH TREE OR 5HRU5 PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S J� AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE I9 ON PLANTING TT LEGEND AND NOTES SHEET. 0 0 0 0 w MI ANNE Yx IZBaP laBBlftrzvBftl 0 �JxEERMA RI xnw RUNIBBI BTPI BI wBASE BID) ne 0) ur 1,805 V) �7��P4wjry 11 240 6 Po RI w lw� III - Mom GREEK aTV, 51 �19A � AZITI SM. I III Be ac 41 ymKog III sm, 1I TPP,jE �TPEV Woe, o INI m� III vvs"N�w BoP oBy G µ BI sm, U STE STP om w 91111 CITY Yx IZBaP 0 �JxEERMA RI xnw w �i 91111 CITY Yx IZBaP %N40 �JxEERMA RI xnw RUNIBBI BTPI BI wBASE BID) ne 0) ur 1,805 V) w lw� III - Mom GREEK 51 PAR � AZITI SM. 1I TPP,jE �TPEV Woe, �i MATCHLINE SEE SHEET L -6.8 �� \ \F ♦ \\ a *COMPLETE PLANTING NORTH - \ LEGEND PER SHEET SCALE: 1 " =20' 20 10 0 20 40 ■ A _ _� ml l� �'� KEYMAP a UNDERS5ROUND 55EERVVI^ICIE (ALERT V V SAN ELIJO JOINT POWERS "aE , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT III, 31591 Camino Capistrano + San Juan Capistrano, CA 92615 LNG 1 mahoRJMtlesigngnoup.mm ORWP ma a [949149 3-2690 fax ade.J TWO WORKING DAYS SIGN DATE 9rP F NF [949149 &2600 phone SIGN DATE SIGN DATE DIRE (110 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 BI IA !CHECKED BI PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO LED APP��°�° LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' +av>av I-- ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVL 29 LA v P,,IxI EXP.: 09/30/13 DATE DATE SHRUB PLAN L -6.6 SHEET 1340F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 91111 CITY Yx IZBaP MAT� BIB MATCHLINE SEE SHEET L -6.8 �� \ \F ♦ \\ a *COMPLETE PLANTING NORTH - \ LEGEND PER SHEET SCALE: 1 " =20' 20 10 0 20 40 ■ A _ _� ml l� �'� KEYMAP a UNDERS5ROUND 55EERVVI^ICIE (ALERT V V SAN ELIJO JOINT POWERS "aE , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT III, 31591 Camino Capistrano + San Juan Capistrano, CA 92615 LNG 1 mahoRJMtlesigngnoup.mm ORWP ma a [949149 3-2690 fax ade.J TWO WORKING DAYS SIGN DATE 9rP F NF [949149 &2600 phone SIGN DATE SIGN DATE DIRE (110 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 BI IA !CHECKED BI PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO LED APP��°�° LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' +av>av I-- ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVL 29 LA v P,,IxI EXP.: 09/30/13 DATE DATE SHRUB PLAN L -6.6 SHEET 1340F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 91111 CITY Yx IZBaP n �JxEERMA RI xnw wBASE BID) ne 0) ur 1,805 V) MATCHLINE SEE SHEET L -6.8 �� \ \F ♦ \\ a *COMPLETE PLANTING NORTH - \ LEGEND PER SHEET SCALE: 1 " =20' 20 10 0 20 40 ■ A _ _� ml l� �'� KEYMAP a UNDERS5ROUND 55EERVVI^ICIE (ALERT V V SAN ELIJO JOINT POWERS "aE , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT III, 31591 Camino Capistrano + San Juan Capistrano, CA 92615 LNG 1 mahoRJMtlesigngnoup.mm ORWP ma a [949149 3-2690 fax ade.J TWO WORKING DAYS SIGN DATE 9rP F NF [949149 &2600 phone SIGN DATE SIGN DATE DIRE (110 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1 BI IA !CHECKED BI PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO LED APP��°�° LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' +av>av I-- ENCINITAS COMMUNITY PARK 10630 =G A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVL 29 LA v P,,IxI EXP.: 09/30/13 DATE DATE SHRUB PLAN L -6.6 SHEET 1340F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a .a ao �a B $ rc m O -a �s iH 5, i z n z 0 a u, o n 1 1 1 1 1 t� �W x Ln _W 1 0 0 3 SPACES KING C7 56 TONAL 4 ACCESSIBLE ii M'OIbG® MX NaueATmJ - IRLY 111' t4 M GIIY Q flaGMTM GYI@III! OmNN WMY1. 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OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 51ZE/BRANCHIN5 CHARACTERISTICS PER SPECIES, SEE PLANTING NOTE •q ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOUIREMENTS. 4O THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE 11 ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TRIBE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S J� AUTHORIZED REPRESENTATIVE. 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MAT� POINT i ZUM BI MATMED 45. 0�1 RI BI P *COMPLETE PLANTING LEGEND PER SHEET L -1.0 t 4�e.J DATE DIREVTOP7 OF ENGINEERING DATE SIGN PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT J DED APP ENCINITAS COMMUNITY PARK NORTH SCALE: 1"=201 t7) SHRUB PLAN PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 20 10 0 20 40 {P �(�6se9. i ZUM t 4�e.J DATE DIREVTOP7 OF ENGINEERING DATE SIGN PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT J DED APP ENCINITAS COMMUNITY PARK L -6.7 DRAWING NO. 10630 -G SHRUB PLAN PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA L -6.7 DRAWING NO. 10630 -G a a Ho a 00 so a B$ �m s CL Y �6 n5 �H 9¢ i 00 z 0 a 1n o n MATCHLINE SEE SHEET L -6.6 RO 1 \x\ \ 1'\ Sl\ \ 5a11=:e SHRUB PLAN PLANNING r no.iocA weliµilwe 2+0 SIM e,r aL.wintat ca.r�n Fornol L x cl«e \ + PICNIC AREA \. \\ \. - \\ \. + \ ++ +'p' \ e� Nu \ ox r_J Y1-1 ✓ v v ✓ ✓ v v W vv v vvv'� v v v v v v v v v v v v v v W ' vvvvvvv v v v v v v v v v v v v ✓ ✓ v / W� ✓ 1� ✓ r - - ✓✓� T- U A, v v ✓ iLIC��Ir, cc �I V I \ 11` n cc PLANTING NOTES RE I FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8' -O" OF ANY HARDSCAPE ELEMENT (5IDEWALK5, V 1.5, D.S. 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ELIJO JOINT POWERS DATE APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 31591 Camino Caplsoano �® San Juan Capieheno, .cum 5 DESIGN w49149 deW hnx up.mm M GROUP [949[493 -2690 fax [949[493-]600 Phone Rj SPECIAL DISTRICT APPROVAL DI 0 I N I I _LL I SIGN DATE DATE: A. NO.'. 2502 P AN, LL.A. 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' S. -. ..... ,:........< .•— ,..- •----- •- • -• -•- MATCHLINE SHEET ►.,. a..........pe:.:...:., KEYMAP WEIRS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ' • 31591 Canino Ca*tano A, 'air I'll San Juan Capistmno, CA 92675 DESIGN �.RMdesIgngmup.wm Rj M GROUP SIGN DATE [949] 49: DIHE910�0I- ENGINEERING DATE 1��' DESCRIPTION GO 0019 LED LOCATION v C-0.1 •_ •��I " iw.� .u' • 1 • 1 RECORD FROM: COUNTY OF SAN DIEGO VERTICAL - ELEVATION: 640 •. , ,. D D ♦ . I PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a 0 s cz s D 0 r � £ z 8 $ K 0 n ~O Y _Ls :3 i ro 9¢ i z 0 a .n rc M o n b N a m a m N I M J m w O a PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIA if a �a ao N 0 a i E 5 8$ rc m �a Y c� n iJ j N % h �{N O yj FQ �o xN 0 Q N C M � n PLANNING CASE N0: 04 -197 MUP /DR /CDP /EIS. 0 a ° F O d sG EO my s 0 O rgi ° a n 0 en N � o is e� 0 a in °o Qj PLANTING LEGEND TREE BOTANICAL NAME SIZE I QTY I HATER REQUIREMENTS COMMENTS SPACING COMMON NAME 30' WESTERN RED BUD 15 6AL. I MEXICAN BLUE PALM 5' F1 T -I BRAHEA ARMATA 24" BOX 5 T1 5TD. STD. 30' WESTERN RED BUD 15 6AL. I MEXICAN BLUE PALM 5' F1 BIT BT 7 lA LOW MATCHED 20'DIA. 248 T -2 GERGIS OCCI IENTALIS 24" BOX 5 T1 5TD. MATCHED 30' WESTERN RED BUD 15 6AL. 7 LOW MATCHED 20'DIA. MATCHED 50' MIA. 248 • T -6 PISTACIA CHINEN515 CHINESE PISTAGHE 24" BOX IS 6AL. LA6ER5TROEMIA X FAURIEI HYBRIDS: 5ro. MATCHED 50- PIA. T -II SYAORUS ROMANZOFFIANMI "MU" - 'MU5K06EE' 24 "BOX / 156AL 48 / 24 5TD. 5TD. 1260 LOW T -3 "NA" - 'NATCHEZ' 24 "50X / 156AL 24/12 MOD. MATCHED 25' MIA. 57D. MATCHED "TV - 'TUSCARORA' 24 "BOX / 156AL 27/27 MATCHED 5TD. C,6 CEANOTHU5 6LOR105U5 1 6AL. GRAPE MYRTLE 1 6AL. 522 VERY LOW T-11 2 T -8 PRUNUS GERASIFERA PURPLE LEAF PLUM 24" BOX 15 6AL. T 62 MOD. 5TD. MATCHED 25' MIA. T -4 REGLINATA 10' BT 7 LOW MIA. MATCHE D 50' AP IPHOENIX SENEGAL DATE PALM BP T 9 MOD. MATCHED 20' DIA. T -5 PINUS TORREYANA 24" BOX 19 STD. T -10 QUERGUS A6RIFOLIA TORREY PINE 15 6AL. T1 LOW MATCHED 30' DIA. I GAL. COAST LIVE OAK VERY LOW MATCHED LOW MATCHED 50' MIA. 248 • T -6 PISTACIA CHINEN515 CHINESE PISTAGHE 24" BOX IS 6AL. 70 34 Mown. 5ro. MATCHED 50- PIA. T -II SYAORUS ROMANZOFFIANMI O T I8' BT 23 3.00 5TD. 5TD. 1260 LOW MATCHED 1 T -7 PLATANUS RAGEMOSA CALIFORNIA SYCAMORE 24" BOX 15 6AL. 30 54 MOD. 57D. MATCHED 50' PIA. /T MATCHED 5TD. C,6 CEANOTHU5 6LOR105U5 1 6AL. ISLAND BUSH POPPY 1 6AL. 522 VERY LOW T-11 2 T -8 PRUNUS GERASIFERA PURPLE LEAF PLUM 24" BOX 15 6AL. T 62 MOD. 5TD. MATCHED 25' MIA. AH V SAWLEAF ZELKOA IS 6AL. 13 LOW MIA. MATCHE D 50' AP ARTEMISIA 'POWIS CASTLE' BP T 9 PYRUS GALLERYANA 'WHITE HOUSE' ARISTOCRAT FLOWERING PEAR 24" BOX 15 6AL. 105 -to MOD. 57D. MATCHED 25' PIA. T -10 QUERGUS A6RIFOLIA 24" BOX 24 COMMENTS Sro. COMMON NAME HP RED YUCCA I GAL. COAST LIVE OAK VERY LOW MATCHED LOW MATCHED 50' MIA. 248 VERY LOW MATCHED HED 6' O.G. STOLONS GATALINA CHERRY SF SPECS. 6.00 Al T -II SYAORUS ROMANZOFFIANMI O T I8' BT 23 3.00 5TD. 5TD. 1260 LOW MATCHED CALIFORNIA COFFEE BERRY RUEEN PALM 544 VERY LOW MOD. MATCHED 20' DIA. 435 LOW MATCHED 5TD. C,6 CEANOTHU5 6LOR105U5 1 6AL. ISLAND BUSH POPPY 1 6AL. 522 VERY LOW T-11 2 ZELKOVA SERRATA 'VILLAGE GREEN' 24" BOX I5 STD. MP MYOPORUM F.'PUTAH GREEK' AH V SAWLEAF ZELKOA IS 6AL. 13 LOW MIA. MATCHE D 50' AP ARTEMISIA 'POWIS CASTLE' BP BAGGHARIS PILULARIS 'PIGEON POINT 5ro. Sro. SAGEBRUSH 1 6AL. 165 T -13 PODOGARPUS 6RAGILIOR 24" BOX 14 CEANOTHUS YANKEE POINT' STD . STD. Sro. FERN PINE IS 6AL. 28 MOD. MATCHED 50' MIA. GP CI5TU5 PURPUREUS BEARD TONGUE 1 6AL. Sm. MATCHED 18" O.G. ROGKROSE 1 6AL. T -14 KOELREUTERIA 51PINNATA 24" BOX 4 STD. MOD. MATCHED CHINESE FLAME TREE IS 6AL. b 1 6AL. D MATCHED 50' DIA. HEMEROOALLI5 HYBRID TOYON STD. MATCHED b'O.C. 402 MOD MUHLENBER6IA RI(SENS Sro O DEER GRASS 6AL. 1570 T -IS ARBUNS 'MARINA' 24" BOX 6 DASYLIRION WHEELERI STD. Sro. N.G.N. IS GAL. 32 MOD. MATCHED 30' DIA. pppII00 4aaaa f5��u7IL' -3� �f I FOR PLANTING INSTALLATION NOTES SEE PLANTIN6 DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 6' -O" OF ANY HARDBCAPE ELEMENT (51DEWALK5, WALLS, D.6., PAVERS, CURBS, ETO -J SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP" 014) 096 -0665. INSTALL A HUB -PANEL BARRIER 10' -O" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET L -1.1. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZEBRANCHIN6 CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE W ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. OTHE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HI' OWN AREA TAKE-0FFS AND UNIT COUNTS. O5 SOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. Ob IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. LOCATION OF SOIL SAMPLE PER PLANTING NOTE 19 ON PLANTING ii LEGEND AND NOTES SHEET. ssssss.� BOTANICAL NAME SIZE OTY I REQUIREMENTS COMMENTS I SPACING COMMON NAME HP RED YUCCA I GAL. 2701 VERY LOW u 7 m HESPERALOE PARVIFLORA HATER RED REMENTS WATER 2.00 5ro. OMM� HP RED YUCCA I GAL. 2701 VERY LOW MATCHED 56" O.G. PI PRUNUS ILIOIFOLIA LYONII GAL 248 VERY LOW MATCHED HED 6' O.G. STOLONS GATALINA CHERRY SF SPECS. 6.00 Al AGHILLEA 'ISLAND PINK' RG RHAMNU5 CALIFORNICA ETD. 3.00 LOW 5TD. 1260 LOW MATCHED CALIFORNIA COFFEE BERRY GAL 544 VERY LOW MATCHED b' O.G. RI DENROMEOON HARDFORDII 435 LOW MATCHED 5TD. C,6 CEANOTHU5 6LOR105U5 1 6AL. ISLAND BUSH POPPY 1 6AL. 522 VERY LOW MATCHED b' O.G. ALYO6YNE HUE6ELII MP MYOPORUM F.'PUTAH GREEK' AH BLUE HIBISCUS I GAL. 205 LOW MATCHED b' O.0 AP ARTEMISIA 'POWIS CASTLE' BP BAGGHARIS PILULARIS 'PIGEON POINT 5ro. Sro. SAGEBRUSH 1 6AL. 165 LOW MATCHED 5'O.C. GG CEANOTHUS YANKEE POINT' STD. Sro. CREEPING MAHONIA 1 6AL. WILD LILAC, I GAL. 469 LOW MATCHED 6' O.G. GP CI5TU5 PURPUREUS BEARD TONGUE 1 6AL. Sm. MATCHED 18" O.G. ROGKROSE 1 6AL. 2091 LOW MATCHED 36" O.G. HA HETEROMELES AREUTIFOLIA 1 6AL. 290 LOW Sro' HEMEROOALLI5 HYBRID TOYON STD. MATCHED b'O.C. 402 MOD MUHLENBER6IA RI(SENS Sro O DEER GRASS 6AL. 1570 LOW MATCHED PER PLAN DASYLIRION WHEELERI Sro. DESERT SPOON 1 6AL. 1461 LOW MATCHED PER PLAN RV RIDES V15URNIFOLIUM 570. 6005E5ERRY 16AL. 282 LOW MATCHED 51 O.C. 56 5ALVIA LEUGANTHA Sro. MEXICAN BUSH SAGE 1 6AL. 1751 LOW MATCHED 46,100 Sr SALVIA GLEVELANDII 'WINNIFIELD OILMAN' Sro. SAGE 1 6AL. 607 LOW MATCHED 48" O.G. NF WE57RINOIA FRUTIGOSA sm. COAST ROSEMARY 1 6AL. 117 LOW MATCHED 48" O.G. AREORESGENS OALOE ALOE I GAL 571 LOW MATCHED PER PLAN O ROSA FLORIBUNDA 'BRI6HT PINK ICEBERG' 205 R05E 1 6AL. MOD MASHED PER PLAN XG XYL05MA CONOESTJM XYL05MA 1 6AL. 115 MOD 5-M. MATCHED 6' O.G. MIJHLENBERO A CAPILLARIS 'REGAL MIST' 5TD. DEER 6RA55 1 6AL 811 MOD MATCHED PER PLAN ® PHORMIUM 'WINGS OF (SOLD' STD. DWARF VARIEGATED FLAX 1 6AL. 463 MOD MATCHED PER PLAN EUDDLEJA DAVIDII NANHOFN515 STD. BUTTERFLY BUSH 1 6AL. 282 MOD MATCHED 36" O.L. ® PENNISETUM SETAGEUM 'RUBRUM' 657 STD. FOUNTAIN CRASS 6AL, MOD MATCHED PER PLAN PHOTINIA FRASERI 5TD. PH071NIA 1 6AL. 80 MOD MATCHED 48" O.G. PITT05FORUM TOBIRA 'VARIE6ATUM'I VARIEGATED MOCK ORANGE GAL. 268 MOD MASHED 36" O.G. 'NTTLE' NATAL. P U NATAL PLUM I GAL. 945 MOD MATCHED 36" O.G. A SA S DI SEDGE S SO AN N VI E60 1 6AL. 1085 MOD MATCHED 56,10.6. CAREN DIVULSA 51,D. BERKELEY 5ED6E 1 6AL. 7005 MOD MATCHED 24" O.G. LOROPETALUM CHINESE Sro. LC FRIN6E FLOWER 6AL. 125 MOD MATCHED 48" O.G. u 7 m =2 BOTANICAL NAME BOTANICAL NAME HATER RED REMENTS WATER 2.00 LOW OMM� SIZE COMMON NAME SIZE 01'Y REQUIREMENTS COMMENTS SPACING VERY LOW TIFFWAY 11 BERMUDA 5.00 HIGH PLANT PER MATCHED PER PLAN WA STOLONS 618,410 SF SPECS. 6.00 Al AGHILLEA 'ISLAND PINK' 4.00 WA ETD. 3.00 LOW YARROW I GAL. 1260 LOW MATCHED 56,10.6. ARC ARCTOSTAPHYL05 HOOKERI 'MONTEREY CARPET' SALVIA MELLIFERA 5TD. LOW VULPIA MIGROSTACHYS MONTEREY MANZANTA IGAL. 435 LOW MATCHED 48" O.G. C,6 CEANOTHU5 6LOR105U5 1 6AL. 631 LOW Sro. MATCHED 48" O.G. POINT REYES OEANOTHU5 MP MYOPORUM F.'PUTAH GREEK' 5TD. MYOPORUM I6AL. 789 LOW MATCHED 48" O.G. BP BAGGHARIS PILULARIS 'PIGEON POINT Sro. COYOTE BUSH 6AL. 909 LOW MATCHED 48" O.G. MR MAHONIA REPENS STD. CREEPING MAHONIA 1 6AL. 1522 LOW MATCHED 24,10.6. PB PEN57EMON 5AR5ATU5 'NAVI6ATOR' BON Sro. BEARD TONGUE 1 6AL. LOW MATCHED 18" O.G. RD ROSMARINU5 0. "LOGKWOOD ME FOREST' 15912 LOW Sro' R05EMARY I GAL. MATCHED 24" O.G. HEMEROOALLI5 HYBRID STD. 0 DAYLILY 16AL. 402 MOD MATCHED =2 BOTANICAL NAME RUI LIVE SEED LESS / ACRE HATER RED REMENTS WATER 2.00 LOW OMM� SIZE QTY REWIREMEN75 COMMENTS SPACING SROOA FA5COULA ESCHSC M ULAOR PARTHENOG155U5 TRIGUSPIDATA VERY LOW 5TD. 5.00 B05TON IVY 15 GAL. 37 LOW MATCHED PER PLAN HYDIIII D MIX (IRRIGATED) - APPLY HYDRO -SEED PER THE CITY OF ENCINITAS ENGINMRINS OM16N MANUAL, APPENDIX 3.4 SPECIES QTY RUI LIVE SEED LESS / ACRE HATER RED REMENTS ARTEM151A CALIFORNICA 2.00 LOW GASSIMONIA NTHIFOLIA 26,173 •P 2.00 LOW IFORNI 4.00 VERY VERY LOW SROOA FA5COULA ESCHSC M ULAOR 4.00 VERY LOW IA CALIFORNICA ZIAC ES5TUC 5.00 LOW -A U FESTIGA RVBRA 'MOLATE' 12.00 WA LAYIA PLATYGLOSSA 1.00 WA LOTUS SGOPARIUS 6.00 VERY LOW MELIOA IMPERFEGTA 4.00 WA MIMULI5 AL IANTIAGUS PUNIGEUS 3.00 LOW PHAGELIA GAMPANULARIA 3.00 WA RHUS INTERORIFOLIA 3.00 VERY LOW SALVIA MELLIFERA 2.00 LOW VULPIA MIGROSTACHYS 8.00 WA SPECIES OTY R1RE LIVE SEED Les / ACRE REMIREMENTS MUHLENBER6IA RICEN5 247,167 sf 2.00 LOW U TRUBRA DES 10.00 LOW FF57 - A 'MOLATA 8.00 P51A F E)E5CH MPSIA 5.00 LOW LO VULPIA 7ACHYSTA WLPIA MIGROSTAGHYS 5.00 WA MULCH AT TOT LOT (BASE BID) M560 SO AT SOMERSET AVENUE AND GARETTA WAY (1,833 sf) UNUtr OKOUNM s /eRVIGe ALERT SAN ELIJO JOINT POWERS �N1O5Gpe , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT .' °'. 31591 CaMno Ca*tano �+ Rj M San Juan Cepstmno, CA92675 DESIGN t 8I o u [949] 4JMdeslgngroup.mm GROUP J` u'r c [9491493 -2699 hx NrJ TWO WORKING DAYS SIGN DATE 9rF F 'LSf�2 [9491493 -2600 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN ED BY: MR STAFF CHECKED U v: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DEDY APPIRe LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' Ywdw ENCINITAS COMMUNITY PARK 10630 -113 A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LAy<y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE PLANTING LEGEND AND NOTES L -7.0 SHEET1440F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA M a m � M �m mx a� OU Z . UQ O ZD ad< 0a O0060m m 0Oa¢ Z ? U m a NUQm w � z mozo rcam non u N W Y O a R ri xs e /C AIR a XC i C 5m F a P1 CL IN IN Q. �o1z .3 0 is aN do Z 0 Un cn PLANNING CASE NO: 04-197 MUP /DR /CDP /EIA 0 D El 11 I M dt a ha N X m¢ 00 z _ Z W O O .OQN L1 IM LY I D ¢ F M OUVtAN LY LF a 00<, Z - < 0 Ke z p N O ¢ v Z M N Z O Kn K M N LL NOTES: 1. REMOVE EE STAKES ( V 1^ 2. STAKES i0 O B B PLUMB PLUMB B AND PARALLEL J. TREE PERPENDICULAR 1 i0 PREVAILING WIND. TO P v N \/ ` E ORIGINAL GRADE L TO TOP OF 2- MO EXTEND 2" FINISH GRACE W v R $0 PGXTLY COMPACTED Y BERM r0 FORM DEPRESSED WAFERING BASIN. CONCRETE CURB GRADED v TOP DE TO BE PLACED AS LOW AS POSSIBLE ON HE DRUNK TO ALLOW FOR WIND WP OF FOOTBALL TO EXTEND 2" �� 6" WOOD CHIP MULCH. CONCRETE I xc of THE TREE. BUT TOP OF STAKES BELOW FLUXING / ABOVE FINISH GRADE VEGETATED VEGETATED of TREE WHERE NOT 50 LOO AL OW LOSE SPECIES GROWN HABIT PERMRS. suPPORr OR ALLOW L,^ ` \ NATIVE 81CKFIU WIN No Rocxs SWALE HE HLW r0 DROP. g TREE TRUNK GREATER THAN V DIAMETER, 3" BERM TIGHTLY COMPACTED 24- APART ATTACH WITH GALVANIZED IN PLACE i0 FORM WATERING BASIN. 111111 SCREWS TO 10 LODGE POLLS. ' yT _ III III III_ T2• W% 2' DIP. LODGE PoIE PINE STAKES WIN WOOD PRESERVATIVE STAIN DRIVE A BED Se OF 6° INTO UNDISTURBED SOIL AND POSITION III MULCH 4" MINUS OR MPRWED EQUAL - III 3° DEPTH III X111 � � 1 - - J° Y -7777111 ) II III STAKES OUTSIDE ROOT GALL. 'APBOR GUARD' IN TUFF AREAS ONI III a� —III ROOT _ <Y Y '� ROOT III --II�III� h - _ Z_ BARRIER E BARRIER �� � TOP of FOOTBALL To EXTEND z° RWT BALL 4 I ( - / 1 ryp, a ''TIT _� TYP. N ABJVE FlNISH GRADE. TIGHTLY COMPACTED 3" BERM TO FORM WATERING FOR RE OL AND HAND _ _ _ _ _ PLPM Pli i0 BE (2) TIMES THE I -III III I I- III -III III -III -I I� _ _ -III -- III- III -III III III -III_ WIDTH OF ME ROOT BATA. - - - III- III - III _ I I _- _- -11- - Vil PR TO BE (2) TIMES THE -III III -- l l 1111: WIOTX OF THE ROOT HALL. ll=- I1 I I - - GROUND COVER INSTALLATIONS, LOCATE I_=-]I I I b PIT. UUIODE OF PUNT BERMS TURF AREAS T 0 BE REMOVED PRIOR i0 CITY ACCEPTANCE. I I I -III III -III 11 �II- I I �III 11 I I I I� I I -III I-I I- —III III III III —III I— III —I III -III III III -III I I I -III- I -- II II :� III 111 � � � � 314 INCH TO 1 1/2 INC GRAVEL 6' - - i MIKE GREATER MA NO ROCKS GREATER MAN 1° OR CRUSHED ROCK UNDISTURBED RATrvE SOIL. DIAMETER_ NOTES: 4' PIA. PERF. PIPE, FILTER � UNDISTURBED NATIVE SOIL. WRAPPED OR SOCKED, PIPE TO BE WPM WITH REMOVABLE TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE. ROOT SALE DEFENDED CAP: NOTES: NOTES: g 15 GAL - 2 PIPES za° Box - a vlv6s 1. UNTANGLE MATTED RWTS BY LOOSENING ALL ROOTS AT EDGE of RaoT FALL DO NOT CRACK ROOT HALL UNTANGLE NAMED TTED ROOTS BY LOOSENING ALL ROOTS AT EDGE POSITION ROOT CONTROL BARRIER ADJACENT TO STRUCTURE. 36' BOX - 6 PIPES OF ROOT EAU. Do NOT CRACK ROOT HALL. G RAISED ROOT DEFLECTORS MUST BE FACING PLANTED AREA. RWT BARRIER PER DETAIL 9 of NATIVE BACMLL WIN No ROCKS THIS SHEEr. GREATER THAN 1° OW PROVIDE A MIN. OF 10 FEET OF ROOT BARRIER EACH SIDE OF TREE TRUNK. U U U U NATIVE SOIL UNDISTURBED E ROOT BARRIER SHALL EXTEND A MIN. OF 18 INCHES BELOW GRADE ON TWICE RaoT BAU wIDH MULCH '' MINUS OR APPROVED '1 EQUAL 4 DEPTH MIN. WALK SIDE. OROOT BARRIER SHALL EXTEND A MIN. OF 24 INCHES BELOW GRADE ON CURB SIDE. © ROOT BARRIER BY "DEEP ROOT CORD" (714) 898 -0863 OR APPROVED EQUAL. OTHE SPECIFIC NUMBER OF PANELS AND INSTALIATION PROCEDURES AS SPECIFIED BY ROOT BARRIER MANUFACTURER. 9 ROOT BARRIER % DOUBLE STAKED TREE 5 NOT USED 3 CONTAINER PLANTING ON SLOPE 1 CONTAINER PLANTING FLAN 2 FACE OF WALL 3 N ANGLE PLANT BACK TOWARD WALL AND REMOVE NURSERY STAKE WHILE SECURING VINE TO WALL b HARDEGNPING (CONCRETE HEADER, CURB & GUTTER, SIDEWALK ETC.) w III ' SECTION (N.T.S.) 2' OF COMPACTED WOOD CHIP SET ROOTBALL TIGHT MULCH (4" MINUS). TO FOOTING. REMOVE ANY EXCESS TRASH, EDGE OF PLANTING AREA FINISH GRADE CONCRETE AT PLANTING TOP HE TO BE PLACED AS LOW AS POSSIBLE Ox NE TRUNK rO P OF STAKES BELOW HEAD ALLOW FOR WIND FIXING OF HE TREE WHERE SPECIES GROWN ALL M HOLE. 12' NOT 50 LOW AS TO LOSE HE PQWHER' Top OF ROOTBALL TO BE 1 /21NCH 4TREE.� oR AUOw HE HEAD To DftoP. EE TRUNK ABOVE FINISHED GRADE. SETS of - TWIST BRACE AC6D za' APARr AnncH WITX PA LVANIZED SCREWS rO 3° FINISHED GFWDE OR ADJACENT CONCRETE s 0 0 0 0 0 R 12° MADGE POLES � 10' LODGE POLE PINE STN(ES O O O O O �4 H W i0P OF POOR4L TO E%iEHO TX WOOD PRESERVATIVE STAIN, BPALIIK 2' ABOVE FINISH GRADE IVE A MIN OF 6- IMO ON _ 'Sµ : TURBED SOIL AHD POSITION -. AKES OUTSIDE FOOTBALL. oRlcruL GRADE '�- �. SHOVEL CUT EDGE COMPACTED BERM TIGHLY =III= — PLAN VIEW NATIVE SOIL IN PUCE TO FORM WATERING WATERING _ (N.T.S.) -III- BASIN. LOCATED OUTSIDE OF — III — PLANT RE - III -III I1 =11 =III = LEGEND: MATTE EACKDLL WITH 111 11- I L 2 X ROOTEI (D GROUNDCOVER FROM FIAT, CUTTING, LINER, OR NO ROCKS GREATER -111- PLANTING CONTAINER. FIRM 3' DIAMETER !I NOTES: ,Y^ PONT PIT To BE f2)/ 1 =111 1 - _ ROOT BALL SECTION © 3- LAYER OF MULCH (DEPTH PER SPECIFICATIONS). L PRIOR TO PURCHASE /PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL TO THE FOR TIMES HE WIDTH 0/ =III III- N.T.S. SUBMIT A SAMPLE INSPECTOR APPROVAL. HE FOOL BALL -111- EQUAL a DEPTH OR APPROVED MIN ® PLANTING BED PER SPECIFICATIONS. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE FILMS AND BLEND 'L/ \r,1(I a' DW PERT. PIPE. FILTER o1 'I\ 111 — NOTES: p NOTE`T INTO EDGES AT GROUND COVER AREAS. WRAPPED OR SOCKED, PIPE TO —111— — — — — —111- BE CAPPED wIN FEMOVrBLE -111 111 -111- 111= 111 =111 = 111 = NREADED OAP: _ 15 GAL- 2 PIPES -111 = 111= 111 =I�� =111= ALL PLANT BASINS SHALL RECEIVE 31NCH LAYER OF ALL SHRUBS AND GROUND COVER TO BE PIANTED AT EQUAL 3. MOISTEN MULCH AFTER INSTALLATION TO ASSISI IN CDMPACTION. 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. -� APPROVED MULCH. MULCH TO BE 6INCHES AWAY FROM SPACING TRIANGULAR UNLESS OTHERWISE INDICATED ON ( ) E 26' BOX - 4 PIPES afi° Box - a PIPES - 111 -111- 111 - 111 - 111 -111= 111 = 111 -� THE VINE STEM. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. - I�1111;111� 111= 11 -11 -11 -111 �1111111T� UNDISTURBED NATIVE SOIL 1-11- 111- 111 °�- REFER TO SHRUB PLANTING DETAIL, THIS SHEET, FOR ® SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES - 111 -111- III - 111 -111- PLANTING REQUIREMENTS OF PLANT MATERIAL. PI4NT QUANTITIES INDICATED ON 111 = LEGEND ARE ESTIMATES ONLY. NOTES: © PLANTING AREA TO RECENE FLATS, CUTTINGS, LINERS AND 1, REMOVE NURSERY STAKES PLUGGS SHALL BE MULCHED B03M PLANTING OPERATION. 2. STAKES TO BE PLUMB AND PARULEL 3. STAKE TREE PERPENDICULAR To PREVAILING WIND. ® PLANTING AREA TO RECENE CONTAINER PLANTS SHALL BE MULCHED dFTIER PLANTING OPERATION. O KEEP PIANTS ONE FULL SPACING AWAY FROM SPRINKLER HEADS. $ DOUBLE STAKED TREE ON SLOP 6 VINE DETAIL 4 SHRUB & GROUNDCOVER SPACING 2 MULCH INSTALLATION UNDEeSRROUND SERVICE ALERT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT , aab AUTHORITY Cw AL L: 31591 Camino Capistrano e San Juan Capistrano, CA 92675 DESIGN wWWRJM14signgmup.mm DESIGN t 7NO /ax R, M 19491493-2690 J WORKING DAY5 19491493°2600 Phone SIGN DATE SIGN DATE SIGN DATE DIRE 0 OF ENGIN� G DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC STAFF EC DESCRIPTION: UC 0019 LOCATION: SEE SHEET C -o.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE' R01 A. NO.: 2502 RECO DED APPR P �'. -�'4 sF�.g�Y� ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL HEED 1a5 OF 201 ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE PLANTING DETAILS L -7.1 PLANNING CASE NO: 04-197 MUP /DR /CDP /EIA 0 D El 11 I M dt a ha N X m¢ 00 z _ Z W O O .OQN L1 IM LY I D ¢ F M OUVtAN LY LF a 00<, Z - < 0 Ke z p N O ¢ v Z M N Z O Kn K M N LL F a a 0 0 a s sG EO t m O rgi ° i i nn 0 en N � o is e� 0 a n v n GENE2AL PLANTING NOTES I. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. 2. REFER TO PLANTING NOTES AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER ADDITIONAL PLANTING INFORMATION. 3. ALL PLANT MATERIAL SHALL BE APPROVED BY CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 4. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO TI-E APPROVAL OF OWNER'S AUTHORIZED REPRESENTATIVE. 5. CONTRACTOR SHALL NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. 6. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND SACKFUL REQUIREMENTS. 7. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE (D YEAR AFTER FINAL ACCEPTANCE BY CITY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. IO.CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND /OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. II. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 12, CONTRACTOR TO RECEIVE SITE GRADED TO */ -0.10. CONTRACTOR SHALL OBTAIN LETTER OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION. 13. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN. 14. CONTRACTOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS - 2% MINIMUM ALLOWED. 15. SHRUBS SHALL BE TRIANGULARLY SPACED, UNLESS OTHERWISE INDICATED. 16. ALL SOIL FOR LANDSCAPE PLANTING AREAS SHALL BE OBTAINED FROM ON -SITE EXCAVATIONS. 17. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN ONE -FULL THE SPECIFIED ON- CENTER SPACING. 18.12EMOVE ALL NURSERY STAKES IMMEDIATELY AFTER INSTALLATION, UPON PROVIDING, SUPPORT PER DETAIL. 19. CONTRACTOR SHALL HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY INDICATED BY DESIGNATIONS. 20. THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714)558 -8333 FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (D GROUND LEVEL TO 10' DEEP, (2) 24" TO 36' DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY I QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON DIRECTION FROM THE CITY. SUBMIT SOIL REPORT TO CITY PRIOR TO PLANTING. 21. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON- SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESULTS SHALL BE SUBMITTED AND APPROVED PRIOR TO SOIL IMPLEMENTATION. 22.ALL LANDSCAPED AREAS (EXCLUDING TURF) SHALL BE MULCHED WITH A 3' DEEP LAYER OF 'FOREST FLOOR (0 -49' BARK MULCH AT THE CONCLUSION OF PLANTING OPERATIONS. BARK MULCH AVAILABLE FROM: AGUINAGA FERTILIZER COMPANY. INC. (949) 786 -9558. of <eKOUrv� s /erv^lce nLe rr SAN ELIJO JOINT POWERS WL�66� , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY G / c`1' 31591 CeMno Capistrano �+San Juan Capistrano, CA 92675 DESIGN o ww AMdeslgngroupmm GROUP u'[9491493 -2699 hx TWO WORKING DAYS SIGN DATE [9491493 -2690 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN rD BY: DRAwN sTnFR CHECKE ec Y: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECO DEDY APPRe°V LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE •+*u.02V� ENCINITAS COMMUNITY PARK 10630 -G .A. NO.: 2502 RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 LAy<Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE PLANTING NOTES L -7.2 HEET 54s OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA WE a m �a rm mQ a� OU Z . UQ O Z uD 0a O0060m m 0Oa¢ Z ? U m a NUQm w � z mozo am rcnon w co aC va io x0 i 8$ �m no NS i 5, �a i z A z 0 a .n a: n o n 1 j Li L IMOVA ��W B B i `BI+ Films M r PARKING'D' - E 116 SPACES 6 ACCESSIBLE O SKATE PARK - BID ALT. 5A FOR BASE BID, SEE SHEET L -6.2 & L -6.5 I 0 r►� PLANTING LEGEND (FOR THI5 SHEET ONLY) TREE BOTANICAL NAME SIZE QTY WATER REQUIREMENTS COMMENTS SPACING COMMON NAME SIZE QTY REQUIREMENTS COMMENTS SPACING 0 MEXICAN A ALUE A O T STD. MEXICAN BLUE PALM I a, BT I LOW MATCHED 20' DIA. OaQUERCUS AORIFOLIA 36" BOX 2 `STD. ,101 OOA5T LIVE OAK LOW MATCHED 50' VIA. SHRUB yv.Y_�i BOTANICAL NAME PHORMIUM 'WING5 OF GOLD' MUHLENBERSIA RI&EN5 WATER `STD. 10.00 COMMON NAME SIZE QTY REQUIREMENTS COMMENTS SPACING ® PHORMIUM 'WING5 OF GOLD' MUHLENBERSIA RI&EN5 17,669 sP 2.00 `STD. 10.00 FE5TUGA RUBRA 'MOLATE' DWARF VARIEGATED FLAX 16AL. 45 MOD MATCHED PER PLAN ® PENNI5ETUM 5ETACEUM 'RUBRUM' 5TD. FOUNTAIN 6RA55 I GAL. 13 MOD MATCHED PER PLAN PITT05FORUM T051RA 'VARIE6ATUM' VARIEGATED MOCK ORANGE I GAL 25 MOD H MATCHED 36 O.G. " HYDROSEED MIX (NON - IRRIGATED) SPECIES QTY PURE LIVE 5EFD L55 / ACRE MUHLENBERSIA RI&EN5 17,669 sP 2.00 IEWMU5 TRITICOIDE5 10.00 FE5TUGA RUBRA 'MOLATE' BOO DE5GHAMP5IA ELON6ATA 5.00 WLPIA MIGR05TAGHY5 5.00 PLANTING NOTES OFOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET, OROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 5' -0" OF ANY HARDSGAPE ELEMENT (SIDEWALKS, WALLS, D.G., PAVERS,CURBS, B105HALE ETC..) SHALL RECEIVE A ROOT BARRIER BY "DEEP R007 CORP" (-114) 595 -0563. INSTALL A 5U5-PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZE /BRANCHING CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE #9 ON THE PLANTING DETAIL SHEET FOR 5U5M17TAL REQUIREMENTS. ®THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. O501L AMENDMENTS SEE PLANTING NOTE 17 ON PLANTING DETAIL SHEET. ©IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. NORTH SCALE: 1 " =20' 20 10 0 20 40 UNDERGROUND 5ERVICE ALERT SAN ELIJO JOINT POWERS VrL���do PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ^^IIA �� lk San Juan Capi Capistrano San Juan Capisheno,CA92fiT5 w49149 deWhux up.mm WP [949H93 -Zfi90 (ax TWO WORKING DAYS SIGN DATE [9a9H9s -zsoo Phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DI6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGENCED BY: DRAWNSBY, CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE" �"1udAY _ ENCINITAS COMMUNITY PARK 10630 =G RECORD FROM COUNTY OF SAN DIEGO VERTICAL ow A. NO.. 2502 PLANTING PLAN AT SKATE PARK - ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE BID. ALT. #5A LBA -8.1 SHEET 147 OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA Z 1 h b` ro � a n D A � n � 8$ o: m �a Y c� oa ry o 9� Nc N 9K xNi z A 0 Q N rc n on vlwvrcvicwlw ovrtvlcLv r�LVrtI SAN ELIJO JOINT POWERS`,°"" °F:; AUIHUKIIY 8 wJ a TWO WORKING DAY5 SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL — RECORD FROM COUNTY OF SAN DIEGO VERTICAL OBID ALTERNATE ITEM CONSTRUCT: DETAIL REFERENCE PILASTER - BID ALT. • II Detail I , Sheet L -2.11 611 TERRACE SEATING 0 SKATE PARK - Detail 3 SheetL -2.14 BID ALT. N 12 SEE SHEET LBA- 8.2, 48.3 HARDSCAPE FINISH SCHEDULE DESCRIPTION: El COLOR F NISH BYRINOON OR APPROVED FINISH: EQUAL. ETCH CODE NO: 5 CONTACT: MIKE DAVI5 W/ INNOVATIVE CONCRETE PRODUCT, (944) 4945-1071 FINAL COLOR TO BE SELECTED BY THE GIN. PUBLIC WORKS L.L.A. DATE: a 2 L.L.A. NO.: 2502 EXP.: 09/30/13 PLANTING LESEND (FOR THIS SHEET ONLY) TREE BOTANICAL NAME SIZE 31591 Camino Capistrano Abr San Juan CaDlslrano, CA 92675 SPACING COMMON NAME SIZE DESIGN v .RJMdeslgngroup.oam COMMENTS SPACING MATCHED GROUP DESIGN 19491493 -2fi9g fax PENNISEillM SETACEUM 'RUBRUM' �� 13 2EC0 DED APP )ATE DATE 19 4 91 49: phone ENCINITAS COMMUNITY PARK PLANTING PLAN AT SKATE PARK - BID. ALT.# 5B LBA -8.2 SPECIAL DISTRICT APPROVAL DI PILASTER - BID ALT. • II Detail I , Sheet L -2.11 611 TERRACE SEATING 0 SKATE PARK - Detail 3 SheetL -2.14 BID ALT. N 12 SEE SHEET LBA- 8.2, 48.3 HARDSCAPE FINISH SCHEDULE DESCRIPTION: El COLOR F NISH BYRINOON OR APPROVED FINISH: EQUAL. ETCH CODE NO: 5 CONTACT: MIKE DAVI5 W/ INNOVATIVE CONCRETE PRODUCT, (944) 4945-1071 FINAL COLOR TO BE SELECTED BY THE GIN. PUBLIC WORKS L.L.A. DATE: a 2 L.L.A. NO.: 2502 EXP.: 09/30/13 PLANTING LESEND (FOR THIS SHEET ONLY) TREE BOTANICAL NAME SIZE QTY REGtl11REMENTS COMMENTS SPACING COMMON NAME SIZE QTY REQUIREMENTS COMMENTS SPACING 1 L T-1 BRAHEA ARMATA O BT STD. MEXICAN BLUE PALM b' BT I LOW MATCHED 20' DIA. GUS A6RIFOLIA 36" BOX 2 STD. 05~ T -10 COAST LIVE OAK LON MATCHED 30' DIA. BOTANICAL NAME PHORMIUM 'WINCES OF GOLD' BOTANICAL NAME PIATER MOD STD. COMMON NAME SIZE QTY REQUIREMENTS COMMENTS SPACING ® PHORMIUM 'WINCES OF GOLD' BOTANICAL NAME MOD STD. WATER DWARF VARIEGATED FLAX I GAL. 45 COMMON NAME MATCHED PER PLAN ® PENNISEillM SETACEUM 'RUBRUM' SPACING 13 2EC0 DED APP )ATE DATE STD. ENCINITAS COMMUNITY PARK PLANTING PLAN AT SKATE PARK - BID. ALT.# 5B LBA -8.2 FOUNTAIN GRASS 16AL. SHEET148OF 20 MOD MATCHED PER PLAN PITTOSPORUM TOBIRA ' VARIEGATUM' 57D. 57D. YARROW VARIEGATED MOCK ORANGE I SAL. 25 MOD MATCHED 56" O.G. PLANTING NOTES OFOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET, OROOT BARRIER NOTE: ALL TREE5 PLANTED WITHIN 8'-0' OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALL5, P.O., FAVERS.CURBS, 5105 1! ETC..) EHALL RECEIVE A ROOT BARRIER BY 'DEEP ROOT DPFI 014) 898 -0863. INSTALL A 508 -PANEL BARRIER 10'-0' LON6 CENTERED ON THE TREE TRUNK, NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED sIZE/BRANCHIN6 CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE :W ON THE PLANTING DETAIL SHEET FOR SUBMITTAL RED)IREMENTS. OTHE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDULTIN6 HI5 OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE 11 ON PLANTING DETAIL SHEET, OIF UTILITIES INTERFERE WITH TREE OR SHRUB FLANTIN6, THE PLANT5 ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. NOR�TH��I "rJlSl1f��i4 {, \ I / i 1 F SCALE: 1" =20' 20 10 0 20 40 PLANNING AND BUILDING ENGINEERING BOTANICAL NAME ENCINITAS FIRE DEPARTMENT WATER COMMON NAME SIZE Qn REQUIREMENTS COMMEN75 SPACING DRAWING NO. 2EC0 DED APP )ATE DATE v- _ ENCINITAS COMMUNITY PARK PLANTING PLAN AT SKATE PARK - BID. ALT.# 5B LBA -8.2 10630 =G SHEET148OF 20 Al AGHILLEA'15LAND PINK' 57D. YARROW IOAL. 200 LOW MATCHED 361, O.G. GG GEAN07HU5 SLORIO51,5 I GAL. 110 LOW 57D. MATCHED 48" O.G. POINT REYE5 CEANOTHUS BP BAGGHARIS PILULARIS 'PIGEON POINT' 5TD. COYOTE BUSH GAL. 70 LOW MATCHED 445" O.G. TIFFWAY II BERMUDA 5TOLON5 HIGH PLANT PER SPECS. 1,510 SF PLANTING NOTES OFOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET, OROOT BARRIER NOTE: ALL TREE5 PLANTED WITHIN 8'-0' OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALL5, P.O., FAVERS.CURBS, 5105 1! ETC..) EHALL RECEIVE A ROOT BARRIER BY 'DEEP ROOT DPFI 014) 898 -0863. INSTALL A 508 -PANEL BARRIER 10'-0' LON6 CENTERED ON THE TREE TRUNK, NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED sIZE/BRANCHIN6 CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE :W ON THE PLANTING DETAIL SHEET FOR SUBMITTAL RED)IREMENTS. OTHE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDULTIN6 HI5 OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE 11 ON PLANTING DETAIL SHEET, OIF UTILITIES INTERFERE WITH TREE OR SHRUB FLANTIN6, THE PLANT5 ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. NOR�TH��I "rJlSl1f��i4 {, \ I / i 1 F SCALE: 1" =20' 20 10 0 20 40 PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT 1TIDS.J ,N DATE DIRE 0 OE ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2EC0 DED APP )ATE DATE v- _ ENCINITAS COMMUNITY PARK PLANTING PLAN AT SKATE PARK - BID. ALT.# 5B LBA -8.2 10630 =G SHEET148OF 20 PLANNING CASE NO: 04-197 VUP/DR/ C -c /EI U 0 µ kR u N M V) � mQ a w oU z . Li a o z °w as COMM n FL 00< z?Um a NUQm U0 ° M ' z M z O ax o'n�na N js 6� I I p n° F i >5 a� 8$ �m no ry5 �H 9¢ i z z 0 a .n o n IAI GAlL: 8H WORKING DAYS O C I Iml a I DI 09 VAIN •' 1 • dd INS I I \ 1 - ► ; - ' \1 �� • i • uil A � r1,1 r 1 l ,r 1 I III - .c• . 4. L- I III — I Q ., ,'11''11"''1''�,. �`� I „I Illllijlll llllll ,��.il ■ ,1,�,I1,.,.,1I I=•� CHANGE NO.I DESCRIPTION I APPROVED I DATE 4N ELIJO JOINT POWERS BOTANICAL NAME ENGINEERING WATER ak COMMON NAME SIZE Orr I COMMENTS VrL���do San Juan Capisheno,CA 92fiT5 PER PLAN GAlL: 8H WORKING DAYS O C I Iml a I DI 09 VAIN •' 1 • dd INS I I \ 1 - ► ; - ' \1 �� • i • uil A � r1,1 r 1 l ,r 1 I III - .c• . 4. L- I III — I Q ., ,'11''11"''1''�,. �`� I „I Illllijlll llllll ,��.il ■ ,1,�,I1,.,.,1I I=•� CHANGE NO.I DESCRIPTION I APPROVED I DATE 4N ELIJO JOINT POWERS BOTANICAL NAME ENGINEERING WATER ak COMMON NAME SIZE Orr 31597 Camino Caplstrana COMMENTS VrL���do San Juan Capisheno,CA 92fiT5 PER PLAN COMMENTS up.mm SIGN M•RWP [9491493 -Zfi90 (ax [94914JMdeWhux [9491493-2599 Phone SIGN DATE RO R05MARINU5 O. "LOCKWOOD DE FORE51' BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DI • DESCRIPTION: OC 0019 T -B 'TUSGARORA' P LOCATION: SEE SHEET C -0.1 MATCHED PER PLAN LOW GRAPE MYRTLE HORIZONTAL DA5YLIRION WHEELERI RECORD FROM: COUNTY OF SAN DIEGO VERTICAL — ELEVATION: 215.640 DATUM:NGVD 29 T -10 16AL. PLANTING LEGEND (FOR THIS SHEET ONLY) TREE BOTANICAL NAME BOTANICAL NAME ENGINEERING WATER STD. COMMON NAME SIZE Orr REQUIREMENTS COMMENTS SPACING ft.AI NOM OFOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. O2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN e' -o" OF ANY HARDSCAPE ELEMENT (5IDEWALKG WALLS, D.6., PAVERS,CURIaS, BI05WALE ETO.J SHALL RECEIVE A ROOT BARRIER BY 'DEEP ROOT CORP- ('114) 898 -0865. INSTALL A SUS -PANEL BARRIER 10-0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANJFACTURERS RECOMMENDATION. OALL TREES ARE TO HAVE STANDARD FORM AND HATCHED 51ZBBRANOHIN6 CHARACTERISTICS PER SPECIES, SEE PLANTING NOTE W ON THE PLANTING DETAIL SHEET FOR SUEMITTAL REQUIREMENTS. OTHE OUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUGTIN6 HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE RANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. NORTH SCALE: 1 " =20' 20 10 0 20 40 PUBLIC WORKS BOTANICAL NAME ENGINEERING STD. T_1 BRAHEA A MEXIC AN BLUE P ALM 1 V BT LOW MATCHED PER PLAN COMMENTS SPACING SIGN DATE BY: DRAwN EY: CHECKED eY: RO R05MARINU5 O. "LOCKWOOD DE FORE51' LA6ER5TROEMIA X FAURIEI HYBRIDS OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 5TD. R05EMARY • REPARED UNDER SUPERVISION OF DATE: �_ A. N0.'. 2502 AN, L.L.A. EXP.: 09/30/13 T -B 'TUSGARORA' :24” BOX I MOD. MATCHED PER PLAN LOW GRAPE MYRTLE PER PLAN DA5YLIRION WHEELERI ISIO SF 51-0. T -10 16AL. 3 LOW MATCHED PER PLAN OUERCUS AORIFOLIA 24" BOX 2 STD. • COAST LIVE OAK LOW MATCHED 50' VIA. MOD MATCHED PER PLAN ® PENN15ETUM 5ETACEUM 'RUERUM' ft.AI NOM OFOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. O2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN e' -o" OF ANY HARDSCAPE ELEMENT (5IDEWALKG WALLS, D.6., PAVERS,CURIaS, BI05WALE ETO.J SHALL RECEIVE A ROOT BARRIER BY 'DEEP ROOT CORP- ('114) 898 -0865. INSTALL A SUS -PANEL BARRIER 10-0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANJFACTURERS RECOMMENDATION. OALL TREES ARE TO HAVE STANDARD FORM AND HATCHED 51ZBBRANOHIN6 CHARACTERISTICS PER SPECIES, SEE PLANTING NOTE W ON THE PLANTING DETAIL SHEET FOR SUEMITTAL REQUIREMENTS. OTHE OUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUGTIN6 HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE RANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. NORTH SCALE: 1 " =20' 20 10 0 20 40 PUBLIC WORKS BOTANICAL NAME ENGINEERING WATER COMMON NAME COMMON NAME OTY SIZE CITY REOUIREMENT5 COMMENTS SPACING SIGN DATE BY: DRAwN EY: CHECKED eY: RO R05MARINU5 O. "LOCKWOOD DE FORE51' 20 LOW CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT MUHLENBER6IA RI&ENS R05EMARY I GAL REPARED UNDER SUPERVISION OF DATE: �_ A. N0.'. 2502 AN, L.L.A. EXP.: 09/30/13 `pro RECO DED APPR '�,-, `�u� DATE DATE _ DEER 6RA55 16AL. 6 LOW MATCHED PER PLAN DA5YLIRION WHEELERI ISIO SF 51-0. DESERT 5POON 16AL. 3 LOW MATCHED PER PLAN ® PHORMIUM 'WINGS OF GOLD' `TV. DWARF VARIEGATED F LAX IGAL. 45 MOD MATCHED PER PLAN ® PENN15ETUM 5ETACEUM 'RUERUM' 15 5TD. FOUNTAIN GRA SS I GAL. MOD MATCHED PER PLAN PITT05POPUM TOBIRA 'VARIE6ATUM'I VARIEGATED MOCK ORANGE GAL. 25 MOD MATCHED 36" O.G. ft.AI NOM OFOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. O2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN e' -o" OF ANY HARDSCAPE ELEMENT (5IDEWALKG WALLS, D.6., PAVERS,CURIaS, BI05WALE ETO.J SHALL RECEIVE A ROOT BARRIER BY 'DEEP ROOT CORP- ('114) 898 -0865. INSTALL A SUS -PANEL BARRIER 10-0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANJFACTURERS RECOMMENDATION. OALL TREES ARE TO HAVE STANDARD FORM AND HATCHED 51ZBBRANOHIN6 CHARACTERISTICS PER SPECIES, SEE PLANTING NOTE W ON THE PLANTING DETAIL SHEET FOR SUEMITTAL REQUIREMENTS. OTHE OUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUGTIN6 HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE RANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. NORTH SCALE: 1 " =20' 20 10 0 20 40 PUBLIC WORKS BOTANICAL NAME ENGINEERING ENCINITAS FIRE DEPARTMENT COMMON NAME SIZE OTY REOUIREMENT5 C.OMII SPACING SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BY: DRAwN EY: CHECKED eY: RO R05MARINU5 O. "LOCKWOOD DE FORE51' 20 LOW CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. R05EMARY I GAL REPARED UNDER SUPERVISION OF DATE: �_ A. N0.'. 2502 AN, L.L.A. EXP.: 09/30/13 MATCHED 24" O.G. RECO DED APPR '�,-, `�u� DATE DATE _ TIFFWAY 11 BERMUDA STOLONS HIGH PLANT PER SPEG5. ISIO SF ft.AI NOM OFOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. O2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN e' -o" OF ANY HARDSCAPE ELEMENT (5IDEWALKG WALLS, D.6., PAVERS,CURIaS, BI05WALE ETO.J SHALL RECEIVE A ROOT BARRIER BY 'DEEP ROOT CORP- ('114) 898 -0865. INSTALL A SUS -PANEL BARRIER 10-0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANJFACTURERS RECOMMENDATION. OALL TREES ARE TO HAVE STANDARD FORM AND HATCHED 51ZBBRANOHIN6 CHARACTERISTICS PER SPECIES, SEE PLANTING NOTE W ON THE PLANTING DETAIL SHEET FOR SUEMITTAL REQUIREMENTS. OTHE OUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUGTIN6 HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE RANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. NORTH SCALE: 1 " =20' 20 10 0 20 40 PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT � SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BY: DRAwN EY: CHECKED eY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STA FF C REPARED UNDER SUPERVISION OF DATE: �_ A. N0.'. 2502 AN, L.L.A. EXP.: 09/30/13 RECO DED APPR '�,-, `�u� DATE DATE _ ENCINITAS COMMUNITY PARK PLANTING PLAN AT SKATE PARK - BID. ALT. #5C LBA -8.3 10630 =G SHEET1490F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA o� a a � OFLATWORK £ z IT PEDE5TRIAN L16HT FIXTURE O-® I-I' PEDE5TRIAN LIGHT FIXTURE - BID ALT $ 21' PARKING LIGHT - SINGLE FIXTURE 8 rc 25' PARKING LIGHT - SINGLE FIXTURE M m S 25' PARKIN& LIGHT - DOUBLE FIXTURE a AI EXPANSION JOINT Detail I ,Sheet L -2.1 Y JOINT Detall I , Sheet L -2.1 A3 CONTROL JOINT Detall I , Sheet L -2.1 pp11 UNDER< S 3 ® INTERLOCKING PAVER Detail 6 , Sheet L -2.1 �m DOG PARK SCHEDULE (FOR THIS SHEET ONLY) CHANGE i� i Al Typ' 1 GI zza a z . rc o n A2 7Yp, X A MATCHLINE SEE SHEET L -1.3 �� lo" iiiiiiI jipl�'= = /E/M W6 DOG PARK - BID ALT. 4A BASE BID, SEE SHEET L -6.4 BID ALT. 4A , SEE SHEET L -9.2 & 9.3 I I I I I I I I I I I I I I I I I I I I I I �1 I I I _ I i 1/ GALL: 85 WORKING DAY5 'ORE YOU DIG DESCRIPTION \1 1 EASEMENT TO THE CITY OF ENCINITAS SAN ELIJO JOINT POWERS CEMENT) u PRIVATE SEWER TO RASPY PER DOC, I I I I I I Al f � I / I I I I I I SIGN DATE 'rE r `1fc APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 31591 Camino Captstran0 San Juan Capieheno, .cum 5 DESIGN w49149 deW huh up.mm M GROUP [949[493 -2690 fax [9491493-]600 Phone Rj SPECIAL DISTRICT APPROVAL DEs 4 PUBLIC WORKS SIGN DATE DATE: A. N0.'. 2502 P AN, LL.A. EXP.: 09/30/13 LIGHT FIXTURE LEGEND SYMBOL OFLATWORK SCHEDULE & WALL ( FOR THIS SHEET ONLY) IT PEDE5TRIAN L16HT FIXTURE O-® I-I' PEDE5TRIAN LIGHT FIXTURE - BID ALT 0-O 21' PARKING LIGHT - SINGLE FIXTURE CONSTRUCT: DETAIL REFERENCE 25' PARKING LIGHT - SINGLE FIXTURE ®� 25' PARKIN& LIGHT - DOUBLE FIXTURE AI EXPANSION JOINT Detail I ,Sheet L -2.1 OGOLD JOINT Detall I , Sheet L -2.1 A3 CONTROL JOINT Detall I , Sheet L -2.1 pp11 A4 CONCRETE PAVING Detail 2 $ 4, Sheet L -2.1 3 ® INTERLOCKING PAVER Detail 6 , Sheet L -2.1 �m DOG PARK SCHEDULE (FOR THIS SHEET ONLY) A3 CONSTRUCT: DETAIL REFERENCE Al Typ' 1 GI LODGE POLE FENCE 4 GATE Detail 5 , Sheet L -26 z . A2 7Yp, G3 GORTEN STEEL DO& PRINTS EMBED IN CONCRETE. SUBMIT SAMPLES FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION z O -�zm G'3 7YP. GS D061POT PET STATION STEEL WA5TE RECETACLE W/ LID, (INSTALL PER THE CURRENT ALUMINUM V&N, AND 6ALV. POST �.S O2rM OOVIm MANUFACTURER'S SPECS ) BY D061P0T. AVAILABLE FROM POPPET DISTRIBUTORS. TEL. (8bb) OO&IPOT. OPEDESTAL DRINKIN6 FOUNTAIN K/ MODEL 4405M W/ 1010 SURFACE, 0O , ¢ zoo PET FOUNTAIN PET FOUNTAIN. AVAILABLE FROM MOST DEPENDABLE, INC., TEL:I (800) 552 -6531. INSTALL PER THE GI CURRENT MANUF. SPECS. AND RECOMMENDATION. TEST STATION f�-/1 U Q TO BE INSTALLED ON ALL STAND GC ALONE DRINKIN6 FOUNTAIN. D SAN DIESUITO KATER DISTRICT KEYMAP TO APPROVE PRIOR TO INSTALLATION. REFERENCES DESCRIPTION BY: OPEDESTRIAN LI6H7IN6 PER ELECTRICAL PLANS Detail B ,S4ieetL -2.12 I_ PAVER FINISH SCHEDULE 4 DESCRIPTION: OPRECAST CONCRETE PAVERS" DENSE, TIGHT PAVER SURFACE. NO VISIBLE A66RECATE SHAPE: TUMBLE ANTIQUE GOBBLE I AND 11 COLOR: TUMBLE BLENDED CREAM /TERRA GOTTA / BROWN MIXED X 5.51" X 5.125", 5.51" X 5.26" X 5.125" AND RN PATTERN: PATTERN AVAILABLE FROM ANGELUS BLOCK CO., INC. EXISTING CONDITIONS DESCRIPTION COMMENT IO EXISTING SIDEWALK PROTECT IN PLACE (RIP) OEXISTING NALL FIELD VERIFY LOCATION (P.I.P) ® EXISTING FENCE PER CIVIL PLAN HARDSCAPE FINISH SCHEDULE DESCRIPTION: 'SPANISH 6RINDGON' OCOLOR: FINISH: FINISH OR APPROVED ETCH CODE NO: 5 DAVIS (q 555-05 O FINAL. BE SELECTED THE 617". 4 PUBLIC WORKS SIGN DATE DATE: A. N0.'. 2502 P AN, LL.A. EXP.: 09/30/13 LIGHT FIXTURE LEGEND SYMBOL DESCRIPTION 0-0 IT PEDE5TRIAN L16HT FIXTURE O-® I-I' PEDE5TRIAN LIGHT FIXTURE - BID ALT 0-O 21' PARKING LIGHT - SINGLE FIXTURE �-@ 25' PARKING LIGHT - SINGLE FIXTURE ®� 25' PARKIN& LIGHT - DOUBLE FIXTURE NORTH SCALE: PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT � IGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECD DED APP ENCINITAS COMMUNITY PARK 10630 =G CONSTRUCTION PLAN - DATE DATE DOG PARK - BID ALT # 4A LBA -9.1 SHEET150OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 0 20 10 0 20 40 ry M pp11 �a �m Co a z . K o � z O -�zm ✓ �.S O2rM OOVIm 0O , ¢ zoo 1 11 1 z - a � � f�-/1 U Q KEYMAP �zo PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT � IGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECD DED APP ENCINITAS COMMUNITY PARK 10630 =G CONSTRUCTION PLAN - DATE DATE DOG PARK - BID ALT # 4A LBA -9.1 SHEET150OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA d n_ 'i E'a as b� -o N J a E 5 � i 8 $ rc 03 n o iC o 9a �o i a iro z '^ D ¢ .n o: n v n PRIVATE SEWER EASEMENT TO RASPY GRO RS PER DOC. REC I X I I II I 1 I DOG PARK -BID ALT. 4A LA DSDAPE EMENT 1 �I BASE BID, SEE SHEET L -6.4 ER DOC. — S BID ALT. 4A , SEE SHEET L -9.1 & 9.2 5 al 5gae 5 I l5gal I It 411 ga/ � I 411 8 ga/ 2411 4 2411 legal 24 24 i I I 2411 sg /$ga/ I I I I 5 / I � 24" Il5 I 411 /g ° 2411 \ 2411 gal I I$ I I / / � Isgar l5gal , b I I I I I I l5gal I I ggal I I I I I I I I I I I I II/ I I I j I I • I gal � I gal %5 gal — • I / a II / l5g01 15 5 cal _ i EASEMENT TO THE CITY OF ENCINITAS P@ nnr Prr UNDERGROUND 55EERVVI^ICE (ALERT SAN ELIJO JOINT POWERS e 31597 an Canino Capp Gapisiranto CA O, San JuandesIgmm�o,CAm2fiT5 �� GROUP xm.RJMdeslgngroup.mm DESIGN 19491493 -2690 fax TWO WORKING DAYS SIGN DATE 19 4914 9 3 -26 0 0 phone BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Deslc EC DESCRIPTION: OC 0019 PLAN: LOCATION: SEE SHEET C -0.1 HORIZONTAL ALA RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 m@ 0 I �1 �1'I DATE: ".A. NO.. 2502 EXP.: 09/30/13 £MF PLANTING LE6EW (FOR THIS SHEET ONLY) TREE BOTANICAL NAME KATER COMMON NAME SIZE aTY REGIUIREMENTS COMMENTS SPACING T -I BRAHEA ARMATA 57D. MEXICAN BLUE PALM 51 BT 5 LOW MATCHED PER PLAN T -5 PINUS TORREYANA 24" BOX 5 5TD. TORREY PINE IS GAL. 14 LOW MATCHED PER PLAN • T -6 P15TAGIA GHINEN515 24" BOX I 5TD. CHINESE PISTAGHE 15 GAL. I MOD. MATCHED PER PLAN T -7 PLATANUS RAGEM05A 24 " BOX 7 57D CALIFORNIA SYCAMORE 15 GAL. 2 MOD. MATCHED PER PLAN T -q PYRUS GALLERYANA 'WHITE HOUSE' STD. ARISTOCRAT FLOWERING PEAR 15 GAL. 5 MOD. MATCHED PER PLAN 7-10 US ARIFOLIA QUERC G 24" BOX 2 `-'T D. 0 COAST LIVE OAK LOW MATCHED PER PLAN T -12 ZELKOVA SERRATA 'VILLAGE GREEN' 24" BOX 2 STD. SAWLEAF ZELKOVA IS GAL. 14 LOW MATCHED PER PLAN T-111 ARBUTUS MARINA' STD • NG.N. IS GAL. IS MOD. MATCHE D PER PLAN PLANTING NOTES OFOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2O ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN V -0' OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVI RSGUR85, 8105W 1! ETC..) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP' (114) 898-0865. INSTALL A SUB -PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET L -7.I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 51ZE/BRANGHIN6 CHARACTERISTICS PER SPECIES. 51£ PLANTING NOTE W ON THE PLANTIN6 DETAIL SHEET FOR SUBMITTAL REQUIREMENTS. 4O THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTIN6 H15 OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE 11 ON PLANTING DETAIL SHEET. O6 IF UTILITIES INTERFERE WITH TREE OR SHRUB FLANTIN6, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. NORTH SCALE: 1 " =20' �� 20 10 0 20 40 KEYMAP PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CIU 3N DATE DIRE (710 OE ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2EC0 DED APP u _ ENCINITAS COMMUNITY PARK 10630 =43 TREE PLAN AT )ATE DATE DOG PARK - BID. ALT. #4A LBA -9.2 SHEET 15, OF 201 PLANNING CASE NO 04-197 MUP/DR/CDP/EIA X I \ X DOG PARK - BID ALT. 4A BASE BID, SEE SHEET L -6.4 BID ALT. 4A , SEE SHEET L -9.1 & 9.2 04 Os, Ol��fs pVIVO% SCI Ij1�4� esrl iilff I I i f�j , ► IWIM" 30 � PI a S� ��4�1111/11" I, I �rrro-1 GALL 8 TWO WORKING DAYS BEFORE YOU DIG CHANGE NO.1 DESCRIPTION 0 n PRIVATE SEWER TO RASPY PER DOC. Ar NT / Af + BP W.W. IL HP � BP ' 1 m TO THE CITY OF ENCINITAS m v� APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 31591 Camino Capistrano IRV San Juan Capistrano , CA 9M75 DESIGN wJ desl9n9mup.mm MGROUP [949[449149 3 -]699 fax [949[493 -4609 Phone SPECIAL DISTRICT APPROVAL F DI �H 9� M4) DO PUBLIC WORKS r RI DATE: ".A. No.: 2502 EXP.: 09/30/13 PLANTING LE6END (FOR THIS SHEET ONLY) SHRUB BOTANICAL NAME HE51PERALOE PARVIFLORA WATER KATER COMMON NAME 51ZE CITY REOUIREMENT5 COMMENT5 SPACING 610 VERY LOW MATCHED 36" O.G. PI PRUNU5 ILIGIFOLIA LYONII I GAL. V VERY LOW 51'0. MATCHED 6 O.G. SPECS, GATALINA CHERRY 5TOLONIZED TURF ® GRA55 PAVE 1,160 5F RC RHAMNUS GALIFORNIGA I GAL. 55 VERY LOW STD, MATCHED (210.0. BERKELEY SEDGE I &AL. CALIFORNIA COFFEE BERRY MOD MATCHED 24 "0.0. BP BAGGHARIS PILULARIS 'PIGEON POINT RI DENROMEGON HARDFORDII COYOTE BUSH r GAL. STD. LOW MATCHED 45,10.0. ISLAND BU51-1 POPPY I GAL. 220 VERY LOW MATCHED 610.0. HA HETEROMELE5 ARBUTIFOLIA I &AL. 200 LOW 140 5TD. MATCHED 610.0. m TOYON �tO0000L',�' ° ^�.if�TO,f MUHLENBERGIA RI6EN5 O�o0000��0000 STD. DEER SRA55 I&AL. 229 LOW MATCHED PER PLAN DA5YLIRION WHEELERI kr 5TD. DESERT SPOON I&AL. 10 Af + BP W.W. IL HP � BP ' 1 m TO THE CITY OF ENCINITAS m v� APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 31591 Camino Capistrano IRV San Juan Capistrano , CA 9M75 DESIGN wJ desl9n9mup.mm MGROUP [949[449149 3 -]699 fax [949[493 -4609 Phone SPECIAL DISTRICT APPROVAL F DI �H 9� M4) DO PUBLIC WORKS r RI DATE: ".A. No.: 2502 EXP.: 09/30/13 PLANTING LE6END (FOR THIS SHEET ONLY) SHRUB BOTANICAL NAME HE51PERALOE PARVIFLORA WATER KATER COMMON NAME 51ZE CITY REOUIREMENT5 COMMENT5 SPACING BOTANICAL NAME HE51PERALOE PARVIFLORA KATER 5TD. COMMON NAME HP RED YUCCA I GAL. 610 VERY LOW MATCHED 36" O.G. PI PRUNU5 ILIGIFOLIA LYONII I GAL. 150 VERY LOW 51'0. MATCHED 6 O.G. SPECS, GATALINA CHERRY 5TOLONIZED TURF ® GRA55 PAVE 1,160 5F RC RHAMNUS GALIFORNIGA I GAL. 55 VERY LOW STD, MATCHED (210.0. BERKELEY SEDGE I &AL. CALIFORNIA COFFEE BERRY MOD MATCHED 24 "0.0. BP BAGGHARIS PILULARIS 'PIGEON POINT RI DENROMEGON HARDFORDII COYOTE BUSH r GAL. STD. LOW MATCHED 45,10.0. ISLAND BU51-1 POPPY I GAL. 220 VERY LOW MATCHED 610.0. HA HETEROMELE5 ARBUTIFOLIA I &AL. 200 LOW 5TD. MATCHED 610.0. TOYON MUHLENBERGIA RI6EN5 STD. DEER SRA55 I&AL. 229 LOW MATCHED PER PLAN DA5YLIRION WHEELERI 5TD. DESERT SPOON I&AL. 10 LOW MATCHED PER PLAN ARBORESGEN5 571 OALOE ALOE I &AL. II LOW MATCHED PER PLAN BOTANICAL NAME KATER COMMON NAME 51ZE CITY REOUIREMENT5 COMMENTS SPACING PASPALUM 'PLATINUM TE' HIGH PLANT PER SOD 48,115 5F SPECS, 5TOLONIZED TURF ® GRA55 PAVE 1,160 5F GAREX DIVUL5A STD. BERKELEY SEDGE I &AL. 590 MOD MATCHED 24 "0.0. BP BAGGHARIS PILULARIS 'PIGEON POINT STD. COYOTE BUSH r GAL. 335 LOW MATCHED 45,10.0. 5" LAYER OF MULCH PLANTIND NOTES I FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 5' -0" OF ANY HARDSCAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS,CURBS, BIOSWALE ETC -) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORP" M4) 8 a -Obb5. INSTALL A 5U]5-PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECAMMENDATION. SEE DETAIL 9, SHEET L -1.I, (D ALL TREES ARE TO HAVE STANDARD) FORM AND MATCHED SIZE45RANCHING CHARACTERISTICS PER SPECIES. SEE PLANTING NOTE =9 ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOUIREMENT5. OTHE OUANTITIES SHOWN ARE FOR REFERENCE AND BID OOMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING 415 OWN AREA TAKE -0775 AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTINO NOTE 11 ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS N THORIZED RE'REEENTATIVE. NORTH SCALE: 1" =20' 20 10 0 20 40 El KEYMAP" - A PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t 4�e.J DATE DIHLVIO OIL ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ] DED APP udOP _ ENCINITAS COMMUNITY PARK 10630 =G SHRUB PLAN AT DATE DOG PARK - BID. ALT. #4A LBA -9.3 SHEET1520F 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA i2 a � i i A B� Irc Y m S a i ns �N 9¢ �o iNi z 0 a a u. o n CHANGE A MATCHLINE SEE SHEET L-1.3 1 DOG PARK - BID ALT. 4B BASE BID, SEE SHEET L -6.4 DSCAPE MENT 1 BID ALT. 4B , SEE SHEET L -9.5 & 9.6 - 5 1 C,AL.e: a 1 I WORKING DAYS `ORE YOU DIG DESCRIPTION TYP. F FIXTURE TYP. SYMBOL DESGRIPTI N sa IT PEDES IAN LIGHT FIXTURE O-® IT PED STRIAN LIGHT FIXTURE - BID ALT 0-0 21' P RKIN& LIGHT - SINGLE IXTURE N 2 PARKING LIGHT - 5IN6LE IXTURE 25' PARKIN& LIGHT - DOUB FIXTURE IAI IAI PA IAI FA \\EASEMENT TO THE CITY OF ENCINITAS pra nnr SAN ELIJO JOINT POWERS 0 u PA U IPI APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 NO 31591 Camino Gaplsh n San Juan Caplsimno, CA92675 �� GROUP x AJMdesigngmup.mm D.�P 19 491 49 325 9 0 (ax 19491493 -2500 phone SPECIAL DISTRICT APPROVAL F DI PUBLIC WORKS SIGN DATE DATE: Ammmeams ".A. NO.. 2502 EXP.: 09/30/13 sa EXISTING SIDEWALK P SITE FURNISHING SCHEDULE CONSTRUCT: DETAIL REFERENCE SEWER E.:., ��:i•1 ,. . SINGLE PICNIC, TABLE 4 PAD Detall 5 , Sheet L -2.15 PER ?4 , = m D2 million Datall 4 , Sheet L -2.15 D5 CONCRETE BENCH 4 PAD Datail I , 5heatL-2.15 ACCE5515LE GONG. BENCH 4 PAD Detail 2 , SheetL-2.15 DS TRASH /REGYGLE MODEL# 5LURB- 36RBU, RECEPTACLE SKIN PATTERN: VERTICAL GRILLWORK, COLOR: LOW RAL #6012. AVAILABLE .Iwo • � Q SURFACES, CONTACT: - KELLY MGKEOWN 0 (619) 991 -1055 D0 PEDESTAL DRINKING FOUNTAIN Detail 5 , Sheet L -2.5 OWALL MOUNTED DRINKIN6 PER ARCHITECT'S PLANS ^M1 N FOUNTAIN a RESTROOM D0 BIKE RACK W/ CONCRETE PAD MODEL# O- GIRO -BR BIKE O RACK WITH BLAGKSMOOTH BAR, AVAILABLE FROM OUICK -CRETE PRODUCT CORP. INSTALL PER THE CURRENT MANUF. SPECS. Al D9 24" W. X 54" L. BENCH W/ BACK MODEL OIROYAL0413 WITH BACK. AVAILABLE FROM OUICK -CRETE PRODUCT CORP. INSTALL PER THE ,, Y�:��I''�' lades ®�! ®r�� ® _ - _ - _ .•� J ni ®I 24" W. X 54" L. BENCH WITHOUT BACK 02POYAL54B WITHOUT - 11401 . m II�G miMoir 11 BACK. AVAILABLE FROM ii OUICK -CRETE PRODUCT �:.m:.. CURRENT MANUF. SPECS. AND RECOMMENDATION, , 0 ME PICNIC TABLE MODEL# ARC TABLE, ©© OARC04PT -ADA, COLOR: +�, yi a : MOV ] ♦si�:.1111. i >i I,I,I,I,I,I,I,• - SEALER: MATTE low BBO UNIT AT GROUP MODEL# OB- 2460 -5IG PICNIC, PAD III ®I 550 UNIT AT SINGLE � m ``.....�� tkk.. � III %1111 NAB PAVER FINISH SCHEDULE l�h 11 I ��'�.i�.i✓ wool r m III: w - poll Eq APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 NO 31591 Camino Gaplsh n San Juan Caplsimno, CA92675 �� GROUP x AJMdesigngmup.mm D.�P 19 491 49 325 9 0 (ax 19491493 -2500 phone SPECIAL DISTRICT APPROVAL F DI PUBLIC WORKS SIGN DATE DATE: Ammmeams ".A. NO.. 2502 EXP.: 09/30/13 EPRECAST CONCRETE PAVERS " DENSE, TIGHT PAVER SURFACE. NO VISIBLE AGGREGATE SHAPE: TUMBLE ANTIQUE COBBLE I AND 11 COLOR: TUMBLE BLENDED CREAM / TERRA GOTTA / BROWN MIXED FINISH: 5.51" X 5.51" X 5.125 ", 5.51" X 0.26" X 5.125" AND PATTERN: I PATTERN AVAILABLE FROM ANGELUS BLOCK CO., INC. NORTH SCALE: 1 " =20' 0 20 10 0 20 40 e 1 s sa EXISTING SIDEWALK P SITE FURNISHING SCHEDULE CONSTRUCT: DETAIL REFERENCE DI SINGLE PICNIC, TABLE 4 PAD Detall 5 , Sheet L -2.15 D2 GROUP PICNIC, TABLE 4 PAD Datall 4 , Sheet L -2.15 D5 CONCRETE BENCH 4 PAD Datail I , 5heatL-2.15 ACCE5515LE GONG. BENCH 4 PAD Detail 2 , SheetL-2.15 DS TRASH /REGYGLE MODEL# 5LURB- 36RBU, RECEPTACLE SKIN PATTERN: VERTICAL GRILLWORK, COLOR: EVERGREEN, TEXTURE: RAL #6012. AVAILABLE FROM FORMS AND SURFACES, CONTACT: KELLY MGKEOWN 0 (619) 991 -1055 D0 PEDESTAL DRINKING FOUNTAIN Detail 5 , Sheet L -2.5 OWALL MOUNTED DRINKIN6 PER ARCHITECT'S PLANS ^M1 N FOUNTAIN a RESTROOM D0 BIKE RACK W/ CONCRETE PAD MODEL# O- GIRO -BR BIKE O RACK WITH BLAGKSMOOTH BAR, AVAILABLE FROM OUICK -CRETE PRODUCT CORP. INSTALL PER THE CURRENT MANUF. SPECS. AND RECOMMENDATION, D9 24" W. X 54" L. BENCH W/ BACK MODEL OIROYAL0413 WITH BACK. AVAILABLE FROM OUICK -CRETE PRODUCT CORP. INSTALL PER THE CURRENT MANUF. SPECS. AND RECOMMENDATION, ®I 24" W. X 54" L. BENCH WITHOUT BACK 02POYAL54B WITHOUT BACK. AVAILABLE FROM OUICK -CRETE PRODUCT CORP. INSTALL PER THE CURRENT MANUF. SPECS. AND RECOMMENDATION, ®j PICNIC TABLE MODEL# ARC TABLE, OARC04PT -ADA, COLOR: P6- COPPER (6EN2), TEXTURE: T -T (ACID ETCH), SEALER: MATTE BBO UNIT AT GROUP MODEL# OB- 2460 -5IG PICNIC, PAD ®I 550 UNIT AT SINGLE MODEL# A- 20/5 -152 PICNIC, PAD PAVER FINISH SCHEDULE DESCRIPTION: EPRECAST CONCRETE PAVERS " DENSE, TIGHT PAVER SURFACE. NO VISIBLE AGGREGATE SHAPE: TUMBLE ANTIQUE COBBLE I AND 11 COLOR: TUMBLE BLENDED CREAM / TERRA GOTTA / BROWN MIXED FINISH: 5.51" X 5.51" X 5.125 ", 5.51" X 0.26" X 5.125" AND PATTERN: I PATTERN AVAILABLE FROM ANGELUS BLOCK CO., INC. NORTH SCALE: 1 " =20' 0 20 10 0 20 40 e 1 s sa EXISTING SIDEWALK P 16 t.n42.J DATE DIRE 0 OE ENGINEERING DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. J DED APP u�N _ ENCINITAS COMMUNITY PARK 10630 =G CONSTRUCTION PLAN - DATE DOG PARK -BID ALT # 4B LBA -9.4 SHEET1520F 20 PLANNING CASE NO: 04-197 MUP /DR /CDP /EIA i E' i x NN n E A 8 8 m �a oL a n n 9� o 9a �o xN z a A: v PRIVATE SEWER EASEMENT 'I TO RASPY GROW RS PER DOC. _______L II RFC \ I 0-0 I IIII ��II DOG PARK - BID ALT. 4B LA DSCAPE EMENT / BASE BID, SEE SHEET L -6.4 DOC S BID ALT. 4B , SEE SHEET L -9.4 & 9.6 $' 2411 p al l5gae l5 — l5gal I s I I n I gal � 2 I 4" _ I gal 24 - 24" agal 24 \��K 24 J� I i 17 I pal 24' l5gal - -r _ 9 5 r 4" 4'I 9 — a — / :2 24" / r lSgal lagal I \ •/ 9 I � 1 l5gal I � I sgal i I j I I I 1 II I I I I I I • ga/ � I I � � ga/ — All gal , I ,a I I lSgal l5 5 al a PLANTING LEGEND (FOR THI5 5HEET ONLY) TREE BOTANICAL NAME 5TD. WATER COMMON NAME SIZE 0TY REQUIREMENTS COMMENTS SPACING T-I BRAHEA ARMATA STD. MEXICAN BLUE PALM 5' BT 5 LOW MATCHED PER PLAN PINU5 TORREYANA 24" BOX 5 STD. T -5 TORREY PINE 15 GAL. 14 LOW MATCHED PER PLAN P15TACIA CHINEN515 24" BOX I `STD. • T -6 MOD. MATCHED PER PLAN CHINESE PISTAGHE IS GAL. T -7 PLATANU5 RACEM05A 24" BOX 7 `STD CALIFORNIA 5YGAMORE 15 GAL. 2 MOD. MATCHED PER PLAN T -y PYRU5 GALLERYANA 'WHITE HOUSE' STD. AR15TOCRAT FLOWERING PEAR 15 OAL. 5 MOD. MATCHED PER PLAN (� • T -10 OUERCUS AORIFOLIA 24" BOX 2 °STD. 0OA5T LIVE OAK LCH MATCHED PER PLAN 0 ARBUTU5 'MARINA' STD. T -15 MOD. MATCHED PER PLAN N.G.N. IS GAL. IS PLANTING NOM 8 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN a' -O' OF ANY HARDSLAPE ELEMENT (SPE11ALK5, H 1-5, D.6., PAVERS,CURBS, BIO E ETC..) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT OORP" M14) e4e-Oev6. INSTALL A SUB -PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL Q, SHEET L -T.I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED EIZBiBRANCHING CHARACTERISTICS PER SPECIES, SEE PLANTING NOTE M ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOUIREMENT5. Oq THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFF5 AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTIN5 DETAIL SHEET. OIF UTILITIES INTERFERE HITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. NORTH SCALE: FM 20 10 0 20 40 1 EASEMENT TO 7HE CITY OF ENNFMITAS IJ — — —I —� s \(V�\ KEYMAP UNDEROROUND 55EERVIGIE (ALERT SAN ELIJO JOINT POWERS APF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT P+ 31591 Camino Caplshno /J, a, San Juan Capistrano, CA 92675 DESIGN 4n� 8 d o www.RJMdeslgngroup.oam DESIGN e.J u`T a 194914932690 fax TWO WORKING DAYS SIGN DATE 9AP F `tf�d 19 4 91 493-2600 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN ev: CHECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: PLANS PREPARED UNDER SUPERVISION OF RECD DED APPRP LOCATION: HORIZONTAL DATE. '{�jy ' - 10630 =43 RECORD FROM VERTICA ow A. NO.: 2502 TREE PLAN AT ELEVATION: DATUM: LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE DOG PARK - BID. ALT. #4B LBA -9.5 SHEET1540F 201 PLANNING CASE NO: 04-197 MUP/DR/ C -= ElR 0 5TD. SAWLEAF ZELKOVA 15 GAL. 14 Lun MATCHED PER PLAN ARBUTU5 'MARINA' STD. T -15 MOD. MATCHED PER PLAN N.G.N. IS GAL. IS PLANTING NOM 8 FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN a' -O' OF ANY HARDSLAPE ELEMENT (SPE11ALK5, H 1-5, D.6., PAVERS,CURBS, BIO E ETC..) SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT OORP" M14) e4e-Oev6. INSTALL A SUB -PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL Q, SHEET L -T.I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED EIZBiBRANCHING CHARACTERISTICS PER SPECIES, SEE PLANTING NOTE M ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REOUIREMENT5. Oq THE QUANTITIES SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFF5 AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTIN5 DETAIL SHEET. OIF UTILITIES INTERFERE HITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. NORTH SCALE: FM 20 10 0 20 40 1 EASEMENT TO 7HE CITY OF ENNFMITAS IJ — — —I —� s \(V�\ KEYMAP UNDEROROUND 55EERVIGIE (ALERT SAN ELIJO JOINT POWERS APF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT P+ 31591 Camino Caplshno /J, a, San Juan Capistrano, CA 92675 DESIGN 4n� 8 d o www.RJMdeslgngroup.oam DESIGN e.J u`T a 194914932690 fax TWO WORKING DAYS SIGN DATE 9AP F `tf�d 19 4 91 493-2600 phone SIGN DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN DATE BEFORE YOU 016 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN ev: CHECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: PLANS PREPARED UNDER SUPERVISION OF RECD DED APPRP LOCATION: HORIZONTAL DATE. '{�jy ' - 10630 =43 RECORD FROM VERTICA ow A. NO.: 2502 TREE PLAN AT ELEVATION: DATUM: LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE DOG PARK - BID. ALT. #4B LBA -9.5 SHEET1540F 201 PLANNING CASE NO: 04-197 MUP/DR/ C -= ElR 0 8' S Lo eo a E n � m Loa .3 o n N o 9a �o xN z� �o a on YRIVXIL OL %LR CX DLM IVI TO RASPY GROW R'. I I X I X I I DOG PARK - BID ALT. 4B BASE BID, SEE SHEET L -6.4 LA ESCAPE EMENS J BID ALT. 4B , SEE SHEET L -9.4 & 9.5 ER DOC. RFC t\ MEW 11 0 u HESPERALOE PARVIFLORA WATER WATER COMMON NAME 51ZE OTY REGUIREMENT5 COMMENTS SPACING 610 VERY LOW MATCHED 36" O.G. PI PRUNUS ILIGIFOLIA LYONII I GAL. 150 VERY LOW 51'0' MATCHED 6' O.G. 5FEC5, CATALINA CHERRY 5TOLONIZED TURF a ORASS PAVE 1,160 5F RS II I GAL. 55 VERY LOW STD. MATCHED 610.0. BERKELEY SEDGE IGAL. CALIFORNIA COFFEE BERRY MOD MATCHED 24"O.G. BP BAGGHARIS PILULARIS 'PIGEON POINT RI DENROMEGON HARDFORDII II GOYOTE BUSH OOOf STD. LOW MATCHED 48" O.G. ISLAND BUSH POPPY I GAL. 220 VERY LOW MATCHED 6' O.G. :HOC!^ HA HETEROMELES ARBUTIFOLIA I GAL. 200 LOW 51'D' MATCHED TOYON i%�i MUHLEN5EROIA RIGEN5 STD. DEER 6RA55 16AL. 229 LOW MATCHED PER PLAN °oo'�sodsf3 P STD. DESERT SPOON IGAL. 70 �l3doo � a MATCHED PER PLAN ARBORESGEN5 r3 57D. {' OALOE ALOE IGAL. 11 LOW MATCHED PER PLAN � �Opr'b'S.f ��;podOVe.O.i000000000 9Cf3000'00'�p6 �� ' �,1. -Oe � �i �O OTrlFf000tSJ0_drfCr ���ti —� ''�.. i'�O[].� w'i't • � -1 O iOJOr�� MEW 11 0 u TWIN PI PLANTING LEGEND (FOR THIS SHEET ONLY) SHRUB BOTANICAL NAME HESPERALOE PARVIFLORA WATER WATER COMMON NAME 51ZE OTY REGUIREMENT5 COMMENTS SPACING 610 VERY LOW MATCHED 36" O.G. PI PRUNUS ILIGIFOLIA LYONII I GAL. 150 VERY LOW 51'0' MATCHED 6' O.G. 5FEC5, CATALINA CHERRY 5TOLONIZED TURF a ORASS PAVE 1,160 5F RS RHAMNUS GALIFORNIGA I GAL. 55 VERY LOW STD. MATCHED 610.0. BERKELEY SEDGE IGAL. CALIFORNIA COFFEE BERRY MOD MATCHED 24"O.G. BP BAGGHARIS PILULARIS 'PIGEON POINT RI DENROMEGON HARDFORDII GOYOTE BUSH GAL. STD. LOW MATCHED 48" O.G. ISLAND BUSH POPPY I GAL. 220 VERY LOW MATCHED 6' O.G. HA HETEROMELES ARBUTIFOLIA I GAL. 200 LOW 51'D' MATCHED TOYON MUHLEN5EROIA RIGEN5 STD. DEER 6RA55 16AL. 229 LOW MATCHED PER PLAN DASYLIRION WHEELERI P STD. DESERT SPOON IGAL. 70 LOW MATCHED PER PLAN ARBORESGEN5 57D. OALOE ALOE IGAL. 11 LOW MATCHED PER PLAN HP �.�. . HP BP .4 .4. .x.4.4. .. I BP PI LA i. iA PI + r r r r • • • • • • • • • • • • • • + • I *+ W 444 W4W4W4 • }}I W4W4W44444W4W4W4W4W4W4W4W W 41 44W4W4W4W4W444 44W4W4W4W4y 4 +4 4 4 . . • • • • • • • • 4 4 • • 4 . . • • • • • . v 4 4 + I 44444444444444444444444 4 v v v v v v +. 4 v4v4v444444444 44444444444 v4 + RI . . . .. + �.444444�. ..4444 * 1 uA. .4.4.�.�. .� + 30 + .� iAi . . . . . . . . . . . . . . . ..1 a.LL. .+"a a a �C +"a +"a+a+ayaya LL LL +LLLLLLLLLL.r LL ++a yya 4 4 a a a a a r r 4 4 4 4 a s r BP TWIN PI PLANTING LEGEND (FOR THIS SHEET ONLY) SHRUB BOTANICAL NAME HESPERALOE PARVIFLORA WATER WATER COMMON NAME 51ZE OTY REGUIREMENT5 COMMENTS SPACING 610 VERY LOW MATCHED 36" O.G. PI PRUNUS ILIGIFOLIA LYONII I GAL. 150 VERY LOW 51'0' MATCHED 6' O.G. 5FEC5, CATALINA CHERRY 5TOLONIZED TURF a ORASS PAVE 1,160 5F RS RHAMNUS GALIFORNIGA I GAL. 55 VERY LOW STD. MATCHED 610.0. BERKELEY SEDGE IGAL. CALIFORNIA COFFEE BERRY MOD MATCHED 24"O.G. BP BAGGHARIS PILULARIS 'PIGEON POINT RI DENROMEGON HARDFORDII GOYOTE BUSH GAL. STD. LOW MATCHED 48" O.G. ISLAND BUSH POPPY I GAL. 220 VERY LOW MATCHED 6' O.G. HA HETEROMELES ARBUTIFOLIA I GAL. 200 LOW 51'D' MATCHED TOYON MUHLEN5EROIA RIGEN5 STD. DEER 6RA55 16AL. 229 LOW MATCHED PER PLAN DASYLIRION WHEELERI P STD. DESERT SPOON IGAL. 70 LOW MATCHED PER PLAN ARBORESGEN5 57D. OALOE ALOE IGAL. 11 LOW MATCHED PER PLAN HP HP BP I BP PI TWIN PI PLANTING LEGEND (FOR THIS SHEET ONLY) SHRUB BOTANICAL NAME HESPERALOE PARVIFLORA WATER WATER COMMON NAME 51ZE OTY REGUIREMENT5 COMMENTS SPACING BOTANICAL NAME HESPERALOE PARVIFLORA WATER STD. COMMON NAME HP RED YUCCA I GAL. 610 VERY LOW MATCHED 36" O.G. PI PRUNUS ILIGIFOLIA LYONII I GAL. 150 VERY LOW 51'0' MATCHED 6' O.G. 5FEC5, CATALINA CHERRY 5TOLONIZED TURF a ORASS PAVE 1,160 5F RS RHAMNUS GALIFORNIGA I GAL. 55 VERY LOW STD. MATCHED 610.0. BERKELEY SEDGE IGAL. CALIFORNIA COFFEE BERRY MOD MATCHED 24"O.G. BP BAGGHARIS PILULARIS 'PIGEON POINT RI DENROMEGON HARDFORDII GOYOTE BUSH GAL. STD. LOW MATCHED 48" O.G. ISLAND BUSH POPPY I GAL. 220 VERY LOW MATCHED 6' O.G. HA HETEROMELES ARBUTIFOLIA I GAL. 200 LOW 51'D' MATCHED TOYON MUHLEN5EROIA RIGEN5 STD. DEER 6RA55 16AL. 229 LOW MATCHED PER PLAN DASYLIRION WHEELERI STD. DESERT SPOON IGAL. 70 LOW MATCHED PER PLAN ARBORESGEN5 57D. OALOE ALOE IGAL. 11 LOW MATCHED PER PLAN BOTANICAL NAME WATER COMMON NAME 51ZE OTY REGUIREMENT5 COMMENT5 SPACING PA5PALUM 'PLATINUM TV HIGH PLANT PER SOD 48,715 5F 5FEC5, 5TOLONIZED TURF a ORASS PAVE 1,160 5F GAREX DIWLSA 57D. BERKELEY SEDGE IGAL. 590 MOD MATCHED 24"O.G. BP BAGGHARIS PILULARIS 'PIGEON POINT STD' GOYOTE BUSH GAL. 335 LOW MATCHED 48" O.G. 5" LAYER OF MULCH FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 8'-0" OF ANY HAROSCAPE ELEMENT (SIDEWALKS, WALLS, D.6., PAVERS)CURBS, BIOSWALE ETC..J SHALL RECEIVE A ROOT BARRIER BY "DEEP ROOT CORF- f714J 8q5 -0863. INSTALL A SUB -PANEL BARRIER 1I LONG CENTERED ON THE TREE TRUNK. W EER OF PANELS PER TREE BY MANJFACTURERS RECOMMENDATION. SEE DETAIL F, SHEET L -1.I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED SIZE /BRANCHING OHARAGTCR15T105 PER 5PEGIE5. SEE PLANTING NOTE •q ON THE PLANTING DETAIL SHEET FOR SUBMITTAL REPUIREMENTS. OTHE QUANTITIE5 SHOWN ARE FOR REFERENCE AND BID COMPARISON PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTIN6 HIS OWN AREA TAKE -OFFS AND UNIT COUNTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. Ob IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO EE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. NORTH SCALE: III 20 10 0 20 40 l EASEMENT TO THE CITY OF ENCINITAS ER DOC RTC - �,r�-,_, KEYMAP UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS `APF , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT G AU I HUM I Y c7 31591 Camino Capistrano 'R, San Joan Caplemno, CA 92675 mhoe.RJMdesigngroup.w DM10N m GRIM P ta'IAx.J u'A a [949] 493 -2690 fax TWO WORKING DAYS SIGN DATE 9AP P `\fwd 1949149b2fi00 phone SIGN DATE SIGN DATE DIRE 0 OF ENGINEERING DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECD DED APPRd LocnnoN: SEE SHEET c -o.1 HORIZONTAL DATE:' `.>�K�7 _ ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM COUNTY OF SAN DIEGO VERTICAL .A. NO.: 2502 SHRUB PLAN AT ELEVATION: 215.640 DATUM: NGVD 29 LA Y P. AN, L.L.A. EXP.: 09/30/13 DATE DATE DOG PARK - BID. ALT. #413 LBA -9.6 HEET 155 OF 201 PLANNING CASE NO: 04-197 MUP/DRI/ r /EIA PLANNING CASE N0: 04-197 MUP /DR /CDP /EIA w� �i n b� bo N ~ ° a a o: �m �a Y c� o� �N j N �{N o 9a �o xNi i 0 Q N o: n o� CHANGE CARETTA W D SERVICE ALERT SAN ELIJO JOINT POWERS GA>s>s: 811 WORKING DAY5 `ORE YOU DIG DESCRIPTION I Ali APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL — RECORD FROM COUNTY OF SAN DIEGO VERTICAL w h VIII IIIII ku IIIII lllll T \ \ \ \ \ / 1 / I I I _ I I I I j I I \ 1F1 L:J 0 1 1 PARKING LOT'A' - BID ALT. #3 BASE BID, SEE SHEET L -6.14 & L -6.15 I I� I I 6 PLANTING LEGEND (FOR TH15 51 ONLY) TREE BOTANICAL NAME PODOGARPUS SRAGILIOR 91591 Camino GeDlshno a 5TD. San Juanmno, CA 92675 SI ZE CITY REQUIREMEN75 COMMENTS DESIGN www.RJMdeslgngroup.mm CHINESE PI57AGHE 24" BOX MOD. MATCHED DESIGN I949I[9491493-2690 26902fi90 fax �� TIFFWAY II BERMUDA STOLONS HIGH I949I 493-2600 phone �.1. SPECIAL DISTRICT APPROVAL F DI I I� I I 6 PLANTING LEGEND (FOR TH15 51 ONLY) TREE BOTANICAL NAME PODOGARPUS SRAGILIOR WATER MATER 5TD. COMMON NAME SI ZE CITY REQUIREMEN75 COMMENTS SPACING LASERSTROEMIA X FAURIEI HYBRIDS STD. T -B 'TUSCARORA' 24" BOX 6 MOD. MATCHED PER PLAN GRAPE MYRTLE T -13 PODOGARPUS SRAGILIOR MATER 5TD. 7-6 P157ACIA GHINENSIS FERN PINE 24" BOX `7TD MOD. MATCHED CHINESE PI57AGHE 24" BOX MOD. MATCHED PER PLAN T -13 PODOGARPUS SRAGILIOR MATER 5TD. SIZE 1 FERN PINE 24" BOX 2 MOD. MATCHED PER PLAN E� BOTANICAL NAME MATER STD. SIZE 1 COMMON NAME SIZE CITY REQUIREMENTS COMMENTS SPACING E� MUHLENEER6IA R16EN5 STD. SIZE OTY DEER 6RA55 I SAL. 94 LOW MATCHED PER PLAN E� C 5 �� Y- 6 ge � N a PLAN71ND NOTES FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 6' -0" OF ANY HARD5CAFE ELEMENT (SIDENALKS, WALLS, D.G., PAVERS,CURBS, BIOSNALE ETC..) SHALL RECEIVE A ROOT BARRIER BY'DEEF ROOT COW" 004) 691 INSTALL A 5UB-PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET L -T.I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 51ZE/BRANCHIN6 CHARACTERISTICS PER SPECIES, SEE PLANTING NOTE W ON THE PLANTING DETAIL SHEET FOR SU5EtI7TAL REOUIREMENTS. OTHE OJANTITIES SHOWN ARE FOR REFERENCE AND BID OOMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COURTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. NORTH SCALE: 1" =20' 20 10 0 20 40 D 0 `J BOTANICAL NAME SIZE OTY KA`TER COMMENTS SPACING COMMON NAME REQUIREMENTS JI TIFFWAY II BERMUDA STOLONS HIGH PLANT PER �.1. 84,995 SF SPECS. RO R05MARINV5 O. "LOCKWOOD DE FOREST' 315 STD' ROSEMARY I GAL, LOW MATCHED 24110.0. C 5 �� Y- 6 ge � N a PLAN71ND NOTES FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. 2 ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 6' -0" OF ANY HARD5CAFE ELEMENT (SIDENALKS, WALLS, D.G., PAVERS,CURBS, BIOSNALE ETC..) SHALL RECEIVE A ROOT BARRIER BY'DEEF ROOT COW" 004) 691 INSTALL A 5UB-PANEL BARRIER 10' -0" LONG CENTERED ON THE TREE TRUNK. NUMBER OF PANELS PER TREE BY MANUFACTURERS RECOMMENDATION. SEE DETAIL 9, SHEET L -T.I. OALL TREES ARE TO HAVE STANDARD FORM AND MATCHED 51ZE/BRANCHIN6 CHARACTERISTICS PER SPECIES, SEE PLANTING NOTE W ON THE PLANTING DETAIL SHEET FOR SU5EtI7TAL REOUIREMENTS. OTHE OJANTITIES SHOWN ARE FOR REFERENCE AND BID OOMPARISON PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE -OFFS AND UNIT COURTS. OSOIL AMENDMENTS SEE PLANTING NOTE IT ON PLANTING DETAIL SHEET. OIF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ARE TO BE PLANTED AT THE DIRECTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. NORTH SCALE: 1" =20' 20 10 0 20 40 D 0 `J PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT Dx J DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN AWN STAFY: F EC CHECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 'D UNDER SUPERVISION OF RECD DED APPS P DATE: ENCINITAS COMMUNITY PARK z � A A. NO.: 2502 PLANTING AT LL.LL_A. EXP.: 09/30/13 DATE DATE SOFTBALL FIELD AND PARKING LOT'A' -BID ALT. #3 LBA -1 PLANNING CASE NO: 04-197 VUP/DR/ -vEIA DRAWING NO. 10630 =13 JI �.1. �r IIc .�� ' 1� \ omzm , .T cI �\ PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT Dx J DATE SIGN DATE DIRE 0 OE ENGINEERING DATE SIGN AWN STAFY: F EC CHECKED er: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 'D UNDER SUPERVISION OF RECD DED APPS P DATE: ENCINITAS COMMUNITY PARK z � A A. NO.: 2502 PLANTING AT LL.LL_A. EXP.: 09/30/13 DATE DATE SOFTBALL FIELD AND PARKING LOT'A' -BID ALT. #3 LBA -1 PLANNING CASE NO: 04-197 VUP/DR/ -vEIA DRAWING NO. 10630 =13 r 0 0 in 0 S E6� OY >� m 0 0 B r ,y b X80 8� i v i$ DESIGN CRITERIA THESE GENERAL STRUCTURAL NOTES APPLY UNLESS OTHERWISE NOTED. CODE: COMPLY WITH 2O06 INTERNATIONAL BUILDING CODE, AS AMENDED BY THE CITY. SEISMIC: SEISMIC USE GROUP SPECTRAL RESPONSE: Sds =25.2 Shc =10.9 SITE CLASS "D" WIND: 3- SECOND GUST WIND SPEED 90 M.P.H. [144.84 K.P.H.] IMPORTANCE FACTOR 1 =1.0 WIND EXPOSURE "C" STRUCTURAL NOTES 1. SPECIAL STRUCTURAL INSPECTION 1.1 PROVIDE SPECIAL STRUCTURAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS: 1.1.1 CONCRETE: DURING THE TAKING OF TEST SPECIMENS & PLACING OF REINFORCED CONCRETE WHERE FC> 2,500 PSI [17.23MPe], EXCEPT SLABS ON GRADE. 1.1.2 BOLTS INSTALLED IN CONCRETE: DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE AND DURING INSTALLATION OF EXPANSION BOLTS & EPDXY BOLTS I REBAR INTO EXISTING CONCRETE. 1.1.3 REINFORCING STEEL: DURING PLACING OF REINFORCING STEEL, FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY THE CONCRETE SECTION ABOVE AND PLACING REINFORCING STEEL IN EPDXIED HOLES PER ABOVE. 1.1.4 SHOTCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE. 1.2 SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS: 1.2.1 THE CONTRACTOR SHALL ALLOW A MINIMUM OF 24 HOURS NOTIFICATION FOR THE SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS. 2. FOUNDATIONS 2.1 REFER TO GEO -TECH REPORT PROVIDED BY CITY 3. REINFORCING 3.1 SECURELY TIE ALL REBAR, INCLUDING DOWELS, IN LOCATION BEFORE PLACING CONCRETE OR GROUT. 3.2 WHERE REINFORCING IS SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, LENTON FORM SAVERS DOWEL BAR SPLICE DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. (ICBO #3967) OR EQUIVALENT MAY BE USED. SIZES AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR PER ICSO RESEARCH REPORT. 4. STRUCTURAL STEEL 4.1 ASTM A -36 FOR C, MC, ANGLES, AND PLATES. 4.2 ASTM A53 GRADE B OR A -501 FOR STEEL PIPES 4.3 ASTM A -500 GRADE B, FY=46 KSI FOR TS /HSS TUBE STEEL FOR SIZES UP TO 518" [15.88mm] THICK. 4.4 ASTM A-307 OR A-36 PLAIN ANCHOR BOLTS. 5. STRUCTURAL STEEL 6 REINFORCEMENT WELDING 5.1 ALL CONSTRUCTION AND TESTING PER AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS. ALL WELDING SHALL BE BY WELDERS HOLDING CURRENT CERTIFICATES VALIDATED BY AN INDEPENDENT LAB & HAVING CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR. THE CONTRACTOR SHALL SUBMIT WELDING CERTIFICATES FOR EACH WELDER PRIOR TO COMMENCING THE WORK. 5.2 WELDING RODS TO BE LOW HYDROGEN TYPE, E70 SERIES, PER AWS D1.1 TYPICALLY EXCEPT E5010 SERIES FOR STEEL SHEET METAL PER AWS 31.3 AND REINFORCING WELDMENTS PER AWS DlA USE E80 SERIES WELDING RODS FOR A706 REBAR. 5.3 FIELD INDICATED WELDS MAY BE DONE IN SHOP & SHOP INDICATED WELDS MAY BE DONE IN FIELD ONLY IF SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. 6. SUPPLEMENTARY NOTES 6.1 THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 6.2 REINFORCING OR THREADED RODS DRILLED AND EPDXIED INTO EXISTING CONCRETE AS DETAILED ON THE DRAWINGS SHALL BE ONE OF THE FOLLOWING OR APPROVED EQUIVALENT: 6.2.1 HILTI RE -500 SO- ICC ESR -2322 6.2.2 SIMPSON SET -XP - ICC ESR -2508 6.2.3 POWERS PE1000+ -ICC ESR -2583 6.3 INSTALLATION OF EPDXIED DOWELS SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICBO REPORT AND HAVE A MINIMUM 9 DIAMETERS EMBEDMENT 6.4 INSTALLATION SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICBO REPORT. CONTRACTOR SHALL HAVE APPROPRIATE ICBO REPORT ON -SITE DURING ALL INSTALLATIONS. 6.5 ANY ENGINEERING DESIGN PROVIDED BY CONTRACTOR OR OTHERS AND SUBMITTED FOR REVIEW SHALL BE BY AN INSURED REGISTERED STRUCTURAL ENGINEER WITH CONTINUOUS FIVE YEARS OF EXPERIENCE IN THE TYPE OF DESIGN SUBMITTED. GENERAL CONSTRUCTION NOTES 1.GENERAL 1.1 CONSIDER GENERAL NOTES AS APPLYING TO ALL DRAWINGS. 1.2 NOTIFY SKATE PARK ARCHITECT OF ANY DISCREPANCIES TO THESE PLANS. 1.3 PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND /OR LOCAL BUILDING CODES. 1.4 THE SKATE PARK ARCHITECT SHALL HAVE NO CONTROL OR CHARGE OF, NOR BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, SAFETY PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK, THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY PERSONS PERFORMING ANY OF THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. 1.5 PROVIDE SPECIAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS: 1.5.1 PLACEMENT OF REINFORCING STEEL. 1.5.2 TAKING OF TEST SPECIMENS AND PLACING OF ALL CONCRETE. 1.5.3 BOLTS IN CONCRETE. 1.5.4 TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE. 1.6 THE CONTRACTOR SHALL WARRANTY ALL OF THEIR WORK DURING CONSTRUCTION AND A MINIMUM OF TWO YEARS AFTER THE PROJECT IS COMPLETED. 1.7 THE METRIC EQUIVALENT "[ 1' DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THEIR ACCURACY. 2.1 CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY AND APPROVED BY THE SKATE PARK ARCHITECT. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE SKATE PARK DESIGNER FOR APPROVAL BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. 2.2 CEMENT: ASTM C150. CEMENT SHALL BE OF SAME BRAND, TYPE AND SOURCE THROUGHOUT PROJECT. WHERE AGGREGATES ARE POTENTIALLY REACTIVE, USE LOW ALKALI CEMENT. 2.3 AGGREGATES SHALL CONFORM TO ASTM C33. 2.4 NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. 2.5 CONCRETE MIX DESIGN - CAST -IN -PLACE 2.5.1 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT CONTENT OVER THAT SHOWN, IF REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH: MIN. 28 -DAY MIN. CEMENT MAX. MAX. MAX. AIR COMPRESSIVE CONTENT SLUMP AGGREGATE ENTRAINING STRENGTH (PSI) (POUNDS) (INCHES) SIZE (INCHES) (PERCENT) 4000127.56MPa] 4801217.72kgl 4' [10.16=1 V [2.54cm] 55% 2.6 CONCRETE MIX DESIGN - SHOTCRETE 2.6.1 ACI STANDARD 506, LATEST EDITION, "SPECIFICATION FOR MATERIALS, PROPORTIONING AND APPLICATION OF SHOTCRETE' AND ACI 506.2, LATEST EDITION, 'RECOMMENDED PRACTICES FOR SHOTCRETE" SHALL BE FOLLOWED. 2.6.2 MIX DESIGNS FOR SHOTCRETE CONTAINING FLY ASH SHALL BE BY AN INDEPENDENT TESTING LABORATORY. ONLY ASTM C618 CLASS F FLY ASH SHALL BE USED. THE AMOUNT OF FLY ASH USED SHALL NOT EXCEED 20 PERCENT BY WEIGHT OF THE COMBINED WEIGHT OF FLY ASH PLUS CEMENT. 2.6.3 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT CONTENT OVER THAT SHOWN, IF REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH: MIN. 28 -DAY MIN. CEMENT MAX. MAX. MAX. AIR COMPRESSIVE CONTENT SLUMP AGGREGATE ENTRAINING STRENGTH (PSI) (POUNDS) (INCHES) SIZE (INCHES) (PERCENT) 4000[27.56MPa] 600 [272.1641 2' [S.OBCm] 30 [0.961 5_6% 2.6.4 SURFACE PREPARATION: EXPOSED EXISTING CONCRETE SHALL BE SANDBLASTED CLEAN. SURFACES SHALL BE FOLLOWED BY WETTING AND DAMP DRYING JUST PRIOR TO SHOTCRETE APPLICATION. 2.6.5 ANY REBOUND OR ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED PRIOR TO PLACING THE INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE REUSED AS AGGREGATE. 2.6.6 JOINTS IN WALL POURS ARE PERMISSIBLE. AT JOINTS, SHOTCRETE SHALL BE SLOPED TO A THIN EDGE. BEFORE PLACING ADDITIONAL MATERIAL, ALL SURFACES SHALL BE THOROUGHLY CLEANED AND WETTED AND ALL REINFORCING STEEL SHALL BE BRUSHED FREE OF LATENT SHOTCRETE MATERIAL. 2.6.7 ANY IN -PLACE SHOTCRETE MATERIAL WHICH EXHIBITS SAGS OR SLOUGHS, SEGREGATION, HONEYCOMBING, SAND POCKETS OR OTHER OBVIOUS DEFECTS SHALL BE REMOVED AND REPLACED. 2.6.8 TESTING AND INSPECTION OF IN -PLACE SHOTCRETE SHALL BE IN ACCORDANCE WITH 2003 IBC 2. 2.7 CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING AND SHALL NOT EXCEED A TEMPERATURE OF 90 °F 132 °C] UNLESS PRE - APPROVED BY THE SKATE PARK DESIGNER. 2.8 CONCRETE CYLINDERS SHALL BE TAKEN AND TESTED PER THE CODE BY AN INDEPENDENT TESTING LABORATORY FOR STRUCTURAL POURS OVER 50 CUBIC YARDS [38m'1 OF CONCRETE. HISTORICAL DATA SHALL BE SUBMITTED AND APPROVED PRIOR TO THE POUR IF NO TEST SAMPLES ARE TAKEN FOR POURS LESS THAN 50 CUBIC YARDS 138ml. 2.9 DURING THE CURING PERIOD, CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE ABOVE 40 "F [4 °C] AND IN MOIST CONDITION. FOR INITIAL CURING, CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR 24 HOURS AFTER PLACEMENT IS COMPLETE. FINAL CURING SHALL CONTINUE FOR SEVEN DAYS AFTER PLACEMENT AND SHALL CONSIST OF APPLICATION OF CURING COMPOUND PER ASTM C309. APPLY AT A RATE SUFFICIENT TO RETAIN MOISTURE, BUT NOT LESS THAN 1 GALLON [4.551] PER 200 SQUARE FEET [18.58m'1. COVER CONCRETE WITH POLYETHYLENE PLASTIC TO MAINTAIN TEMPERATURE IF NECESSARY. LAP SEAMS IN THE PLASTIC W [15.24cm] AND TAPE, WEIGHT DOWN THE PLASTIC AS NEEDED. 2.10 THE CONTRACTOR SHALL FIX ALL CRACKS AND DISPLACEMENTS LARGER THAN 1116' [1.59mm]. 2.11 ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECTED TO FREEZING TEMPERATURES WHILE WET, SHALL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.53 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR AS PER ACI 301. SUCH CONCRETE SHALL INCLUDE EXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS AND GUTTERS, ETC. 2.12 CONDUITS, PIPES, AND SLEEVES EMBEDDED IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF UBC SECTION 1906. 2.13 USE INTERMEDIATE GRADE ASTM A615, GRADE 60 FOR ALL REINFORCING. USE ASTM A706, GRADE 60 FOR ALL REINFORCING THAT IS TO BE WELDED. USE Al 08, GRADE 60, FOR ALL WELDED ANCHORS REFER TO AWS SPEC FOR WELDING WITHOUT PREHEAT. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH ALL BUILDING CODES. 2.14 OBSERVE FOLLOWING REINFORCEMENT CLEARANCES: 3' 17.62cm] AT SURFACES POURED AGAINST EARTH 2' [5.08cm] AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER 1 -1/2" [3.81cm] AT OTHER SURFACES, EXCEPT WHERE SHOWN OTHERWISE. 2.15 SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIOR TO POURING CONCRETE. 2.16 SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS OR OTHER APPROVED METHOD (MORTAR BLOCKS ARE UNACCEPTABLE) OF SUPPORT FOR FOOTINGS AND SLABS ON GRADE. 2.17 REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES -24 HOURS; AT WALLS LESS THAN 4' -0' [1.22m] HIGH - 36 HOURS. 2.18 MAKE HOOKS ACI 31&99 STANDARD HOOKS UNLESS OTHERWISE NOTED. PROVIDE 135 DEGREE MINIMUM TURN, PLUS 4" [10.16=1 EXTENSION AT FREE ENDS OF COLUMN PILASTER TIES. 2.19 MAKE LAPS CONTACT SPLICES, DEVELOPMENT LENGTHS, HOOK EMBEDMENT PER ACI 318-99, UNLESS OTHERWISE NOTED. STAGGER LAP SPLICES WHERE POSSIBLE. 2.20 ALL REBAR SHALL BE COLD BENT. 2.21 WHERE REINFORCING IS SHOWN CONTINUOUS THIRD CONSTRUCTION JOINTS, LENTON FORM SAVERS DOWEL BAR SPLICE DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. (ICSO #3967) OR EQUIVALENT MAY BE USED. SIZES AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR PER ICBO RESEARCH REPORT. 2.22 MINIMUM CLEARANCE BETWEEN PARALLEL REINFORCEMENT BARS SHALL BE 2 -1/2" [6.35cm]. LAP SPLICES IN REINFORCING BARS SHALL BE BY THE NON - CONTRACT LAP SPLICE METHOD WITH AT LEAST 2' 15.081 CLEARANCE BETWEEN BARS. 2.23 AGGREGATE BASE COURSE TO BE 4" [10.16cm] OF COMPACTED 1" [2.54cm] CRUSHED LIMESTONE AND SUBGRADE TO BE 95% COMPACTED NATIVE SOIL AND /OR ENGINEERED FILL. IF THESE GUIDELINES CONFLICT WITH THE GEO- TECHNICAL REPORT, THE CONTRACTOR TO FOLLOW THE MORE STRINGENT OF THE TWO GUIDELINES. f s �( r _ KEY MAP NOT TO SCALE PROJECT LOCATION E UNDERGROUND SERVICE ALERT CALL. 811 TWO WORKING DAYS FORE Y I SAN ELIJO JOINT POWERS e �� ACTION Sport Development, LLC. 6965 EI . CA 92 Reel. 105609 Tall Free: CA 77}43 Toll Free: 1[877]434ACHIXJ Fax: 1[76012660189 w .ArdonSperdDesign.com PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT SIGN DATE SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I N W" !CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Tmr DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: 4MM2 RLA NO. 4096 (.CIF : RECOMMENDED: APPROVED: ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NCVD 29 VERTICAL �f�"f MCI HAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE NOTES &KEY MAP SP-0.0 SHEET 158 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA d ptl i g CpC m O O o� EBy�, OY Rm 0 O B r �Q gi Li S� i v GENERAL CONSTRUCTION NOTES 1) ALL CONSTRUCTION SHALL BE ACCOMPUSHED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'STANDARD PLANS AND SPECIFICATIONS" OF THE CITY OF ENCINITAS, CAUFORNIA. 21 ALL CONSTRUCTION TESTING SHALL BE AT THE DISCRETION OF THE CITY OF ENCINITAS, AS TO THE TYPE AND NUMBER. 3)ALL EQUIPMENT SHALL HAVE RESIDENTIAL MUFFLER SILENCERS PER OSHA REQUIREMENTS AND MUTCD. 41ANIY DETOURING OF TRAFFIC ONTO CITY STREETS SHALL MEET TRAFFIC CONTROL REQUIREMENTS OF THE CITY OF ENCINITAS. 51 CONTRACTOR SHALL CALL "UNDERGROUND SERVICE ALERT' AT: 1(800)227 -2600 AT LEAST ONE (1 ] WEEK PRIOR TO START OF CONSTRUCTION FOR LOCATING UNDERGROUND UTILITIES. 6) THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON THE BEST INFORMATION, HOWEVER, THE CITY OF ENCINITAS, ENGINEER AND LANDSCAPE ARCHITECT ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN. OR FOR THE INADVERTENT OMISSION OF ANY SUCH INFORMATION. THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY COMPANIES AND OTHER CONTRACTORS WORKING WITHIN THE LIMITS OF THIS PROJECT. 7)THE CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER FIVE FEET IN DEPTH. 81 NO CONSTRUCTION SHALL COMMENCE WITHOUT PRIOR APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. 9)OONTRACTOR SHALL SECURE AN ENCROACHMENT PERMIT FROM THE CITY CLERKS OFRCE PRIOR TO COMMENCING CONSTRUCTION. 10) DETOURING OF PEDESTRIANS SHALL BE ACCOMPLISHED WITH ADEQUATE SIGNS AT A SAFE LOCATION. GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ALL GRACES, LINES, AND MEASUREMENTS NECESSARY TO THE PROPER PERFORMANCE AND CONTROL OF THE WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILLING OR CUTTING AS NECESSARY TO ENSURE THAT ALL PORTIONS OF THE SITE DRAIN. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SITE CONDITIONS BY FIELD INSPECTION BEFORE SUBMITTING A BID. 4. ALL OBJECTIONABLE MATERIALS DISCOVERED IN THE SOIL DURING THE GRADING PROCESS SHALL BE REMOVED FROM THE SITE BY CONTRACTOR. 5. ANY DAMAGE TO THE EXISTING STREET PAVING, CURBS OR OTHER EXISTING ELEMENTS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHOOTING ALL SPOT ELEVATIONS NECESSARY TO CONSTRUCT THE PROJECT. 7. CONTRACTOR SHALL DETERMINE THE AMOUNT OF CUT AN FILL NECESSARY TO COMPLETE THE EARTHWORK AS SHOWN ON THESE PLANS AND INCLUDE A FEE FOR COMPLETION OF THE EARTHWORK IN THE BASE BID. 8. SOIL SHALL NOT CONTAIN ROCKS 6" OR LARGER IN ANY DIMENSION. THE FINISH GRADE (TOP 6" OF DEPTH) SHALL NOT CONTAIN ANY ROCKS LARGER THAN ONE41ALF (1 /2'I IN DIAMETER. B. HORIZONTAL CONTROL POINTS ARE FOR POSITIONING POINTS AND DIMENSION CLARIFICATION ONLY. 10. ALL COORDINATES SHOWN ARE LOCATED AT THE COLD JOINT FOR THE BOTTOM OF THE CONCRETE SKATE PARK AND AT THE RIM FOR TOP OF PARK. ALL OTHER COORDINATES ARE ASSUMED EDGE OF FEATURE. 11. TREES SHALL NOT BE REMOVED WITHOUT THE SPECIFIC CONSENT OF THE OWNER'S PROJECT REPRESENTATIVE. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING TREES REMOVED WITHOUT RECEIVING PROPER APPROVAL. 12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF TREES. SHRUBS AND OTHER PLAN MATERIAL WITHIN THE LIMITS OF THE WORK TO REMAIN. ANY PLANTING MATERIAL DAMAGED TO AND FROM PROJECT SITE PATH WILL BE AT THE EXPENSE OF CONTRACTOR WITH "ASEQUAL" MATERIAL APPROVED BY CITY. 13. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING AND PAYING ALL PERMITS AND INSPECTIONS FROM ALL JURISDICTIONAL AGENCIES AND CORPORATIONS. THE CONTRACTOR WILL BE REQUIRED TO PAY ALL PERMIT FEE'S FOR THE CRY UNLESS OTHERWISE NOTED. 14. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, DRAIN PIPES, DRAINAGE DITCHES, DRIVEWAYS, LANDSCAPING, EXISTING GRADE ELEVATIONS. 15. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL IRRIGATION SLEEVES UNDER CONCRETE PAVING AS INDICATED ON THE PLANS. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE IRRIGATION CONTRACTOR REGARDING PLACEMENT OF INDICATED SLEEVES AND/ OR ADDITIONAL SLEEVES. 16. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION. 17. DISCREPANCIES IF ANY, SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT BEFORE WORK COMMENCES. 18. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES (FEDERAL, STATE, LOCAL, AND HEALTH DEPARTMENTS], EXCEPT WHERE REQUIREMENTS OF CONTRACT DOCUMENTS ARE MOST STRINGENT. 19. NO DESIGN MODIFICATIONS SHALL BE MADE WITHOUT THE OWNER'S AND/ OR LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT'S APPROVAL. GRADING & DRAINAGE NOTES 1. FINAL HEIGHT AND SHAPE OF EXCAVATION TG BE VERIFIED BY LANDSCAPE ARCHITECT/ SKATE PARK DESIGNER IN THE FIELD. 2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED. 3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1 %. WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS AND FOLLOW OVERALL DESIGN INTENT. 4. ALL AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED. 5. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCING WORK. B. REFER TO SECTIONS AND PROFILES ON SHEETS: SP-Ol THROUGH SP4,13 FOR HEIGHT, RADII AND PROFILES. 7. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY LANDSCAPE ARCHITECT/ SKATE PARK DESIGNER. B. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION AND WATER SATURATION AT ALL TIMES USING APPROPRIATE CONSTRUCTION METHODS. AND LOSS OF SOIL PROFILE DURING CONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL. SURVEY NOTES 1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND PROPERTY LINES IN ORDER THAT THE EXACT LINES OF CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED. BRING ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE PROCEEDING WITH WORK. 2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH PROJECT OWNERS REPRESENTATIVES AND LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS DURING ENTIRE CONSTRUCnON. REPLACE PROJECT CONTROL POINTS WHICH MAY BE LOST OR DESTROYED DURING CONSTRUCTION. EXISTING CONDITIONS & DEMOLITION NOTES 1. ALL MATERIAL 'TO REMAIN" SHALL BE PROTECTED DURING CONSTRUCTION. 2. ALL MATERIALS "TO BE REMOVED' SHALL BE TAKEN FROM THE SITE AND DISPOSED OF PROPERLY. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE JOB SITE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS THAT COULD AFFECT THE INSTALLATION OF ANY WORK SET FORTH IN THESE PLANS PRIOR TO SUBMITTING A BID. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTENCE AND LOCATION OF ANY ONE THAT MAY BE NEEDED OR AVOIDED IN THE DEMOLITION PHASE IN ADVANCE OF ANY CONSTRUCTION. THE CITY AND ACTION SPORT DEVELOPMENT, L-C. DOES NOT GUARANTEE AND LOCATIONS REFERENCED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOILS AND COMPACTION TESTING DURING THE COURSE OF CONSTRUCTION TILL FINAL ACCEPTANCE. 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY ENTITIES FOR EXISTING LOCATIONS PRIOR TO ANY CONSTRUCTION ACTIVITY. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING CONSTRUCTION PER THE CITY REQUIREMENTS. S. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY PRIOR TO CONSTRUCTION. 9. EXISTING LANDSCAPE AND/ OR IRRIGATION SYSTEM DISTURBED BY CONSTRUCTION SHALL BE REPLACED IN KIND BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THIS WORK WITH THE CITY. UNDERGROUND SERVICE ALERT ® CALL. 811 TWO WORKING DAYS FORE YOU I SAN ELIJO JOINT POWERS Pip LANDSCgpF, yf° ,Vn w. uaxrF �'po w v na . / v�rF Cr tp`\FOP�P �� ACTION Sport Development, LLC. 6965 El DBAI92 Reel. 105609 Carlsbad. G492009 Toll Free: 1(877}434-ACTION Fax: ip60J26Bd189 w .Acdon5portDesign.com PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT r �I SIGN DATE UNDERGROUND SERVICE ALERT ® CALL. 811 TWO WORKING DAYS FORE YOU I SAN ELIJO JOINT POWERS Pip LANDSCgpF, yf° ,Vn w. uaxrF �'po w v na . / v�rF Cr tp`\FOP�P �� ACTION Sport Development, LLC. 6965 El DBAI92 Reel. 105609 Carlsbad. G492009 Toll Free: 1(877}434-ACTION Fax: ip60J26Bd189 w .Acdon5portDesign.com PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT (� /,�' \/gyp � 4IIiJ)(i ++^< aD SIGN DATE SIGN DATE SIGN DATE DIREUIW F ENGINEERING DATE SIGN DATE CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED W" CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I TOFF DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 HORIZONTAL VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: 4MM2 /n/' (.III : N�^f RLA NO. 4096 MCI HAEL R. MCINTYRE, RLA EXP.: 09/30/13 RECOMMENDED: APPROVED: -� DATE DATE ENCINITAS COMMUNITY PARK GENERAL &GRADING NOTES SP -0.1 10630 -G HEET15s OF 207 PLANNING CASE NO: 04_197 MUP/DR/CDP/EIA I N M J N µ �m N COQ a � oU z - UQ O _,_w Q:mPj 7Q M OUmm z zum z_ m oazm VtUQ� W � O z � ' a i mna E M1 e a S >� F� �(d 8 �3 gR 99 zz$($( a �g SKATE PARK BID ALTERNATE LEGEND SYMBOL DESCRIPTION AREA BID ALTERNATE 5A 18,764 60 Fr BID ALTERNATE SB 10,787 60 Ff ® ACTION Sport Development, LLC. 6985 El . CA SE RDSI, 1 ❑S60H Carlsbad, G4 92009 Tall Free: 1(877)434ACTION Far: 1(760)268CH89 w .AcbnnSportDesign.com BID ALTERNATE 5C 5,362 60 Ff PLANNING AND BUILDING BID ALTERNATE BE DEMO AREA NOTE: THIS AREA NEEDS TO BE REMOVED AND DISPOSED OF WHEN BID ALT. 5B IS INSTALLED 321 SO FT 0' 10' 20' 4D Scale: 1 "cale: ==r20 UNDERGROUND SERVICE ALERT ® CALL: 811 TWO WORKING DAYS BEFORE YOU I SAN ELIJO JOINT POWERS �Q�,o LANDSCgpF �` z, °,a;�qP W vmna rgrF % oe�p °F LFtI4 ® ACTION Sport Development, LLC. 6985 El . CA SE RDSI, 1 ❑S60H Carlsbad, G4 92009 Tall Free: 1(877)434ACTION Far: 1(760)268CH89 w .AcbnnSportDesign.com PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT � ��� SIGN DATE SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I " `�" !CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. TAFF Lu DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: 4mV z RLA NO.: 4096 RECOMMENDED: APPROVED: ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM:NGVD 29 VERTICAL "" MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE BID ALTERNATE PLAN SP-0.2 SHEET 160OF201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA a 8 6 >w Y° z0 .v .e s b> Rm 0 �3 �b �p x� 8 Y, i =S �n VIEW # 1 =L° THESE IMAGES ARE DIAGRAMMATIC ONLY, NOT FOR CONSTRUCTION. VIEW # 2 UNDERGROUND SERVICE IALERT SAN ELIJO JOINT POWERS �QEO �ANDSW ®� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ® CALL. �° aV,° on &99n .v', y ACTION Sport Development, LLC. 811 v a , 6965 El Camino Reel. 105609 Carlsbad. e: CA 92009 1 `� Tall Free: 1[877k134ACTI0N �'N"G TWO WORKING DAYS SIGN DATE t9tE Or cniteoP�e Fax: 1[760J26M189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.AcNanSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL SII W" BY. !CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LL I DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: """"' ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VERT RLA NO. 4096 VERTICAL RLA RENDERING ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -0.3 SHEET 161 OF 201 PLANNING CASE NO: 04_197 MUP/DR /CDP/EIA R k' 0 a 'a O, 8 §4 ,E G Y $m u B 6g A .S 8�g 8� i v 0 S A 0n PLANNING CASE NO: 04-197 MUP/DR /CDP/EIA Ev a man �m N mQ Q OU Z . UQ O z<N d a�lj 7Q M x � F UOQ Z ? U m a A < on w � z mNZO ��<x xn0Q- IT IT i PLAZA ENTRY MASONRY PILASTER, SEE SHEET WHEEL FRIENDLY PLAZA SIGN, [TO BE INCLUDED IN L -2.11 FOR DETAILS (TO BE SEE SP -5.9 DETAILS 1-3 BID ALT. 5A) INCLUDED IN BID ALT. 5AJ (TO BE INCLUDED IN BID ALT. 5A) PLAZA SECTION I (TO BE INCLUDED r, n PLANTING AREA, PER + 1 PLANTING PLAN PREPA ED BY RJ LAN NG A EA, ER 7T77 r GROUP (TO BE IN UDE PLANTING PLAN PREPARED I I IN BID A T. 5A BY RJM GROUP (TO BE I I INCLUDED IN BID ALT. 5A) PARKINCT 1D1 - m TOTAL ENTRAL PLAZA FEATURE (TO 116 SPACES IN BID. A 6 ACCESSIBLE VOLCANO DS CFETRE (TO BE INCLUDED IN BID ALT. 5AJ ® JILL& I __ __ ------- - - Ig PLANTING AREA, PER PLANTING AREA, P R PLANTING PLAN PREPARED PLANTING PLAN PREPARED BY RJM GROUP BE = — In In BY RJM GROUP [TO BE INCLUDED IN �I LT. B I — INCLUDED IN T. 5A) 8 - I _ - J TERRACED SEATING, PER .'.'. DETAIL PREPARED BY RJM I '.'.' I I g I I GROUP (TO BE INCLUDED IN ` I L ALL ACCESS ENTRY BID ALT. 5B), B g g I / ® e e e WHEEL FRIENDLY I SECTION �Q I (TO BE INCLUDED IN BID O ALT. 5BJ O O ' ALL ACCESS ENTRY ® 5.5R 5.5 1 ® I BR I ]R e I S ® B ]R SKATE BOWL FEATURE (TO BE INCLUDED IN BID 5R ALT. 5C) I' I SKATE BOWL ENTRY (TO BE INCLUDED IN BID ALT. 5C) i I DRINKING FOUNTAIN PER SITE FURNISHING SCHEDULE AND DETAILS PREPARED BY RJM ____________ ______ GROUP [TO BE INCLUDED IN BID PLAZA SEATING WHEEL FRIENDLY SECTION MASONRY PILASTER, SEE 1 1 __ - - - - - - -- (TO BE INCLUDED IN ALI _SPJ_ (TO BE INCLUDED IN BID SHEET L -2.11 FOR DETAILS I _____ _____ _____- ---- BID ALT. 5A) ALT. 5A) (TO BE INCLUDED IN BID BIKE RACK WITH CONCRETE PAD, ALT. 5C) PER SITE FURNISHING SCHEDULE AND DETAILS PREPARED BY RJM ' I I GROUP (TO BE INCLUDED IN BID I 1 ALT. 5C) I I CONCRETE BAND, PER HARDSCAPE FINISH SCHEDULE AND DETAILS INTERLOCKIN PLANTER WALL, PLANTING AREA, PER I I PAVERS, PE PAVER SEE SHEET L -2.9 PLANTING PLAN PREPARED i PRE ARE BY JM GROUP (T BE FINISH SCHEDULE AND FOR DETAILS (TO BE BY RJM GROUP (TO BE 0' 10' 20' 40' IN LUD D IN BID ALT. 5C) DETAILS PREPARED BV INCLUDED IN BID INCLUDED IN BID ALT. 5C) Irl ICI RJM GROUP (TO BE ALT. 5CJ INCLUDED IN BID ALT. 5CJ Scale: 1 "- 20' -0' UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS LANDSCgpF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �Q�,o CALL: �` z, °,a;�q9 W ACTION Sport Development, L-C. ® 8885 El Camino Real, 1 ❑S60H 811 v na Carlsbad, G492009 rgrF Tall Free: 1(8]]k134ACTION SIGN DATE SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE TWO WORKING DAYS or tptlpoP"p Fax: ip60)268 189 BEFORE YOU I w» w.AcdnnSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I " `�" "E KED ar: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. TAFF DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE. 4m z RECOMMENDED: APPROVED: ENCINITAS COMMUNITY PARK 10630 -G /� : RLA NO. 4096 _ RECORD FROM COUNTY OF SAN DIEGO VERTICAL NIYr�` SITE PLAN SHEET 162OF201 ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.0 PLANNING CASE NO: 04-197 MUP/DR /CDP/EIA Ev a man �m N mQ Q OU Z . UQ O z<N d a�lj 7Q M x � F UOQ Z ? U m a A < on w � z mNZO ��<x xn0Q- a g� i aw To aI O 5� a a �8 34 ESEQ OY b> �R+m Su q3 �o b �p x� 8 Y, i v =S �n CAST IN PLACE LEDGE � S" SHOTCRETE TRANSITION CAST IN PLACE LEDGE WITH CONCRETE CAP CAST IN PLACE LEDGE WITH CONCRETE CAP 1.........'..:„' :�:�..�..��.._.�. 4" CONCRETE SLAB •• { • • • • ............... • • �( 1 "" CAST IN PLACE LEDGE j•'r'r'r'r'r•. 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CAST IN PLACE LEDGE WITH CONCRETE CAP CAST IN PLACE LEDGE WITH CONCRETE CAP 6" SHOTCRETE BANK SKATE PARK CONCRETE MATERIALS LEGEND SYMBOL DESCRIPTION STRENGTH CURE TIME FINISH DETAIL 4" CONCRETE SLAB 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP-5.1 Detail 1 SP-5.3 Detail 5 W SHOTCRETE WALL 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP-5.1 Details 3 - 5 Hbb x x CAST4NPLACE LEDGES 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP-5.2 Details 1 -3 S .5 Detail 3 CAST4NPLACE STEPS 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SI Detail 8 CAST IN PLACE LEDGE WITH GRANITE CAP 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP -5.10 Detail 2 SKATE PARK SPECIALTY CONTRACTOR EXPERIENCE 1. REQUIRED EXPERIENCE: CONTRACTOR OR SUBCONTRACTOR MUST HAVE COMPLETED (3) PUBLIC CONCRETE [PRECAST E)<CLUDED) SKATE PARK FACIUMES WITH A MINIMUM SIZE OF 13,000 SQUARE FEET, IN THE LAST 4 YEARS WITH SMOOTH TROWEL FINISH OF SHOTCRETE AND GASTaNFLACE CONCRETE. PARKS MUST BE OPEN AND IN MOD OPERATING CONDITION FOR AT LEAST ONE YEAR. POUR ALL CAST-INPLACE LEDGES, BREAK FORMS AND FINISH. 4" CONCRETE SLAB CONCRETE MATERIAL NOTES 1. CONTRACTOR TO SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL BY THE CITY. 2. CONTRACTOR TO SUBMIT PROPOSED START AND STOP FORM LOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVAL BY THE CITY. 3. CONTRACTOR TO BUILD ALL TEMPLATES AND FORMS WITH TRUE ARCS AND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHIN THE CONSTRUCTION DOCUMENTS. 4. CONTRACTOR TO POUR ONSITE SAMPLES OF CASIaNPLACE AND SHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PART OF THE PROJECT WORK. 5. ALL CONCRETE FINISH WORK TO BE PERFORMED BY PRE-QUALIFIED SPECIALTY ARCHITECTURAL CONCRETE CONTRACTOR / SKATE PARK SPECIALTY CONTRACTOR ONLY AND SHALL BE APPROVED BY THE CITY. 6. FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TOOLING FROM ONSITE SAMPLES WILL BE REJECTED. CONCRETE POUR- SEQUENCE GUIDELINE 1. INSTALL ALL CAST4NFLACE FORMS & METAL FABRICATIONS. 2. POUR ALL CAST4NPLACE LEDGES, BREAK FORMS AND FINISH. 3. INSTALL ALL METAL FABRICATIONS FOR SHOTCRETE AREAS AND FORM WORK. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. 5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS AND SPECIFICATIONS. 6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURING FLATMORK. 7. POUR ALL TOPS DECKS 8. POUR ALL BOTTOM AREAS LAST. 2-1/2, 2" } 2" X 2"X 2" X 9" X A "v A'nncu SKATE PARK METAL FABRICATION LEGEND SYMBOL DESCRIPTION O.D. SIZE / GAUGE FINISH DETAIL METALS MATERIALS NOTE 1. ALL METAL FABRICATION SIZES ARE NOMINAL. 2. ALL METAL FABRICATIONS SHOWN ARE TO HAVE A ZINC THERMAL SPRAYED METALLIZED FINISH, PRIMED AND PAINTED, SEE SHEET SP 5.8. 3. QUALIFICATIONS OF CONTRACTOR: PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK. AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE REFERENCED STANDARDS, THE REQUIREMENTS OF THIS WORK, AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. 4. WELDS NECESSARY TO CONNECT ALL COPING AND METAL FABRICATION SHOULD BE DONE BY CERTIFIED WELDER, GROUND SMOOTH, DE- BURRED AND COATED PER SPECIFICATIONS. 5. PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TO PREVENT ANY STAINING. B. SAMPLES: REQUIRED FOR ALL COPING, RAILS. FENCING AND EDGING OF SKATE PARK. SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TO DELIVERY TO SITE. 7. STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII AT CENTERLINE OF PIPE. 2-1/2" ROUND 2 "X4 "Xal" 9" X S" METAL CAP 2-1/2" ROUND 4" X 4" FLUSH 2 "X4 "X4" 4" X 4" FLUSH 2 "X4 "X4" 4" X 4" FLUSH 0I�' -- -10I 20�-'-� 40' Scale: l "Scale: " -21 -O 1 UNDERGROUND SERVICE )ALERT SAN ELIJO JOINT POWERS �QEO ANDSC pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY tv', y ACTION Sport Development, L-C. 811 v a " 6965 El Camino Reel. 105609 Collared, CA 77)43 92009 Tall Free: 1(877p134ACTION TWO WORKING DAYS SIGN DATE t9tE Or tnileoP�e Fax: 1[760)2660199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.AndonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL SIGN W" TAFF CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' """"' ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VER RLA NO. 4096 TICAL MATERIALS PLAN -BID ALT. 5A ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.1 HEET1s3OF201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA 2- 1/2' ROUND STEEL PIPE HSS 3.000" x 0.1875" GALVANIZED SP-5.3 Detail 5 2" X 4" X 4" Hbb x x GALVANIZED SP-5.4 Details 2& 3 2' X 6' X 6" Hbb x x GALVANIZED SP-5.4 Detail 4 4' X 4° FLUSH Hbb x x GALVANIZED SP{5.4 Detail 5 9" X 6" METAL GAP Hbb x x GALVANIZED METALS MATERIALS NOTE 1. ALL METAL FABRICATION SIZES ARE NOMINAL. 2. ALL METAL FABRICATIONS SHOWN ARE TO HAVE A ZINC THERMAL SPRAYED METALLIZED FINISH, PRIMED AND PAINTED, SEE SHEET SP 5.8. 3. QUALIFICATIONS OF CONTRACTOR: PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK. AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE REFERENCED STANDARDS, THE REQUIREMENTS OF THIS WORK, AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. 4. WELDS NECESSARY TO CONNECT ALL COPING AND METAL FABRICATION SHOULD BE DONE BY CERTIFIED WELDER, GROUND SMOOTH, DE- BURRED AND COATED PER SPECIFICATIONS. 5. PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TO PREVENT ANY STAINING. B. SAMPLES: REQUIRED FOR ALL COPING, RAILS. FENCING AND EDGING OF SKATE PARK. SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TO DELIVERY TO SITE. 7. STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII AT CENTERLINE OF PIPE. 2-1/2" ROUND 2 "X4 "Xal" 9" X S" METAL CAP 2-1/2" ROUND 4" X 4" FLUSH 2 "X4 "X4" 4" X 4" FLUSH 2 "X4 "X4" 4" X 4" FLUSH 0I�' -- -10I 20�-'-� 40' Scale: l "Scale: " -21 -O 1 UNDERGROUND SERVICE )ALERT SAN ELIJO JOINT POWERS �QEO ANDSC pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY tv', y ACTION Sport Development, L-C. 811 v a " 6965 El Camino Reel. 105609 Collared, CA 77)43 92009 Tall Free: 1(877p134ACTION TWO WORKING DAYS SIGN DATE t9tE Or tnileoP�e Fax: 1[760)2660199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.AndonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL SIGN W" TAFF CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' """"' ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VER RLA NO. 4096 TICAL MATERIALS PLAN -BID ALT. 5A ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.1 HEET1s3OF201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA a i �o R0 5� a 7 b �E E1E9• Src b> am O on 9R i� S� i vV� i S^ CAST IN PLACE LEDGE CAST IN PLACE LEDGE WITH GRANITE CAP 4" CONCRETE SLAB CAST IN PLACE LEDGE WITH CONCRETE CAP -- F7 I CAST IN PLACE STEPS CAST WITH CONCRETE CAP C NCRETE PILAFF CAPERS WITH CAST IN PLACE 4" CONCRETE SLAB CAST IN PLACE LEDGE WITH CONCRETE CAP B" SHOTCRETE BANK B" SHOTCRETE BANK WITH STAMPED HERRINGBONE PATTERN CAST IN PLACE LEDGE WITH CONCRETE CAP SKATE PARK CONCRETE MATERIALS LEGEND LB IB Co I SYMBOL DESCRIPTION STRENGTH CURE TIME FINISH DETAIL 4" CONCRETE SLAB 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP-5.1 DOWN 1 METAL FABRICATION 6" SHOTCRETE WALL 4,000 P.S.I. 28 DAYS SMOOTH TROWEL BREA Details 35 SYMBOL GASTINFLACE LEDGES 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SR5.2 Details 13 SFR5.5 Detail 3 SR5.3 Detail 6 GA317INFP ACE STEPS 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP-5.1 Detail 8 POUR ALL BOTTOM AREAS LAST. fi" SHOTCRETE BANK WITH STAMPED HERRINGBONE PATTERN SP-5.1a Deail 3 9" X B" METAL CAP CAST IN PLACE LEDGE WITH GRANITE CAP 4,000 P.B.I. 23 DAYS SMOOTH TROWEL SP5.10 Detail 1 SKATE PARK SPECIALTY CONTRACTOR EXPERIENCE 1. REQUIRED EXPERIENCE: CONTRACTOR OR SUBCONTRACTOR MUST HAVE COMPLETED 13] PUBUC CONCRETE [PRECAST EXCLUDED] SKATE PARK FACIUTIES WITH A MINIMUM SIZE OF 13,000 SQUARE FEET, IN THE LAST 4 YEARS WITH SMOOTH TROWEL FINISH OF SHOTCRETE AND CASTIN -PLACE CONCRETE PARKS MUST BE OPEN AND IN GOOD OPERATING CONDITION FOR AT LEAST ONE YEAR.POUR ALL CASTIN -PLACE LEDGES, BREAK FORMS AND FINISH. 9" X 6" METAL CAP 2" X 6" RECTANGULAR O) 2"X4 "X4" IBII I IIIIB IB B CAST IN PLACE LEDGE WITH CONCRETE CAP CONCRETE MATERIAL NOTES 1. CONTRACTOR TO SUBMIT POUR SCHEDULE MR REVIEW AND APPROVAL BY THE CITY. 2. CONTRACTOR TO SUBMIT PROPOSED START AND STOP FORM LOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVAL BY THE CITY. 3. CONTRACTOR TO BUILD ALL TEMPLATES AND FORMS WITH TRUE ARCS AND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHIN THE CONSTRUCTION DOCUMENTS. 4. CONTRACTOR TO POUR DNSME SAMPLES OF CASI AND SHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PART OF THE PROJECT WORK. 5. ALL CONCRETE FINISH WORK TO BE PERFORMED BY PRE -QUALIFIED SPECIALTY ARCHITECTURAL CONCRETE CONTRACTOR / SKATE PARK SPECIALTY CONTRACTOR ONLY AND SHALL BE APPROVED BY THE CITY. 6. FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TGOUNG FROM ONGITE SAMPLES WILL BE REJECTED. CONCRETE POUR-SEQUENCE GUIDELINE I. SKATE PARK METAL FABRICATION LEGEND 6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS FENCING METAL FABRICATION LEGEND SYMBOL DESCRIPTION O.D. SIZE/ GAUGE FINISH DETAIL SYMBOL DESCRIPTON MATERIAL FINISH DETAIL 7. 2" X 2" SQUARE HSS 2.000" x 2.0000 x 0.1875" GALVANIZED SR5.3 Detail 6 2" X 4"X 4° PERIMETER FENCING TUBULAR STEEL GALVANIZED SR5.8 1. INSTALL ALL CAST-IN-PLACE FORMS& METAL FABRICATIONS. 6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS � ACTION Sport Development, LLC. 6865 EI Camino Real, 1 OSfi09 Cerlebed, cn s20as Tall Free: 1(B77)434ACTION Fax: 1P6012S8C1S9 vwwActionSportOesign.com PUBLIC WORKS PLANNING AND BUILDING PRIOR TO POURING FLATWORK 2. POUR ALL CASI LEDGES, BREAK FORMS AND FINISH. 2° X fi° RECTANGULAR HISS 2.000" x 6.0000 x 0.1875" GALVANIZED SRE G Detail 6 7. POUR ALL TOPS DECKS 3. INSTALL ALL METAL FABRICATIONS FOR SHOTCRETE AREAS AND FORM WORK. 2" X 4"X 4° HISS 4. 000" x 4.0000 x 0.1875" GALVANIZED SP-5.4 Detail 3 S. POUR ALL BOTTOM AREAS LAST. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. 9" X B" METAL CAP RISE 9.000"x 6.000' x 0.1375° GALVANIZED BY. DRAWN CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 2" X 3'X 6" HSS 6.000" x 6.000" x 0.1875" GALVANIZED I SR5.4 Detail 4 1. INSTALL ALL CAST-IN-PLACE FORMS& METAL FABRICATIONS. 6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS � ACTION Sport Development, LLC. 6865 EI Camino Real, 1 OSfi09 Cerlebed, cn s20as Tall Free: 1(B77)434ACTION Fax: 1P6012S8C1S9 vwwActionSportOesign.com PUBLIC WORKS PLANNING AND BUILDING PRIOR TO POURING FLATWORK 2. POUR ALL CASI LEDGES, BREAK FORMS AND FINISH. 7. POUR ALL TOPS DECKS 3. INSTALL ALL METAL FABRICATIONS FOR SHOTCRETE AREAS AND FORM WORK. SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE CHANGE NO. S. POUR ALL BOTTOM AREAS LAST. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. SCALE SPECIAL DISTRICT APPROVAL 5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS AND SPECIFICATIONS. METALS MATERIALS NOTE 1. ALL METAL FABRICATION SINS ARE NOMINAL 2. ALL METAL FABRICATIONS SHOWN ARE TO HAVE A ZINC THERMAL SPRAYED METALLIZED FINISH, PRIMED AND PAINTED, SEE SHEET SP 5.8. 3. QUAURGATIONS OF CONTRACTOR: PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK, AND WHO SHALL BE THOROUGHLY FAMIUAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE REFERENCED STANDARDS, THE REQUIREMENTS OF THIS WORK AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. 4. WELDS NECESSARY TO CONNECT ALL COPING AND METAL FABRICATION SHOULD BE DONE BY CERTIFIED WELDER, GROUND SMOOTH, DE-BURRED AND COATED PER SPECIFICATIONS. 5. PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TO PREVENT ANY STAINING. 6. SAMPLES: REQUIRED FOR ALL COPING, RAILS, FENCING AND EDGING OF SKATE PARK. SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TO DEUVERY TO SITE. 7. STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII AT CENTERLINE OF PIPE. 0 10' 20' 40' Scale I =200' UNUGKGKVUNU RKVII;G ALEK I CALL: 811 TWO WORKING DAYS BEFORE YOU DIG SAN ELIJO JOINT POWERS ce) � ACTION Sport Development, LLC. 6865 EI Camino Real, 1 OSfi09 Cerlebed, cn s20as Tall Free: 1(B77)434ACTION Fax: 1P6012S8C1S9 vwwActionSportOesign.com PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT SIGN DATE SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL BY. DRAWN CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. _DMWM Y: Lu DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: 4m i A RLA NO. 4096 �' py : RECOMMENDED: APPROVED: �S - ENCINITAS COMMUNITY PARK 10630 -G DIEGO RECORD FROM COUNTY of SAN D ELEVATION: 215.640 DATUM: NGVD 29 VERTICAL YI�°'� MCI HAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE MATERIALS PLAN -BID ALT. SB SP -1.2 HEET1sa OF 201 PLANNING CASE NO: 04-197 MUP/DR /CDP/EIA a si g0 L- 10 }� G E b E ngg 74 E�E b >� Qm d 14 �o b �p x� 8 Y, i v =S �n CAST IN PLACE STEPS 3 SKATE PARK CONCRETE MATERIALS LEGEND SYMBOL N 4" CONCRETE SLAB 4,000 P.S.I. ++ SMOOTH TROWEL SI Detail 1 SYMBOL 6' CDNCRETE SLAB 4,000 P.S.I. 28 DAYS SMOOTH TROWEL + + DETAIL 6' SHOTCRETE WALL 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP-5.1 Details 35 PERIMETER FENCING CASTHNFLACE STEPS '# 28 DAYS SMOOTH TROWEL SP5.1 Detail 8 I PRE CAST CASTHNFLACE LEDGES 4,000 P.S.I. ++ + + SMOOTH TROWEL SP-5.5 Detail 3 + + #+ #+ +# #+ + + ++ +* + +* + +# ++ + * ++ ++ + B B CAST IN PLACE STEPS + + ++ +++++++++ + + + + + + ++++++++++++ +++++++++++++ +# # ++ ++ ++ + + + + + + + + + + + + + POOL COPING + + + + (TO BE INSTALLED BY + + + + * SPECIALTY + # + + + + CONTRACTOR] 4" CONCRETE SLAB + + + ++ + ++ + * B 6" SHOTCRETE + +* +* + + + ++ + + + + ++ ++ + + ++ ++ + ++ + + + + + 4 6" CONCRETE SLAB ++ + ++++++++++++++++++++ + ++ ++ + + + + + ++ ++ ++ + + ++ + + + ++ + ++ + + + ++ CAST IN PLACE STEPS + ++ + + + + + + + + ++ + ++ PERIMETER FENCING ++ + + SKATE PARK CONCRETE MATERIALS LEGEND SYMBOL N 4" CONCRETE SLAB 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SI Detail 1 SYMBOL 6' CDNCRETE SLAB 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP5.1 Detail 2 DETAIL 6' SHOTCRETE WALL 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP-5.1 Details 35 PERIMETER FENCING CASTHNFLACE STEPS 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP5.1 Detail 8 I PRE CAST CASTHNFLACE LEDGES 4,000 P.S.I. 28 DAYS SMOOTH TROWEL SP-5.5 Detail 3 SKATE PARK SPECIALTY CONTRACTOR EXPERIENCE 1. REQUIRED EXPERIENCE: CONTRACTOR OR SUBCONTRACTOR MUST HAVE COMPLETED (3) PUBUC CONCRETE [PRECAST EXCLUDED] SKATE PARK FACILITIES WITH A MINIMUM SIZE OF 13,000 SQUARE FEET, IN THE LAST 4 YEARS WITH SMOOTH TROWEL FINISH OF SHOTCRETE AND CASF4NFPUCE CONCRETE. PARKS MUST BE OPEN AND IN GOOD OPERATING CONDITION FOR AT LEAST ONE YEAR.POUR ALL CASF4N4PLACE LEDGES, BREAK FORMS AND FINISH. CONCRETE MATERIAL NOTES 1. CONTRACTOR TO SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL BY THE CITY. 2. CONTRACTOR TO SUBMIT PROPOSED START AND STOP FORM LOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVAL BY THE CITY. S. CONTRACTOR TO BUILD ALL TEMPLATES AND FORMS NTH TRUE ARCS AND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHIN THE CONSTRUCTION DOCUMENTS. 4. CONTRACTOR TO POUR ONSTE SAMPLES OF CASTaNPLACE AND SHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PART OF THE PROJECT WORK. 5. ALL CONCRETE FINISH WORK TO BE PERFORMED BY PRE-0UAUFIED SPECIALTY ARCHITECTURAL CONCRETE CONTRACTOR / SKATE PARK SPECIALTY CONTRACTOR ONLY AND SHALL BE APPROVED BY THE CITY. S. FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TOOLING FROM ONSITE SAMPLES WILL BE REJECTED. CONCRETE POUR- SEQUENCE GUIDELINE 1. INSTALL ALL CAST-IN-PLACE FORMS 6 METAL FABRICATIONS. 2. POUR ALL CASTaNPLACE LEDGES, BREAK FORMS AND FINISH. S. INSTALL ALL METAL FABRICATIONS FOR SHUTCRETE AREAS AND FORM WORK. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. 5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS AND SPECIFICATIONS. 6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURING FLATWORK. 7. POUR ALL TOPS DECKS B. POUR ALL BOTTOM AREAS LAST. PERIMETER FENCING SKATE PARK METAL FABRICATION LEGEND FENCING METAL FABRICATION LEGEND SYMBOL SVMBDL DESCRIPTION D.O. SIZE / GAUGE FINISH DETAIL PERIMETER FENCING TUBULAR STEEL GALVANIZED POOL COPING I PRE CAST SP-5.6 Detail 4 ® FENCING METAL FABRICATION LEGEND METALS MATERIALS NOTE 1. ALL METAL FABRICATION SIZES ARE NOMINAL. 2. ALL METAL FABRICATIONS SHOWN ARE TO HAVE A ZINC THERMAL SPRAYED METALLIZED FINISH. PRIMED AND PAINTED, SEE SHEET SP E.B. 3. QUALIFICATIONS OF CONTRACTOR: PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK, AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE REFERENCED STANDARDS, THE REQUIREMENTS OF THIS WORK, AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. 4. WELDS NECESSARY TO CONNECT ALL COPING AND METAL FABRICATION SHOULD BE DONE BY CERTIFIED MILDER, GROUND SMOOTH, DBBURRED AND COATED PER SPECIFICATIONS. 5. PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TO PREVENT ANY STAINING. B. SAMPLES: REQUIRED FOR ALL COPING, RAILS, FENCING AND EDGING OF SKATE PARK. SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TO DELMERY TO SITE. 7. STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII AT CENTERLINE OF PIPE. 0 5 1 D' 20' r Scale: 1" - 10 -0" UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS �QEO ANDSC pF ®� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY .v', y ACTION Sport Development, LLC. 811 v a , 6965 El Camino Reel. 105609 Collared. CA 77)43 92009 ' J Tall Free: 1(877)434-ACTION TWO WORKING DAYS SIGN DATE t9tE Cr tnileoP�e Fax: 1(760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I w .AeianSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIG " W" TOFF !CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 'v"M' ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VERTICAL y�'�" RLA NO. 4096 MATERIALS PLAN -BID ALT. 5C ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.3 SHEET165 OF201 PLANNING CASE N0: 44--j97 MUP/DR/CDP/EIA SYMBOL DESCRIPTION MATERIAL FINISH CETAIL PERIMETER FENCING TUBULAR STEEL GALVANIZED I SP-5.8 METALS MATERIALS NOTE 1. ALL METAL FABRICATION SIZES ARE NOMINAL. 2. ALL METAL FABRICATIONS SHOWN ARE TO HAVE A ZINC THERMAL SPRAYED METALLIZED FINISH. PRIMED AND PAINTED, SEE SHEET SP E.B. 3. QUALIFICATIONS OF CONTRACTOR: PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK, AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE REFERENCED STANDARDS, THE REQUIREMENTS OF THIS WORK, AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. 4. WELDS NECESSARY TO CONNECT ALL COPING AND METAL FABRICATION SHOULD BE DONE BY CERTIFIED MILDER, GROUND SMOOTH, DBBURRED AND COATED PER SPECIFICATIONS. 5. PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TO PREVENT ANY STAINING. B. SAMPLES: REQUIRED FOR ALL COPING, RAILS, FENCING AND EDGING OF SKATE PARK. SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TO DELMERY TO SITE. 7. STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII AT CENTERLINE OF PIPE. 0 5 1 D' 20' r Scale: 1" - 10 -0" UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS �QEO ANDSC pF ®� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY .v', y ACTION Sport Development, LLC. 811 v a , 6965 El Camino Reel. 105609 Collared. CA 77)43 92009 ' J Tall Free: 1(877)434-ACTION TWO WORKING DAYS SIGN DATE t9tE Cr tnileoP�e Fax: 1(760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I w .AeianSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIG " W" TOFF !CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 'v"M' ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VERTICAL y�'�" RLA NO. 4096 MATERIALS PLAN -BID ALT. 5C ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.3 SHEET165 OF201 PLANNING CASE N0: 44--j97 MUP/DR/CDP/EIA a M1 0 .0 G tl p fi4 EUE. b >� b> Rm d >r :z b �p x� 8 Y, i v =S �n uLO9nl"I GRAPHITE NATURAL GRAY '50:7_19 :111' TERRA COTTA GRAPHITE CONCRETE COLOR LEGEND SYMBOL DESCRIPTION CONCRETE MATERIAL NOTES • ALL CONCRETE FINISH WORK TO BE SMOOTH TROWEL FINISH UNLESS OTHERWISE NOTED. • ALL STAMPED PATTERNS TO BE SMOOTH FINISH, FREE OF AIR VOIDS AND POCKETS. • ALL CONCRETE SURFACES EXPOSED TO BE NATURAL GRAY COLOR UNLESS OTHERWISE NOTED. COCOA MESA BUFF TERRA COTTA GRAPHITE NATURAL GRAY TERRA COTTA MESA BUFF MESA BUFF NATURAL GRAY NATURAL GRANITE N :719:111: CONCRETE POUR- SEQUENCE GUIDELINE CONTRACTOR TO COORDINATE ALL PROJECT SAMPLE REVIEWS, PROGRESS SITE VISITS WITH SKATE PARK ARCHITECT IN ADVANCE. CONTRACTOR TO SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. THE FOLLOWING IS A SEQUENCING GUIDELINE FOR THE CONTRACTOR'S SUBMITTAL: 1. INSTALL ALL GAST-IN -PLACE FORMS S METAL FABRICATIONS. 2. POUR ALL CAST-IN -PLACE LEDGES. BREAK FORMS AND FINISH. 3. INSTALL ALL METAL FABRICATIONS FOR SHDTCRETE AREAS AND FORM WORK. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. 5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS AND SPEGRCATIONS. S. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURING FLATWORK. 7. POUR ALL TOP DECKS. B. POUR ALL BOTTOM AREAS LAST. JOINTING LEGEND SYMBOL DESCRIPTION DETAIL COLOR: M47` MESA BUFF- INTEGRAL COLOR TYPE II CONCRETE SP-5.2 Detail 46 MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL v v v v v COLOR: 10134• TERRA COTTA- INTEGRAL COLOR TYPE II CONCRETE S.J. - SAWCUT JOINT MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL ® COLOR: 8084' GRAPHITE- INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL ® SP-5.3 Detail 14 COLOR: 6130' COCOA - INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL ® NATURAL GRANITE NATURAL GRAY CONCRETE CONCRETE MATERIAL NOTES • ALL CONCRETE FINISH WORK TO BE SMOOTH TROWEL FINISH UNLESS OTHERWISE NOTED. • ALL STAMPED PATTERNS TO BE SMOOTH FINISH, FREE OF AIR VOIDS AND POCKETS. • ALL CONCRETE SURFACES EXPOSED TO BE NATURAL GRAY COLOR UNLESS OTHERWISE NOTED. COCOA MESA BUFF TERRA COTTA GRAPHITE NATURAL GRAY TERRA COTTA MESA BUFF MESA BUFF NATURAL GRAY NATURAL GRANITE N :719:111: CONCRETE POUR- SEQUENCE GUIDELINE CONTRACTOR TO COORDINATE ALL PROJECT SAMPLE REVIEWS, PROGRESS SITE VISITS WITH SKATE PARK ARCHITECT IN ADVANCE. CONTRACTOR TO SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. THE FOLLOWING IS A SEQUENCING GUIDELINE FOR THE CONTRACTOR'S SUBMITTAL: 1. INSTALL ALL GAST-IN -PLACE FORMS S METAL FABRICATIONS. 2. POUR ALL CAST-IN -PLACE LEDGES. BREAK FORMS AND FINISH. 3. INSTALL ALL METAL FABRICATIONS FOR SHDTCRETE AREAS AND FORM WORK. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. 5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS AND SPEGRCATIONS. S. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURING FLATWORK. 7. POUR ALL TOP DECKS. B. POUR ALL BOTTOM AREAS LAST. JOINTING LEGEND SYMBOL DESCRIPTION DETAIL JOINTING NOTES 1. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. 2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISE INDICATED. 4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMDNDAIMMED BLADES. CUT 1 /B1NCH WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. 5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED DETAILS. B. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND OUST FREE PRIOR TO ANY SEALANT APPUCATION. 7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT. B. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING ALL START AND STOP FORM LOCATIONS PRIOR TO START OF CONSTRUCTION. 9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR TO APPLY ADDITIONAL JOINTING AND CRACK PREVENTION MEASURES AS NECESSARY. 0 10 20 40' \` I Scale: l'-2* UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS �QEO ANDSC pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUII­I ® CFILL. �° zr° on &99n .v', y ACTION Sport Development, L-C. 811 v a , 6965 El Camino Reel. 105609 Collared. CA 77)43 92009 Tall Free: 1(877p134ACTI0N TWO WORKING DAYS SIGN DATE t9tE Or tniteoP�e Fax: 1[760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.ACOonSportDssign.com CHANGE 500. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL SIGN W" TAFF " K PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 'v"M' ENCINITAS COMMUNITY PARK 10630 -G /y : RECORD FROM COUNTY of SAN DIEGO VERTICAL y�^�" RLA NO. 4096 COLOR &JOINTING PLAN -BID ALT. 5A ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.4 HEETTSS OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA C.J. - COLD JOINT SP-5.2 Detail 46 S.J. - SAWCUT JOINT SR5.2 Details 7 fi O E.J. - EXPANSION JOINT SP-5.3 Detail 14 JOINTING NOTES 1. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. 2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISE INDICATED. 4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMDNDAIMMED BLADES. CUT 1 /B1NCH WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. 5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED DETAILS. B. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND OUST FREE PRIOR TO ANY SEALANT APPUCATION. 7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT. B. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING ALL START AND STOP FORM LOCATIONS PRIOR TO START OF CONSTRUCTION. 9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR TO APPLY ADDITIONAL JOINTING AND CRACK PREVENTION MEASURES AS NECESSARY. 0 10 20 40' \` I Scale: l'-2* UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS �QEO ANDSC pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUII­I ® CFILL. �° zr° on &99n .v', y ACTION Sport Development, L-C. 811 v a , 6965 El Camino Reel. 105609 Collared. CA 77)43 92009 Tall Free: 1(877p134ACTI0N TWO WORKING DAYS SIGN DATE t9tE Or tniteoP�e Fax: 1[760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.ACOonSportDssign.com CHANGE 500. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL SIGN W" TAFF " K PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 'v"M' ENCINITAS COMMUNITY PARK 10630 -G /y : RECORD FROM COUNTY of SAN DIEGO VERTICAL y�^�" RLA NO. 4096 COLOR &JOINTING PLAN -BID ALT. 5A ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.4 HEETTSS OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA a N �r .0 G Al 0 fi ngg 74 EUE. b >i Qm LL �s �b :z �p %o 8 Y, i v =S �n COCOA GRAPHITE MESA BUFF NATURAL GRANITE IN INN IN IN IN NNN, IN INN O GRAPHITE Iv TERRA COTTA B: I B I B I MESA BUFF r COCOA ...... TERRA COTTA COCOA NATURAL GRAY TERRA COTTA MESA BUFF CONCRETE COLOR LEGEND SYMBOL DESCRIPTION vovvv COLOR: 5447' MESA BUFF- INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL COLOR: 10134' TERRA COTTA- INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL COLOR: 8084' GRAPHITE. INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL COLOR: 613W COCOA - INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL NATURAL GRANITE NATURAL GRAY CONCRETE STAMPED BRICK PATTERN COLOR: 10134' TERRA COTTA- INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL CONCRETE MATERIAL NOTES • ALL CONCRETE FINISH WORK TO BE SMOOTH TROWEL FINISH UNLESS OTHERWISE NOTED. • ALL STAMPED PATTERNS TO BE SMOOTH FINISH, FREE OF AIR VOIDS AND POCKETS. • ALL CONCRETE SURFACES EXPOSED TO BE NATURAL GRAY COLOR UNLESS OTHERWISE NOTED. I I I I I B MESA BUFF COCOA I B B\ NATURAL GRAY COCOA vv I COCOA TERRA COTTA CONCRETE POUR- SEQUENCE GUIDELINE CONTRACTOR TO COORDINATE ALL PROJECT SAMPLE REVIEWS, PROGRESS SITE VISRS WITH SKATE PARK ARCHITECT IN ADVANCE. CONTRACTOR TO SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. THE FOLLOWING IS A SEQUENCING GUIDEUNE FOR THE CONTRACTOR'S SUBMITTAL: 1. INSTALL ALL GASTHN -PLACE FORMS S METAL FABRICATIONS. 2. POUR ALL CAST-IN-PLACE LEDGES. BREAK FORMS AND FINISH. 3. INSTALL ALL METAL FABRICATIONS FOR SHOTCRETE AREAS AND FORM WORK. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. 5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS AND SPECIFICATIONS. S. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURING FLATWORK. 7. POUR ALL TOP DECKS. S. POUR ALL BOTTOM AREAS LAST. JOINTING LEGEND SYMOOL DESCRIPTION DETAIL JOINTING NOTES 1. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. 2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISE INDICATED. 4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMDNDRIMMED BLADES. CUT 1 /B4NCH WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, DR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. 5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED DETAILS. 6. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND DUST FREE PRIOR TO ANY SEALANT APPLICATION. 7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT. B. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING ALL START AND STOP FORM LOCATIONS PRIOR TO START OF CONSTRUCTION. 9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR TO APPLY ADDITIONAL JOINTING AND CRACK PREVENTION MEASURES AS NECESSARY. 0 1G 20 40' \` I Scale: -2� l' UNDERGROUND SERVICE CALL: SAN ELIJO JOINT POWERS �QEO ANDSC pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY ® CFILL. �° zV�° on &99n .v', y ACTION Sport Development, L-C. 811 v a , 6965 El Camino Reel. 105609 Carlsbad. CA 92049 Tall Free: 1(877)<134ACTION TWO WORKING DAYS SIGN DATE t9tE Or cniteoP�e Fax: 1[760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.ACNonSportOesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL SIGN W" TAFF " K PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 'v"M' ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VERTICAL y�'�" RLA NO. 4096 COLOR &JOINTING PLAN -BID ALT. 56 ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.5 SHEET167 OF201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA C.J. - COLD JOINT SP-5.2 Detail 46 S.J. - SAWCUT JOINT SR5.2 Details 7 6 O E.J. - EXPANSION JOINT SP-5.3 Detail 14 JOINTING NOTES 1. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. 2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISE INDICATED. 4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMDNDRIMMED BLADES. CUT 1 /B4NCH WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, DR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. 5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED DETAILS. 6. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND DUST FREE PRIOR TO ANY SEALANT APPLICATION. 7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT. B. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING ALL START AND STOP FORM LOCATIONS PRIOR TO START OF CONSTRUCTION. 9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR TO APPLY ADDITIONAL JOINTING AND CRACK PREVENTION MEASURES AS NECESSARY. 0 1G 20 40' \` I Scale: -2� l' UNDERGROUND SERVICE CALL: SAN ELIJO JOINT POWERS �QEO ANDSC pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY ® CFILL. �° zV�° on &99n .v', y ACTION Sport Development, L-C. 811 v a , 6965 El Camino Reel. 105609 Carlsbad. CA 92049 Tall Free: 1(877)<134ACTION TWO WORKING DAYS SIGN DATE t9tE Or cniteoP�e Fax: 1[760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.ACNonSportOesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL SIGN W" TAFF " K PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 'v"M' ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VERTICAL y�'�" RLA NO. 4096 COLOR &JOINTING PLAN -BID ALT. 56 ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.5 SHEET167 OF201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA a 8 t .0 G tl p figb 7E4 b� Y b> d $3 $o 8� i v is �n MESA BUFF NATURAL GRAY TERRA COTTA CONCRETE MATERIALS LEGEND SYMBOL DESCRIPTION v vv 4v D .�.. TERRA COTTA v + ++ + + \\ * * * + + + ++ + + + . + +' + + * +' *+ . *.* *. + * ++:++++::: ++ ++ +* ++ + .* + + + + + + + + + + + + + + * * * * * * * * * + * * + * + + . .+ . . + . + + . . . . . \ + + + + IN COLOR: 10134' TERRA COTTA- INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL COLOR: 6130' COCOA - INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL NATURAL GRAY CONCRETE COLOR: 5447" MESA BUFF- INTEGRAL COLOR TYPE II CONCRETE MNF: DAVIS COLOR SYSTEMS OR APPROVED EQUAL CONCRETE MATERIAL NOTES CHANGE • ALL CONCRETE FINISH WORK TO BE SMOOTH TROWEL FINISH UNLESS OTHERWISE NOTED. • ALL STAMPED PATTERNS TO BE SMOOTH FINISH, FREE OF AIR VOIDS AND POCKETS. • ALL CONCRETE SURFACES EXPOSED TO BE NATURAL GRAY COLOR UNLESS OTHERWISE NOTED. ICALL: 811 WORKING DAYS DESCRIPTION B f B� p � S.J. � ` v N ` v C.J. f F 1 B v p CONCRETE POUR- SEQUENCE GUIDELINE CONTRACTOR TO COORDINATE ALL PROJECT SAMPLE REVIEWS, PROGRESS SITE VIERS WITH SKATE PARK ARCHITECT IN ADVANCE. CONTRACTOR TO SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. THE FOLLOWING IS A SEQUENCING GUIDEUNE FOR THE CONTRACTOR'S SUBMITTAL: 1. INSTALL ALL GAST4N -PLACE FORMS S METAL FABRICATIONS. 2. POUR ALL GAST4N -PLACE LEDGES. BREAK FORMS AND FINISH. 3. INSTALL ALL METAL FABRICATIONS FOR SHOTCRETE AREAS AND FORM WORK. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. 5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS AND SPECIFICATIONS. S. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURING FLATWORK. 7. POUR ALL TOP DECKS. B. POUR ALL BOTTOM AREAS LAST. ELIJO JOINT POWERS APPROVED I DATE I BENCHMARK I SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NGVD 29 AZAN&L AMON Sport Development, L-C. 6965 El Camino Reel. 105 -609 Carlsbad. CA 92009 Tall Free: 1S77)434-ACTON Fax: 1(760)2680189 v .Acdan8portDssign.com SPECIAL DISTRICT APPROVAL JOINTING LEGEND SYMBOL DESCRIPTION DETAIL JOINTING NOTES 1. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. 2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISE INDICATED. 4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMDNDAIMMED BLADES. CUT 1 /B4NCH WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. 5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED DETAILS. 6. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND OUST FREE PRIOR TO ANY SEALANT APPLICATION. 7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT. B. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING ALL START AND STOP FORM n j, (1 5 iQ 20' LOCATIONS PRIOR TO START OF CONSTRUCTION. IW\ I 9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR TO APPLY ADDITIONAL JOINTING AND CRACK PREVENTION MEASURES AS NECESSARY. Scale: 1" - 10' -0' PUBLIC WORKS PLANNING AND BUILDING I ENGINEERING ENCINITAS FIRE DEPARTMENT C.J. - COLD JOINT SP-5.2 Detail 46 DIRECTOR HOF ENGINEERING DATE S.J. - SAWCUT JOINT SP-5.2 Details 7 & 8 E.J. - EXPANSION JOINT SP-5.3 Detail 14 PARKS AND RECREATION APPROVALS JOINTING NOTES 1. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. 2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISE INDICATED. 4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMDNDAIMMED BLADES. CUT 1 /B4NCH WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. 5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED DETAILS. 6. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND OUST FREE PRIOR TO ANY SEALANT APPLICATION. 7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT. B. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING ALL START AND STOP FORM n j, (1 5 iQ 20' LOCATIONS PRIOR TO START OF CONSTRUCTION. IW\ I 9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR TO APPLY ADDITIONAL JOINTING AND CRACK PREVENTION MEASURES AS NECESSARY. Scale: 1" - 10' -0' PUBLIC WORKS PLANNING AND BUILDING I ENGINEERING ENCINITAS FIRE DEPARTMENT PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA SIGN DATE SIGN DATE DIRECTOR HOF ENGINEERING DATE SIGN DATE N wN ICHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFF I EC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: � A DATE: 4MM2 0"wL ENCINITAS COMMUNITY PARK 10630 -G RLA NO.: 4096 COLOR &JOINTING PLAN -BID ALT. SC MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -1.6 SHEET168 OF 201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA d e k' 0 F0 �pn 9 M1 8 DY it 0 B r ga ip �0 7� r X202 203 278X 277 279XX 208 237 +1 M 223 204 27 211 213 265 X X X 263 210 225 266 X 224 212 264 226 230 231 234 267>C�2 228 229 232 233 238 X 1235 240 X 477 F -. 260 q74 1 X 475 I 476 1 X261 1 42 1 268 X 241 23 X236 244 X X 243 214 III X X ` 5CX 391 390 386 y 365 f 67 9 401 g1 ` 39 X400 X X 402 389 398 16 24 X X403 X X 92 24 X X 262 �E 397 T6 3X3 T6 405 X 39X X 94 21 X x 438 X X 44 396 1 21 I X X X407 410X X409 408 X 81 X 382 31 270 X `247 248 m L37 427 428 432 34 m L1 X 259 417 416 412 426 43 q ypo- <�S L14O L149 L150 L a 413 433 256 41 411 I 271X 249 256 x 416 419 + B L32 L31 0 m B c 168 363 362 361 354 352 255 1 LBO USE Lea Lss L90 L33 L30 �`'� L147 365 364 55 5 351 254 1 422 X L m LB6 496 w a 'n Les L22 359 1 423 424 4 9 425 r Ls3 ,�1 3 356 X 380 47 47 1 471 470 x 468 4�� �� � m f° B u°i "`111 c' �1 58 A 0 r 66 357 349 42 421 Lee Lse a u45 X 9 272 X 350 m 379 378 25O 253 �1 2 L130 346 347 465 0 89 44� 3 yp < °P ..po L155 N 346 I y r 252 x 466 °S r L41 � N 377X 345 251 B 464 467 445 �'' `FS L47 X 45 449 44 ss 344 342 339 340 459 1 44 L48 r L68 L67 219 338 461 X + B 5 1 1 B 447 I SSA V V u' c°o B a� m j B in 343 336 341 456 4 7 456 452 453 L102 L51 �O L61 Lss Lse m v 376 gq 337 455 454 80 ye ( 269 321 K463 462X 327 326X �7 y S ( 9P L71 S 320 322 X 334 460 319 323 333 331 �4 r yyy n°' L59 m L154 90 136 329 328 087 ___ 181 0 31 1 330 325 X 310X x 1 324 156 B 155 160 � 1 312 151 1 1 313 X132 135B 149 152 13 X 311 n 1 1` — 181 137 N w PLANNING CASE NO: 114-197 MUIA 179 ^ ^ ^138 UUUUUINA It VALUt`J `uHUWIN AHt IN I LINUtU FUH HUHILUIN I AL FUJI I IUNINU ANU DIM NSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES L134 SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITH ANY POINT DATA - SEE SP 2.4 FOR POINT TABLES COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE LINE AND CURVE DATA - SEE SP 2.4 FOR LINE AND CURVE TABLES CITY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OF TANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET 1' -0- AWAY FROM THE BANK/ TRANSITION TO DETERMINE THE LOCATION OF ' CONTRACTOR RESPONSIBLE FOR SURVEY WORK THE KEY JOINT. 0• 5• 10' 20• BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER, THE LOCATION OF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS. Scale: UNDERGROUND SERVICE ALERT ® CALL. 811 TWO WORKING DAYS BE Y I SAN ELIJO JOINT POWERS P.�O LANgSCgp� 5� ,° ,,,, 9� w° per + °° ? s 'vrp er tp`\1oP�P ®� ACTION Sport Development, L-C. 6965 El . Camino CA 92 Reel. 105fi09 Carlsbad. CA 77}43 Tall Free: 1[877]434AC110N Fax: 1(76012680189 w .AmonSparlDesign.com PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �/`� �D 1 J �.N x(sa[. SIGN DATE SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I N WN " K PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1mr DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF /n DATE: awnme (.� RLA NO.: 4096 RECOMMENDED: APPROVED: y�/�I�.� _ 6 .Q,� 61/ `°`°� ENCINITAS COMMUNITY PARK 10630 =G RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 VERTICAL MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 MICHAEL R. DATE DATE LAYOUT PLAN -BID ALT. SA SP -2.1 SHEET tss OF 207 PLANNING CASE NO: 114-197 MUIA a h m k' Yo G0 Rp� 3 1 n� ESEQ OY a> �m 0 1Yd �r a� 8� i� r z �n POINT DATA - SEE SP 2.5 FOR POINT TABLES * CONTRACTOR RESPONSIBLE FOR SURVEY WORK NOTE: LINE AND CURVE DATA - SEE SP 2.5 FOR LINE AND CURVE TABLES COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITH ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CRY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OF TANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET 1' -0" AWAY FROM THE BANK/ TRANSITION TO DETERMINE THE LOCATION OF THE KEY JOINT. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER, THE LOCATION OF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS. 0' 10' 20' 40 Scale: 1" -- 20Om UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS �QEO ANDSC pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ® CALL. a`r'e` e"i' &99n .�', y ACTION Sport Development, L-C. 811 v a e 6965 El Camino Reel. 105609 Carlsbad. CA 77)43 1 `m% Tall Free: 1I977pM1 SS ION aG TWO WORKING DAYS SIGN DATE t9tE Or cni�eoP�e Fax: donSp2690199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I www.ACNOn6parlDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I N VIN, ..« " K W7 I PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 FLANS PREPARED UNUII SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4MM2 ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY OF SAN DIEGO VERTICAL �1�'�' RLA NO. 4096 LAYOUT PLAN -BID ALT. 56 ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -22 SHEET170 OF201 PLANNING CASE NO: 04_197 MUP/DR /CDP/EIA I El I IN °m N m a m �m o� N mQ aw OU z U< O z o=o 0 Z o b 0<" Dam.' 0 0 m 00<� zOm OM v w � � , zz o X00_ N E k' O 0 x� i n� ESEQ OY } 0 �u iu 8�- 8� i� r i$ 5 1 �n ♦ �82! ,z�1 1975 1 I 1 100 1 C� ` 180 182 ` 1982 1; ` 102 ` 103 1 ` X77 e r kl Ii 6 69 99 98Z97 .I 94 73 POINT DATA - SEE SP 2.6 FOR POINT TABLES * CONTRACTOR RESPONSIBLE FOR SURVEY WORK 14 u r NOTE: ♦ 0 ' C5 1 I C3 U13 1 0 COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITH ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CRY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OF TANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET 1' -0" AWAY FROM THE BANK/ TRANSITION TO DETERMINE THE LOCATION OF THE KEY JOINT. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER, THE LOCATION OF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS. B r U U U L4 C1 078 u LINE AND CURVE DATA - SEE SP 2.6 FOR LINE AND CURVE TABLES IIn,, \� \IInII D 5' 19 20' UNDERGROUND SERVICE IALERT SAN ELIJO JOINT POWERS �QEO ANDSC pF � PUBLIC WORKS PLANNING AND BUILDING ENGINEERING YENNCINITAS FIRE DEPARTMENT ® CF1LL. a`r'e` e"i' &99n .'y y AMON Sport Development, LLC. 811 v a e 6965 El Camino Reel. 105609 Carlsbad. e: CA 77)43 1 `�% Tall Free: 1S77)434-ACTON �'N"G TWO WORKING DAYS SIGN DATE t9tE er cniteoP�e Fax: 1(760)2690199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I w .Acdan5portDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESPI W" TAFF [CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LU DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4MM2 ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VERTICAL �1�'�' RLA NO. 4096 LAYOUT PLAN -BID ALT. SC ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -2.3 SHEET 171 OF 201 PLANNING CASE NO: 04_197 MUP/DR /CDP/EIA a R hi g° �6 1 M1 @�8 CC66 ai Rm 0 oa B r �o r G h gE� �0 i Sv v i POINTS CURVE POINT N NORTHING EASTING POINT N NORTHING EASTING Paw p NORTHING EASTING POINT X NORTHING EASTING PDM k NORTHING EASTING POINT 8 NORTHING EASTING 1 57751.5773 45299.4467 82 57539.9579 45319.390D 163 57541.2044 451 244 57664.1874 45401.8671 325 57586.1485 45491.0935 406 57678.6512 45472.6064 2 57709.5126 45302.4574 63 57664.3671 45359.1616 164 57541.6108 45435.3119 245 57692.7906 45463.2922 326 57605.3735 45489.7136 407 57672.5290 45468.7312 3 57754.2103 45336.2328 84 57599.7107 45398.3032 165 57538.9228 45403.1710 246 57686.7442 45470.2699 327 57603.5646 45464.4704 408 57670.6293 45465.7996 4 57722.6163 45330.4942 65 57656.6692 45328.2127 166 57533.9900 45373.3219 247 57658.1298 45413.5588 329 57591.7016 45454.1907 409 57669.4653 45459.0710 5 57734.4690 45324.0834 66 57583.7660 45417.6067 167 57536.8470 45369.4328 248 57659.2621 45429.6749 329 57590.5728 45438.4049 410 57670.4357 45455.2625 6 57734.1123 45319.0932 87 57594.0240 45480.9360 168 57543.1441 45350.5171 249 57645.9191 45402.9779 330 57583.0054 45447.1379 411 57655.3012 45464.3960 7 57722.1429 45319.9490 Be 57615.0627 45428.5532 169 57542.0115 45329.1201 25C 57629.8331 45404.1303 331 57593.6374 45453.2217 412 57656.0470 45462.6637 8 57722.4995 45324.9363 89 57631.5536 45483.1603 170 57540.0893 45329.2575 251 57619.2222 45416.3409 332 57592.4250 45436.2673 413 57656.1294 45463.8355 9 57710.6425 45322.8846 90 57586.1999 45383.6211 171 57539.7570 45324.6094 252 57620.3746 45432.4570 333 57594.1370 45436.8417 414 57652.4830 45465.0958 10 57709.0408 45295.8564 91 57698.3070 45474.7663 172 1 57529.8947 45326.8926 253 57632.5852 45443.0379 334 57595.8490 45437.4162 415 57650.8267 45466.2168 11 576B9.4372 45297.2602 92 57693.8970 45409.7682 173 57530.114B 45329.9708 254 57644.8132 451 335 57597.5610 45437.9906 416 57656.3676 45452.8657 12 57689.8378 45302.8630 93 57590.6331 45334.8832 174 57529.7824 45325.3226 255 57646.8081 454420209 336 57603.5069 451 417 57656.1536 45449.8733 13 57692.5722 45299.0411 94 57544.1956 45349.6628 175 57528.0424 45325.4471 256 57648.7012 45441.8855 337 57603.3384 45423.6730 418 57648.1740 45450.4439 14 57707.1885 45297.9960 95 57541.8094 45361.6400 176 57527.0426 45325.5165 257 57656.5174 45435.9195 338 57610.8545 45425.5057 419 57648.388] 45453.4362 15 57689.9092 45303.8606 96 57551.6424 45351.7198 177 9525.1343 45325.6550 258 57648.9975 45444.5977 339 57610.9737 45427.1714 420 57639.1969 45451.0858 16 57690.1594 45314.3711 97 57544.1440 45344.9238 178 57525.4667 45330.3601 259 57654.9782 45431 340 57611.0928 45428.8383 421 57639.4109 45454.0782 17 57691.3358 45323.8124 98 57543.9398 45342.0661 179 57559.2155 45409.6978 260 57681.5762 45409.8973 341 9605.1246 45429.2620 422 57646.0259 45459.1234 18 57691.4071 45321 99 57543.6844 45336.4951 183 57541.6573 45307.7171 261 57676.8384 45410.0931 342 57609.9792 45413.2644 423 57645.6969 45469.6886 19 57680.9321 45304.5030 100 57547.3635 45294.6883 181 57560.8160 45432.9811 262 57685.2496 45487.4210 343 57602.6538 45414.0983 424 57646.1559 45476.1072 20 57681.3613 45324.5256 101 57545.9290 45295.4171 182 57544.4051 45324.2770 263 57706.4154 45435.2447 344 57611.9606 45403.3580 425 57647.0591 45488.7389 21 57680.6836 45315.0487 102 57531.4520 45310.5160 183 57544.7375 45328.9252 264 57702.2047 45411.5177 345 57615.7318 45406.6258 426 57659.0693 45474.4319 22 57683.3610 45336.7611 103 57530.1652 45313.5306 184 9543.0090 45329.0480 265 57709.6907 45411.0539 346 57621.0834 45400.4500 427 57659.1228 45475.1800 23 57691.9320 45346.1702 104 57553.9233 45322.9034 185 57532.8770 45372.0042 266 57708.2048 45432.2995 347 57624.1063 45403.0694 428 57659.5745 45481.4967 24 9682.4551 45332.8121 105 992.6342 45308.3197 186 57529.2437 45378.0175 267 57692.6132 45391.8141 348 57627.3807 45399.2909 429 57646.6075 451 25 5761 45336.2981 106 57556.1334 45331.4941 187 57527.5342 45376.9794 268 57669.3548 45394.2291 349 57634.1697 45391 430 57659.0287 45497.8848 26 57666.4958 45333.9532 107 57577.1228 45336.0774 188 57758.7290 45334.0915 269 57597.4435 45396.3386 350 57633.7418 45392.8206 431 57662.436 45491.0568 27 57666.8881 45339.4392 IDS 57579.7041 45331.7225 189 57751.9434 45332.5717 270 57657.1129 45410.0313 351 57641.6506 45398.2704 432 57661.0236 45487.7424 28 57659.1397 45340.4946 109 57576.4030 45311.3655 190 57754.4133 45339.0720 271 57644.7321 45399.3029 352 57641.2227 45392.2857 433 57661.2669 45491.1410 29 57659.7103 45348.4742 110 57596.4627 45320.1604 191 57756.3572 45300.9560 272 9631.6938 45364.1797 353 57537.6912 45392.5239 434 9661.3406 45492.1382 30 57559.2824 453424895 111 57565.7522 45337.7973 192 57754.5101 45303.1316 273 57564.0105 45354.1744 354 9641.0085 453892900 435 57644.9589 454908939 31 57652.3002 45342.9887 112 9600.8363 45352.9064 193 57723.6851 45339.4203 274 57676.3365 45358.3058 355 57639.3427 45389.4092 436 57684.7936 451 32 57652.7281 45348.9735 113 9604.1107 45349.1277 194 57724.3966 45349.3710 275 57575.9799 45353.3165 356 57637.3917 453135.5385 437 57684.8650 45490.4555 33 57652.1576 45340.9938 114 57591 45351.5791 195 1 57714.4221 45350.0843 276 57696.6213 45353.8476 357 57635.2272 45385.6932 438 57682.7385 45487.6000 34 57641.4459 45339.5842 115 57576.5313 45363.6498 196 57715.1373 45360.0872 277 57702.9897 1 45359.3660 350 1 57634.7280 45378.7111 1 439 57644.6011 45499.9434 35 57641.5885 45341.5791 116 57576.6759 45365.6714 197 57713.3533 45349.1582 279 57704.5205 45380.7744 359 57636.8924 45378.5563 440 57643.8196 1 45488.9701 36 57625.6293 45342.7203 117 57538.6603 45368.3898 198 57723.3991 45349.4423 279 57702.4378 45380.9233 360 57638.5582 45378.4372 441 57633.8448 45489.6633 37 57625.4866 45340.7254 118 9559.6198 45370.9217 199 57723.3279 45348.4449 280 57695.2121 45349.9800 361 57640.6459 45378.2679 442 57634.6313 4550DS570 36 57637.6786 45306.5962 119 57559.3423 45375.0416 200 57714.0685 45359.1611 261 57704.4169 45351.2851 362 57640.4319 45375.2955 443 57633.6338 45500.7270 39 57701 45293.8635 120 57551.8669 45375.5761 201 9712.0020 45359.3088 282 57704.2994 45357.8545 363 57639.6533 45370.3384 444 57632.9903 45491.7492 40 57687.2996 45295.4079 121 57551.7217 45373.5449 202 5770.5.0263 45359.8076 203 57711.9310 4539.3088 364 57637.4089 45370.4932 445 57617.7776 454928382 41 57708.5415 45288.8763 122 57534.0961 45374.8053 203 57706.5969 45367.7873 284 57711.2157 45347.3059 365 57636.0572 45366.8753 446 57617.6348 45490.8433 42 9676.9685 45291.1339 123 57561.3246 45402.7634 204 57709.BB10 45388.5842 285 57721.1903 45345.5926 366 9634.3914 45366.9944 447 57616.4854 45490.9256 43 57677.4678 45296.1161 124 57553.7181 45401.4650 205 57712.5730 45367.2684 286 57720.4787 45336.6421 367 57635.8432 45363.8830 448 57615.7291 45480.3487 44 57637.6904 45300.9604 125 57561.1337 45407.8909 206 57707.6555 45382.5550 287 57756.5915 45332.2390 368 57638.6630 45356.4881 M9 57616.7265 45480.2772 45 57637.5477 45290.9655 126 57565.0653 451 207 1 57706.7051 45302.6242 20B 57752.0727 45334.3807 369 57631.1621 4539.0231 450 9616.4412 45476.2874 46 57675.3302 45296.2636 127 57565.4568 45412.9036 208 57701.1276 45382.4345 299 1 57691.2856 1 45349.2240 370 57631.0400 45355.0358 451 57615.4438 45476.3588 47 57637.1911 45293.9782 128 9564.9607 45427.2750 209 57703.1640 45362.13761 290 9749.7251 45301.5844 371 57638.1999 45350.0123 452 57607.7511 45480.9203 46 57664.9991 45291.9896 129 57562 .0136 45420.9045 210 57704.5551 45402.3264 291 57649.4924 45338.1767 372 57615.4541 45356.1502 453 9606.5089 45491.4966 49 57664.4998 45285.0076 130 57557.8537 45425.7051 211 57704.1985 45397.3394 292 57631.4533 45330.9145 373 57612.7185 45357.5206 454 57606.7535 45480.9903 50 9674.8309 45269.2817 131 9566.0490 45442.2161 212 57701.2061 45397.5533 293 57629.8914 45323.8362 374 57596.4540 45376.2679 455 57606.4676 45477.0005 51 57708.3989 45286.8814 132 57566.7210 45444.5314 213 57708.04138 45402.0766 294 57631.7353 45322.3037 375 57586.6764 45360.7405 456 57607.4651 45476.9292 52 9708.0423 45281.8941 133 57558.9633 45441.2232 214 57712.1318 45459.1766 295 57637.5234 45307.6099 376 57596.6074 45364.2386 457 9606 .7832 45467.4133 53 57700.8971 45279.8279 134 57561.6357 45443.5449 215 57713.1293 451 296 57681.0750 45306.5008 377 57615.5300 45403.8046 458 57609.1126 45466.6315 54 57707.8996 45279.8992 135 57570.2376 451 216 57692.0663 45455.4638 297 57596.9239 45323.2897 378 57630.3007 45386.7589 459 57614.6161 45464.7645 55 57662.3622 45283.1554 136 57589.51350 45405.4074 217 57580.1845 451 298 57600.9684 45351.2270 379 57628.2967 45358.7332 460 57596.4769 45450.7993 56 57652.5303 45265.9635 137 57562.7595 45459.2609 218 57673.1171 45466.1790 299 57615.0613 45343.6464 380 57639.2522 45423.0079 461 57610.2376 45458.3439 57 57636.6918 45286.9960 138 57563.4534 45468.9652 219 57603.5842 45358.4952 SOO 57625.3207 45341.9103 381 57660.0656 45412.5699 462 57600.4127 45449.8304 58 57652.0311 45270.0813 139 5751 45460.3187 220 57709.0437 454020055 301 57551.7823 45402.4340 302 57661.3361 451 1 463 9599.6150 45438.6743 59 57677.7997 45277.0387 140 57555.0931 45461.7095 221 57671.8197 45457.3373 302 57549.6566 45375.5027 383 57711.2147 45485.4064 464 57616.8371 45453.7820 60 57677.6571 45275.0436 141 57543.5682 45460.2869 222 57708.9749 45401.0078 303 57535.1873 45376.7323 3134 57706.3283 45490.2755 465 57625.7595 45440.4312 61 57649.8935 45277.0291 142 57545.8232 45462.3714 223 57709.6309 45385.0975 304 57559.9596 45420.2208 385 57704.4869 45482.5590 466 57623.4066 45446.2006 62 57650.3928 45284.0112 143 57543.0143 45442.3496 224 57702.0609 45395.4871 305 57555.7997 45425.0214 306 57705.1974 45479.2899 467 57619.3351 45488.7166 63 57636.5492 45285.0011 144 57540.6532 45440.4991 225 57706.8305 45413.1914 306 57557.0275 454421922 307 57702.9170 45481.6756 469 57643.9225 45486.9569 64 57636.0499 45278.0190 145 57543.4741 45437.6631 226 57693.5393 45390.7453 307 57559.6999 45444.5138 388 57703.8452 45477.7914 469 57642.6643 45469.3260 65 9607.2252 45325.5795 146 57542.2319 45436.049 227 9707 .726B 45383.5528 30B 57560.7571 45459.2965 399 57701.2736 454130.4703 470 9644.6506 45467.9617 66 57594.4562 45323.1616 147 9543.1287 45464.0290 228 9691.5444 45390.6880 309 9541.8703 4549.409 390 9710.1449 45461.2319 471 57643.6547 45454.0253 67 57593.2719 45335.8714 148 9541.8458 451 229 57692.1863 45399.6650 310 9582.7137 45471.0996 391 57710.0729 45458.4241 472 57643.4234 45450.7636 Be 57597.9032 45319.4375 149 57574.2048 45478.2817 230 1 57694.1812 45399.7224 311 57570.1245 45464.1603 392 57685.5324 45449.9034 473 57642.9964 45444.7999 69 57596.3232 45317.5194 180 57564.7677 45487.3456 231 57694.3238 451 312 57570.6968 45443.4413 393 57682.3052 45460.3147 474 57682.1801 45405.3427 70 57583.4711 45345.9182 151 57575.3246 45493.8736 232 57692.3289 45401.8599 313 57567.9848 45441.2471 394 57677.8661 45450.3596 475 57681.6451 45397.86113 71 9593.0803 45311.4769 152 57572.4620 454928639 233 57692.9708 45410.6370 314 57566.3698 45425.6719 395 57678.0633 451 476 57674.6992 451 72 57591.9754 45309.2317 153 9539.4425 45402.3167 234 57694.9657 45410.6944 315 57576.6164 45394.6806 396 57675.0605 45449.6412 477 57686.9896 45409.5102 73 57579.7565 45296.3357 154 57534.7587 45373.9614 235 57583.9805 45395.1898 316 57576.9695 45399.6170 397 57684.7424 451 47B 57593.7757 451 74 57582.9394 45298.5365 155 57583.3016 45493.3009 236 5790.5316 45410.6871 317 57563.2604 45401.7944 399 57687.4088 451 479 9593.2760 45492.5870 75 57591.5107 45315.8864 156 57581.9478 45474.4053 237 57673.5153 45358.5075 318 57562.0780 45381.7536 399 57692.9979 45453.0984 4BO 57606.9120 45493.6160 76 57586.6362 45349.3396 157 57504.2991 451 239 57685.8127 45393.0523 319 57589.7264 45383.3689 400 57694.4372 451 481 57594.7732 45499.4977 77 57563.7817 45360.0766 158 9585.01344 45504.2033 239 57672.3839 45408.5495 320 57591.8522 45407.3721 401 57694.9358 451 482 576601 45489.8085 78 57550.4559 45345.2150 159 57584.0669 45504.2746 240 57684.8520 45407.6580 321 57601.2944 45422.9893 402 57694.1721 45465.3730 483 57645.5985 45499.8705 79 57581.5945 45343.9634 160 57583.3730 45494.3002 241 57671.4923 45396.0614 322 57595.6308 45429.5137 403 57689.5895 45470.9613 484 57594.4163 45494.5105 BO 57563.5316 45353.1011 161 57575.3960 45494.8711 242 1 57674.1643 45398.3967 323 57594.3211 45431.0252 404 57686.3326 45472.5699 81 9560.0062 45311.4153 162 57571.7941 451 243 1 57665.1815 1 451 324 9580.9514 45446.4541 405 57681.0399 45473.1525 * CONTRACTOR RESPONSIBLE FOR SURVEY WORK CURVE TABUbBAGE BID 5A CURVE MLTA RADIUS LENGTH CHORD CHORD BEARING C1 42°52'12' 29.11 2178 21.28 N71758'40W C2 1 39 1 1 29.11 1 20.12 1 19.72 1 N2301422W C3 I M°5004" 5.00 1 3.91 1 3.81 1 N19°1T35'E LINE TABLE9ASE BID 5A ONE LENGTH BEARING L1 12.49 N85154'36'E L2 12.50 1\04°05'24W L3 12.50 N85°54'36'E L4 12.50 N04°O5'24'W L5 7.50 1\04°05'24W L6 7.50 N85154'36'E L7 7.50 104°05'2480 LB 7.50 N85°54'36'E L9 18.00 NBS°54'36'E L10 14.00 NB5 °54'3fi'E L11 6.50 804 °0544 "E L12 3.00 N04°05'24W L13 19.50 N85°54'36'E L14 4.50 SO4°O5'24"E L15 4.50 504 °05'24 °E Lib 57.25 NB5 °54'36'E L17 57.25 N85°54'36"E L1B 23.59 SO4°O5'29°E 119 4.41 S8515421'W L20 17.25 934°04'54 "E L21 11.00 N05°55'34'E L22 12.66 S85 °54'36W L23 12.67 S85 °54'36W L24 13.00 804°O5'24"E L25 13.00 104°05'2480 L26 5.44 N05°54SIET L27 12.50 934°05'24 "E LEE 8.03 N55 °54'36'E L29 6.57 M55- 54'36 -E L30 5.50 NBS°54'36'E L31 4.97 NB5°54'36'E L32 8.50 N85154'36'E L33 8.50 N85 °54'36'E L34 5.00 S85 °54'3680 L35 1 12.00 934 °05'24 "E L36 5.00 SB5°54'36W L37 16.16 S8515436°W L38 16.16 N49°0524W L39 16.16 1404°05'24W L40 16.16 N40°5436'E L41 16.16 N85 °54'36'E L42 16.16 349105'24 "E L43 16.16 934°05'24 "E 1_44 16.16 S4O°54'36W L45 20.30 S49°O5'24"E L46 14.31 904°O5'24°E L47 13.96 N85- 54'36 -E L48 15.61 NBS°54'36'E 1_49 16.96 S49 °05'24 °E L50 4.00 N40°5436'E L51 9.60 N85°54'36'E L52 14.21 549 °M'24 "E L53 4.99 N40°5436'E L54 16.66 S49°O5'24°E L55 1200 S49105'24"E LEE 3.00 N40°5436'E L57 1200 349 °05'24 °E L58 3.00 N40°5436'E L59 17.00 N85 °54'36'E L60 20.48 541754'36'80 L61 9.54 NBS°5405"E L62 10.60 N85°54D5'E L63 10.00 SO4°O5'24"E L64 10.00 904°05'24 °E L65 4.00 N05°54135'E USE 4.00 NBS°54'36'E L67 10.60 NB5°54'3fi'E LBO 11.60 N85°54'36'E L89 8.26 31131 L70 21.36 S4Cr5I L71 12.64 NBS°54'36"E L72 11.55 S49 °05'24 °E L73 9.98 soI L74 12.93 S49 °05'24 "E L75 14.31 SAG °M'24 "E L76 7.37 934°04'17 "E L77 6.67 N04°04'17W L78 1.81 N18- 32.53 -E L79 1.81 N19°32'S3'E LBO 7.17 SB5 °54'36W NOTE: COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITH ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CITY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OF TANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET VHOF AWAY FROM THE BANK/ TRANSITION TO DETERMINE THE LOCATION OF THE KEY JOINT. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER THE LOCATION OF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS. UNDERGROUND SERVICE ALERT ® CALL: 811 TWO WORKING DAYS BEFORE YOU I SAN ELIJO JOINT POWERS �P�o 1_xxgscg4F �� ,tea. a,,,� "�° v s . sgrF or cp�lpoP�p ® ACTION Sport Development, U.C. 6965 El , Camino CA 92 Reel. 105E09 Carlsbad, 6492009 Toll Free: 1I8771434ACTION Fax: l(760)268-0189 w .AcdonSpor esign.com PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT /`�"°J�'�✓ SIGN DATE SIGN DATE SIGN DATE DIRECT E ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN DRAWN BY, cXE KED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. F DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM couNTV of SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 HORIZONTAL VERTICAL PLANS PREPARED UNDER SUPERVISION OF D: u mn2 ATE : RLA NO. 4096 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 RECOMMENDED: APPROVED: DATE DATE ENCINITAS COMMUNITY PARK LAYOUT TABLES -BID ALT. 5A SP -2.4 10630 -G HEETnz OF 201 PLANNING CASE N0: 04-197 MUP/DR /CDP/EIA Em I w N I N µ em mQ a� O U Z Ua O z'Zt 050! 0 O U M O o a a c>°am om a NUQm w D ° M ' z M N Z O ��4= o nma g� L- pp k' i0 0 F1 SY d O* d iu 8 8� i� r i �n POINTS TABLEBASE 810 58 POINT # NORTHING LASTING PONT # NORTHING BASTING POINT # NORTHING LASTING POINT# NORTHING LASTING POINT # NORTHING FASTING POINT # NORTHING LASTING 1 57751.5]]3 45299.4467 62 57539.9579 45319.3900 163 57541.2044 45466.3306 244 57664.1874 45401.8671 325 57586.1485 45491.0935 406 57678.6512 45472.6864 2 57709.5126 45302.4574 83 57664.3671 45359.1616 164 5751 45435.3119 245 576927906 45463.2922 326 57605.3735 45489.7136 407 57672.5290 45468.7312 3 57754.2103 45336.2328 84 57599.7107 45398.3032 165 57538.9226 45403.1710 246 57686.7442 45470.2699 327 57603.5646 45464.4704 408 57670.6293 45465.7996 4 5]]22.6163 45338.4942 85 57656.6692 45328.2127 166 57533.9900 45373.3219 247 57658.1298 45413.5588 328 5]591.]016 45454.1907 409 57669.4653 45459.0710 5 57734.4690 45324.0804 88 57580 .7880 45417.6087 167 57536.8470 45369.4328 248 57659.2821 45429.6749 329 57590.5728 45438.4049 410 57670.4357 45455.2625 6 57734.1123 45319.0932 67 57594.0240 45480.9360 168 57543.1441 45350.5171 249 57645.9191 45402.9]]9 330 57583.0054 45447.1378 411 57655.3012 45464.3960 7 57722.1429 45319.9490 Be 57615.0827 45428.5532 169 57542.0115 45329.1201 250 57629.8031 45404.1303 331 57593.6374 45453.2217 412 57656.0470 454626837 6 57722.4995 45324.9363 as 57631.5536 45483.1603 170 57540.0893 45329.2575 251 57619.2222 45416.3409 332 57592.4250 45436.2673 413 57656.1294 45463.8355 9 5]]10.6425 45322.8846 90 57586.1999 45383.6211 171 57539.7570 45324.6094 252 57620.3746 45432.4570 333 5]594.13]0 45436.8417 414 57652.4830 45465.0958 10 57709.0408 45295.8584 91 57696.3070 45474.7883 172 57529.0947 45326.8926 253 57632.5852 45443.0379 334 57595.8490 45437.4162 415 57650.6287 45488.2168 11 1 57689.4372 1 45297.2602 92 1 57693.6970 45409.7682 1 173 57530.1148 1 45329.9708 254 1 57644.8132 45442.1635 1 335 1 57597.5610 45437.9906 1 416 57656.3676 1 45452.865] 12 57669.8378 45302.6630 93 57590.6331 45334.6632 174 57529.7824 45325.3226 255 57646.8081 45 4420209 336 57603.5069 45426.0287 417 57656.1536 45449.8733 13 57692.5722 45299.0411 94 57544.1956 45349.6628 175 57528.0424 45325.4471 256 57648.7012 45441.131355 337 57603.3384 45423.6730 419 57648.1740 45450.4439 14 57707.1885 45297.9960 95 57541.8094 45361.6480 176 57527.0426 45325.5185 257 57656.5174 45435.9195 338 57610.8545 45425.5057 419 57648.3880 45453.4362 15 57689.9092 45303.8606 98 57551.6424 45351.7198 177 57525.1343 45325.6550 258 57648.9975 45444.5977 339 57810.9737 45427.1714 420 57639.1989 45451.0858 16 57690.1594 45314.3711 97 57544.1440 45344.9238 178 57525.4667 45330.3031 259 57654.9782 45437.7469 340 57611.0928 45428.8383 421 57639.4109 45454.0782 17 57691.3358 45323.8124 98 57543.9398 45342.0661 179 57559.2155 45409.6978 260 57681.5762 45409.8973 341 57605.1246 45429.2620 422 57646.0259 45459.1234 113 57691.4071 45324.8098 99 57543.6844 45338.4951 1130 57541.6573 45307.7171 261 57678.8384 45410.0931 342 57609.9792 45413.2644 423 576456969 45469.8886 19 57680.9321 4530,1.5030 100 57547.3635 45294.6883 181 57560.8160 45432.0811 262 57685.2496 45487.4210 343 57602.6538 45414.0983 424 57646.1559 45,1 20 57661.3613 45324.5256 101 57545.9290 45295.4171 162 575441 45324.2770 263 57706.4154 454352447 344 57811.9606 45403.3500 425 57647.0591 45408.7389 21 57650.6836 45315.0487 102 57531.4520 45310.5160 163 57544.7375 45328.9252 264 57702.2047 45411.51]] 345 5]615.]318 45406.6258 426 57659.0693 45474.4319 22 57663.3818 45338.7611 103 57530.1652 45313.5306 184 57543.090 45329.0488 265 5]708.690] 1 45411.0539 346 57621.0834 45400.4500 427 57659.1228 454]5.1800 23 1 57691.9320 1 45346.1702 104 1 57553.9233 45322.9034 1 185 57532.8770 1 45372.0342 266 1 57708.2048 45432.2995 347 1 57624.1063 45403.0694 1 429 57659.5745 1 45481.4967 24 57682.4551 45332.8121 105 5]5]2.6342 45308.3197 186 5]529.243] 45378.0175 267 57692.6132 45391.8141 348 5]62].3807 45399.2906 429 57646.6075 45482.4231 25 57882.8474 45338.2981 106 57556.1334 45331.4941 167 57527.5342 45376.9794 268 57669.3546 45394.2291 349 57834.1697 45398.8053 430 57659.0267 45487.8848 26 57666.4958 45333.9532 107 57577.1228 45336.0]]4 188 5]758.]290 45334.0915 269 57597.4435 45396.3386 350 5]633.]418 45392.8206 431 57662.4436 45491.0568 27 57666.8861 45339.4392 108 57578.7041 45331.7225 189 5]]51.9434 45332.5]1] 270 5]65].1129 45410.0313 351 57641.6506 45398.2704 432 57661.0236 4548].]424 28 57659.1397 45340.4946 IDS 57576.4030 45311.3655 190 57754.4133 45339.0720 271 57644.7321 45399.3029 352 57641.2227 45392.2857 433 57661.2669 45491.1410 29 5]659.]103 45348.4742 110 5]586.462] 45320.1804 191 57756.3572 45300.9560 272 57631.6938 45364.1]9] 353 5]63].8912 45392.5239 434 57661.3406 45,1 00 57659.2824 45342.4895 111 57565.7522 45337.7973 192 57754.5101 45303.1316 273 57664.0105 45354.1744 354 57641.0095 45389.2900 435 57644.9509 45490.8939 31 57652.3002 45342.981 112 57600.8363 45352.9064 193 57723.6851 45339.4203 274 57676.3365 45358.3058 355 5]639.342] 45389.4092 436 57684.7936 45489.4581 32 57652.7261 45348.9735 113 5]604.1100 45349.1277 194 5]]24.3966 45349.3710 275 576]5.9]99 45353.3185 356 5]63].3917 45385.5385 437 57684.8650 45490.4556 33 57652.1576 45340.9938 114 57599.3046 45351.5791 195 57714.4221 45350.0843 276 57696.6213 45353.8476 357 57635.2272 45385.6932 439 57682.7385 45487.6000 34 57641.4459 45339.5842 115 5]5]6.5313 45363.6498 196 57715.1373 45360.0872 277 5]702.989] 45359.3660 358 57634.7260 45378.7111 439 57644.6011 45499.9434 35 57641.50135 1 45341.5791 116 1 57576.6759 45385.8714 1 197 57713.3533 45349.1582 2713 1 57704.5205 45300.7744 359 1 57536.8924 45378.5563 1 440 57643.8198 1 45466.9701 36 57625.6293 45342.7200 117 57538.6603 45366.3898 198 57723.3991 45349.4423 279 57702.4378 45360.9233 360 57638.5582 45378.4372 441 57633.8448 45489.6833 37 57625.4866 45340.7254 118 57559.6198 45378.9217 199 57723.3278 45348.4449 280 57695.2121 45349.9800 361 57640.6459 45378.2879 442 57634.6313 45500.6570 38 57637.679B 45306.5962 119 57559.3423 453750416 200 57714.0685 45359.1611 281 57704.4169 45351.2651 362 57640.4319 45375.2955 443 57633.63313 455007270 39 57708.8961 45293.8635 120 57551.8669 45375.5761 201 5]]12.0020 45359.3088 282 57704.2994 45357.8545 363 57639.6533 45370.3384 444 57632.9903 45491.7492 48 57667.2998 45295.4079 121 57551.7217 45373.5449 202 57705.0253 45359.8076 283 57711.9310 45357.3088 364 57637.4889 45370.4932 445 57617.7776 45492.8382 41 57706.5415 45288.8763 122 57534.0.961 45374.8053 203 5]]05.5969 4536].]873 284 57711.2157 45347.3059 365 5]636.05]2 45366.8753 446 57617.6348 45490.8433 42 5]6]6.9685 45291.1339 123 57561.3246 45402.7634 204 5]]09.8810 45388.5842 285 57721.1903 45346.5926 366 57634.3914 45366.9944 447 57616.4854 45490.9256 43 57677.467B 45298.1161 124 57553.7181 45401.4650 205 57712.5730 45367.2864 296 57720.4787 45336.6421 367 57/335/3432 45363.8830 44B 57615.7291 45480.3497 44 5]63].6904 45300.9604 125 5]561.133] 45407.6909 206 57707.6555 45382.5550 287 57756.5915 45332.2390 368 57638.6630 45356.4881 449 57616.7265 45480.2]]2 45 57637.5477 45298.9655 126 57565.0653 4541 207 57706.7051 45382.6242 288 57752.0727 45334.3807 359 57631.1821 45357.0231 450 57616.4412 454762874 46 57675.3302 45296.2638 127 57565.4568 45412.9036 208 57701.1276 45382.4345 289 57691.2856 45349.2240 370 57631.0400 45355.0356 451 57615.4438 45476.3598 47 57637.1911 1 45293.9782 128 1 57564.9807 45427.2750 1 209 5]]03.1640 45382.8761 290 1 57749.7251 45301.5844 371 1 57638.1999 45350.0123 1 452 57607.7511 1 45480.9203 4B 57664.9991 45291.9898 129 57562.0136 45420.9045 210 57704.5551 45402.3264 291 1 57649.4924 45336.1767 372 57615.4541 45356.1502 453 57606.50139 45491.4966 49 57664.4998 45285.076 130 5]557.853] 45425.7051 211 5]]04.1985 45397.3394 292 57631.4533 45330.9145 373 5]612.]165 45357.5206 454 57606.7535 45480.9903 50 57674.0309 45289.2817 131 57566.0490 45442.2161 212 57701.2061 45397.5533 293 57629.8914 45323.6382 374 57596.4540 45376.2876 455 57606.4876 45477.00.5 51 57706.3989 45286.8814 132 57568.7210 45444.5314 213 57708.0488 45402.0766 294 57631.7353 45322.3037 375 57588.6764 45360.7495 456 57607.4651 45476.9292 52 5]]08.0423 45261.8941 133 57558.9633 45441.2232 214 5]]12.1318 45459.1766 295 5]63].5234 45307.6099 376 5]598.60]4 45364.2366 457 57606.7832 45467.4133 53 57708.8971 45279.8279 134 57561.6357 45443.5449 215 57713.1293 45459.1052 296 57661.0750 453665008 377 57615.5300 45403.8046 45B 57609.1126 45,1 54 5]]07.8996 45279.8992 135 5]570.23]6 45465.7409 216 57692.0663 45455.4638 297 57596.9239 45323.2897 378 57630.3007 45386.7589 459 57614.6161 45464.7845 55 57662.3822 45283.1554 136 57589.5650 45405.4074 217 57680.1645 45471=5 298 57601 45351.2270 379 57628.2967 45358.7332 460 57598.4769 45450.7993 56 57652.5303 45285.8635 137 57562.7595 45459.2609 218 57673.1171 45466.1790 299 57615.0613 45343.6464 380 57639.2522 45423.079 461 57610.2376 45458.3439 57 57636.6918 45286.9960 138 57563.4534 45466.9652 219 57603.5842 45358.4952 300 57625.3207 45341.9103 381 57660.0656 45412.5699 462 57600.4127 45449.8304 58 57652.0311 45279.8813 139 57546.4886 45460.3167 220 57709.0437 454D2.0055 361 57551.7823 45402.4340 382 576E1.3361 45430.3585 463 57599.6150 45,1 59 57677.7997 1 452]].0387 140 1 57555.0801 45461.7095 1 221 57671.8197 45457.3373 302 57549.8566 453]5.502] 383 1 5]]11.2147 45485.4064 1 464 57616.8371 45453.7820 50 57677.6571 45275.0438 141 57543.5682 45460.21369 222 57790.9749 45401.0076 1 303 57535.1873 45378.7323 384 57706.3283 45480.2755 465 57625.7595 45440.4312 61 57649.8935 45277.0291 142 57545.8232 45462.3714 223 57709.6309 45385.0875 304 57559.9596 45420.2208 385 5]]04.4869 45482.5590 466 57623.4066 45446.2006 62 57650.3928 45284.0112 143 57543.0143 45442.3498 224 5]]02.0609 45395.4971 305 57555.]99] 45425.0214 386 57705.1974 45479.2699 467 57619.3351 45488.7166 63 57636.5492 452650011 144 57540.6532 45440.4991 225 57706.8385 45413.1914 306 57557.0275 45442.1922 387 57702.9170 45481.6756 468 57643.9225 45486.9569 64 57636.0499 45278.0190 145 57543.4741 45437.6631 226 57693.5393 45390.7453 307 57559.6999 4541 388 5]]03.8452 454]7.]914 469 57642.6643 45469.3260 65 576072252 45325.5795 146 57542.2319 45436.0957 227 57707.7268 45383.5528 309 57560.7571 454592985 389 57701.2736 45480.4703 470 57644.6506 45467.9917 66 57594.4562 45323.1616 147 57543.1287 45464.0290 228 57691.5444 45390.8680 309 57541.8703 45457.4007 390 5]]10.1449 45461.2319 471 5]643.654] SZ4.0253 67 5]593.2]19 45335.8714 148 57541.8458 45465.5634 229 57692.1863 45399.6650 310 57582.]13] 1 45471.0996 391 5]]10.729 45458.4241 472 57643.4234 45450.7836 fib 57597.9032 45319.4375 149 57574.2048 45478.2617 230 57694.11312 45399.7224 311 57570.1245 45464.1600 392 57585.5324 45449.9034 473 57E42.9954 45444.7998 69 57596.3232 45317.5194 150 5]564.767] 45487.3456 231 57694.3238 45401.7173 312 57570.8968 45443.4413 393 57682.3052 45460.3147 474 57682.1831 45405.3427 70 57583.4711 45345.9182 151 57575.3246 45493.6736 232 57892.3289 45401.8599 313 57567.9648 45441.2471 394 57677.6661 45450.3596 475 57681.6451 45397.8618 71 57593.0803 1 45311.4769 152 1 57572.4620 45492.6639 1 233 57692.9708 45410.8370 314 1 57566.3698 45425.6719 395 1 57678.0633 45449.1321 1 476 1 57674.6992 1 45405.8776 72 5]591.9]54 45309.2317 153 57539.4425 45402.3167 234 5]694.965] 45410.6944 315 5]5]6.6164 45394.6806 396 5]6]5.0506 45449.6412 477 57666.9896 45409.5102 73 57579 .7565 45296.3357 154 57534.7587 45373.9614 235 571383.9605 45395.1898 316 57576.9695 45399.6178 397 57584.7424 45447.6471 47H 57593.7757 45499.5691 74 57582.9394 45298.5365 155 57583.3016 45493.3009 236 5]6]0.5316 45410.6871 317 57563.2604 45401.7944 398 57687.4088 45448.4672 479 5]593.2]60 45492.5870 75 57591.5107 45315.8864 156 57581.9476 45474.4053 237 57673.5153 45358.5075 318 57562.0780 45361.7536 399 57692.9979 45453.0964 480 57606.9120 45493.6160 76 57586.6362 45349.3398 157 57584.2991 45493.2314 238 57665.8127 45393.0623 319 57589.7264 45363.3689 400 57694.4372 45455.9302 481 5]594.7]32 45499.4977 77 5]563.781] 45360.M68 158 57585.0844 45504.2033 239 57672.3839 45408.5495 320 57591.8522 45407.3721 401 57694.9358 45462.9371 482 57660.1689 45489.8085 78 57550.4559 45345.2150 159 57584.0869 45504.2748 240 57584.8520 45407.6580 321 57601.2844 45422.9893 402 57694.1721 45465.3730 4133 5764559/35 45499.0705 79 57581.5945 45343.9634 160 57583.3730 45494.3002 241 57671.4923 45396.0814 322 57595.6308 45429.5137 400 57689.5895 45470.9613 484 5759, 163 45494.5105 50 57563.5316 45353.1011 161 57575.3960 45494.8711 242 57674.1643 45396.3967 323 57594.3211 45431.0252 404 57686.3326 45472.5699 81 57560.0082 45311.4153 162 57571.7941 45493.6105 243 57665.1615 45403.8026 324 57560.9514 1 45446.4541 406 57681.0399 45473.1525 * CONTRACTOR RESPONSIBLE FOR SURVEY WORK CURVE TABLEBASE 810 58 LINE CURVE DELTA RADIUS LENGTH CHORD CHORD BEARING Cl 45°ODCO' 4.00 3.14 3.06 S26- 35.24 -E C2 45 °0000' 16.00 12.57 12.25 S26 °35'24'E C4 88 °11'39" 14.00 21.55 19.48 N83 °59'39'17 C5 101 °42'24' 17.00 30.18 26.37 889.14.58 -E CO 44 °31'32' 4.01 3.11 3.04 N19 °25'47'E 07 101 °42'24' 19.80 33.73 29.47 S69- 14.58 -E C8 107 °29'07' 21.00 39.40 33.87 S85 °12'5500 C9 981 19.50 32.59 28.74 N80°36'59'E 010 19 °55'45' 41.00 14.26 14.19 N61712'17W C11 47 °4039' 31.24 25.99 25.25 N25 °09'51'00 C12 113 °25'29' 1 23.00 1 45.53 1 38.45 1 N37 °22'4000 LINE TABLBBASE BID 5B LINE LENGTH BEARING L1 5.00 N85 °54'36'17 L2 12.00 504°05'24'E 1_3 12.00 N04 °0524W L4 5.00 S85 °54'36W L5 31.67 N04°O5139W L6 9.96 S85 °54.36W V 10.00 N04 °05'25W LB 10.03 965 °5436W L9 2.07 N04 °04'37W L10 42.17 N04°0513800 L11 22.62 585 °54.36W L12 19.65 504°05'24'E L13 5.62 885 °54'36W L14 7.62 585 °54'36W L15 21.65 SO4°O524'E L16 31.65 504°05'94'17 L17 7.00 S85 °54'36W L18 39.69 SC4l05'24'E L19 43.65 S04005'24'E L20 7.00 S85 °54'3600 L21 27.89 804°0504'17 L22 25.63 504°05'24'E L23 7.00 885 °54'36W L24 15.90 504°05'24'E L25 20.00 S85 °54'3600 LEG 20.00 S85 °54.36W L27 10.00 504°05'24'E L28 10.00 N04 °05'24W L29 1.00 585 °54'36W L30 13.34 S85 °54'3600 L31 21.34 S85°54'36W L32 32.30 N04 °05'24W 1_33 11.26 N40°39'10'E L34 16.00 N04°05'24W L35 5.50 585°54'3600 L36 16.00 N04°05'24W L37 2.00 S85 °54'36W 1_38 2.00 885 °5436W L39 24.30 N04 °05'24W DID 5.50 S85 °54'3600 L41 8.00 N85 °54'36'17 L42 7.00 504°05'24'E L43 7.00 SC4°O5'24'E L44 14.57 N04 °05'24W L45 37.19 NOVI 24W L46 6.49 S85 °54.36W L47 8.75 S35°03'14 °E L48 7.50 SO4°OU24'E L49 1.99 S85 °54.36W LBO 15.63 NOVI 24W L51 5.00 S49°OB24'E L52 24.63 S49°0524°E DES 14.04 S40r47l 9'E LEA 12.49 S13 °25'53'E USE 36.93 SC4°0S'24'E L56 38.11 904°05'24'17 L57 7.49 504°0524°E L58 27.79 985 °54'36'W L59 17.87 50400524'E LBO 27.99 S85 °54'36W L61 9.74 341 L62 4.80 640°54'3600 DES 7.02 985 °52106'W L64 4.01 SO4°05'24'E L65 13.09 S85 °54'36W Use 6.35 849°0524'17 L67 15.56 585 °54.36W L68 11.49 985 °54'36'W L69 25.49 585 °54'36W L70 11.06 S40 °54'36W L71 9.26 SC4°05'24'E L72 3.00 N38°05'28°E L73 2.00 951 °36.14W L74 2.00 S50°0810°E L75 41.62 S41 °42S7W L76 23.13 SO4°05T4'E V] 32.52 549° 5'24°E L78 24.28 985 °54'36'W L79 52.52 N04 °05'3800 NOTE: COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITH ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CITY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OF TANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET 1' -0" AWAY FROM THE BANK/ TRANSITION TO DETERMINE THE LOCATION OF THE KEY JOINT. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER THE LOCATION OF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS. UNDERGROUND S/E�RMCIE (ALERT SAN ELIJO JOINT POWERS �QEO ANDS[ pF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ® CALL. a`r'e` e"i' &99n .'y y ACTION Sport Development, U.C. 811 v a e 6965 El . CA Camino 2 Reel. 105609 Toll Free: CA 77)43 Tall Free: l(S77)434-ACTON TWG WORKING DAYS SIGN DATE t9tE er cniteoP�e Fax: 1(760)26B0199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I w .AcdanSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I N DRAWN !CHECKED �,. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 FLANS PREPARED UNUI =K SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 'v"M' ENCINITAS COMMUNITY PARK 10630 -G "' T : RECORD FROM COUNTY OF SAN DIEGO VERTICAL /1IV/� RLA NO. 4096 LAYOUT TABLES -BID ALT. $B ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -2.$ SHEET173 OF201 PLANNING CASE NO: 04_197 MUP/DR /CDP/EIA °m N n a b� �m N mQ Q� OU Z UQ O Z o=oo � Z b b Q N D< O UFO UO¢� ZO OMZ Z p 0< W � XNZQO K M o 0_ if £0 as d 1 ng8 F! S� Y } d O* d �Q 8� i� r i �n POINTS LINE TABLE POINT # NORTHING EASING POINT # NORTHING EASONG POINT # NORTHING EASTING POINT # NORTHING EA311NG POINT # NORTHING EASTING PINT # NORTHING EA31NG 1 57751.5773 45299.4467 82 57539.9579 45319.3900 163 57541.2044 45486.3306 244 57664.1674 45401.8671 325 57588.1485 45491.0935 406 57678.6512 45472.6864 2 57709.5126 45302.4574 63 57664.3671 45359.1616 164 57541.6108 45435.3119 245 57692.7906 45463.2922 326 57605.3735 45483.7136 407 57672.5290 45468.7312 3 57754.2103 45338.2328 84 57599.7107 45398.3032 165 57538.9228 45403.1710 248 57686.7442 45470.2899 327 57803.5646 45464.4704 408 57670.6293 45485.7996 4 57722.6163 45338.4942 BS 57656.6692 45328.2127 166 57533.9900 45373.3219 247 57658.1296 45413.5588 328 57591.7016 45454.1907 409 57669.4653 45459.0710 5 57734.4690 45324.0804 86 57580.7660 45417.6067 167 57536.8470 45369.4328 248 57659.2821 45429.6749 329 57590.5728 45438.4049 410 57670.4357 45455.2625 6 57734.1123 45319.0932 87 57594.0240 45480.9360 166 57543.1441 45350.5171 249 57845.9191 45402.9779 330 57583.0054 45447.1378 411 57655.3012 45464.3960 7 57722.1429 45319.9490 66 9615.0827 45428.5532 169 57542.0115 45329.1201 250 57629.8031 45404.1303 331 57593.6374 45453.2217 412 57656.0470 45462.6837 8 57722.4995 45324.9363 89 57531.5536 45483.1503 170 9540.0893 45329.2575 251 57619.2222 45416.3409 332 9592.4250 45436.2673 413 57656.1294 45463.8355 9 57710.6425 45322.8846 90 57586.1999 45383.6211 171 57539.7570 45324.6094 252 57620.3746 45432.4570 333 57594.1370 45436.8417 414 57652.4830 45465.0958 10 57709.0408 45295.8584 91 57698.3070 45474.7663 172 9529.8947 45326.8926 253 57632.5852 45443.0379 334 9595.8490 45437.4162 415 57650.8267 45466.2168 11 1 57689.4372 1 45297.2602 92 1 57693.8970 45409.7682 1 173 57530.1148 45329.9708 254 57644.8132 45442.1635 335 57597.5610 45437.9906 1 416 57656.3676 45452.1369 12 57689.6378 45302.8630 93 57590.6331 45334.8632 174 57529.7824 45325.3226 255 9646.8081 45442.0209 336 57603.5063 45426.0287 417 57656.1536 45449.8733 13 57692.5722 45299.0411 94 57544.1956 45349.6628 175 57528.0424 45325.4471 255 57648.7012 45441.8855 337 57503.3384 45423.6730 418 57648.1740 45450.4439 14 57707.1685 45297.9960 95 9541.8094 45361.6480 176 57527.0426 45325.5185 257 57656.5174 45435.9195 338 57610.8545 45425.5057 419 57648.3880 45453.4362 15 57689.9092 45303.8606 96 57551.6424 45351.7196 177 57525.1343 45325.6550 258 57648.9975 45444.5977 339 57610.9737 45427.1714 420 57639.1969 45451.0858 16 9690.1594 45314.3711 97 9544.1440 45344.9238 176 57525.4667 45330.3031 259 57654.9782 45437.7469 340 57611.0928 45428.8383 421 57639.4109 45454.0782 17 57691.3358 45323.8124 96 57543.3398 45342.0661 179 57559.2155 45409.6378 260 57681.5762 45409.8973 341 57605.1246 45429.2620 422 57646.0259 45459.1234 18 57691.4071 45324.8098 99 57543.6844 45338.4951 180 9541.6573 45307.7171 261 57678.8384 45410.0931 342 57609.9792 45413.2644 423 57645.6969 45459.88135 19 57680.9321 45304.5030 100 57547.3635 45294.6863 181 57560.8160 45432.0811 262 57685.2496 45487.4210 343 57602.6538 45414.0983 424 57646.1559 45476.1072 20 57681.3613 45324.5256 101 57545.9290 45295.4171 182 57544.4051 45324.2770 263 57708.4154 45435.2447 344 57611.9605 45403.3560 425 57647.0591 45468.7389 21 9680.6636 45315.0487 102 57531.4520 45310.5160 183 95443375 45328.9252 264 9702.2047 45411.5177 345 57615.7318 45406.6258 426 57659.0693 45474.4319 22 57683.3818 45336.7611 103 57530.1652 45313.5306 184 9543.0090 45329.0488 265 57708.6907 45411.0539 346 9621.0834 45400.4500 427 57659.1228 45475.1800 23 57691.9320 1 45345.1702 108 1 57553.9233 45322.9034 1 185 57532.8770 45372.0342 288 1 57708.2048 45432.2995 1 347 1 9624.1063 45403.0694 1 428 57659.5745 1 45481.499 24 57682.4551 45332.6121 105 57572.6342 45308.3197 186 57529.2437 45378.0175 267 57692.6132 45391.8141 348 57627.3807 45399.2908 429 57646.6075 45482.4231 25 57662.8474 45338.2981 106 57556.1334 45331.4941 187 57527.5342 45376.9794 268 57669.3546 45394.2291 349 57634.1697 45398.8053 430 57659.0267 45467.8848 26 9666.4958 45333.9532 107 57577.1228 45336.0774 186 57758.7290 45334.0915 269 57597.4435 45396.3388 350 57633.7418 45392.8206 431 9662.4436 45491.0568 27 57666.8881 45339.4392 108 5799.7041 45331.7225 169 57751.9434 45332.5717 270 57657.1129 45410.0313 351 57641.6506 45398.2704 432 57661.0236 45487.7424 28 57659.1397 45340.4946 109 57576.4030 45311.3655 190 57754.4133 45339.0720 271 57544.7321 45399.3029 352 57641.2227 45392.2857 433 57661.2559 45491.1410 29 57659.7103 45348.4742 110 57586.4627 45320.1804 191 57756.3572 45300.9560 272 57631.6936 45364.1797 353 57637.8912 45392.5239 434 57661.3406 45492.1382 30 57659.2824 45342.4895 111 57565.7522 45337.7973 192 57754.5101 45308.1316 273 57664.0105 45354.1744 354 9641.0085 453892900 435 57644.9569 45490.8939 31 9652.3002 45342.9887 112 9800.8363 45352.9064 193 57723.6851 45339.4203 274 57676.3365 45356.3058 355 57639.3427 45389.4092 436 57684.7936 45489.4581 32 57652.7281 45348.9735 113 9604.1107 45349.1277 194 57724.3966 45349.3710 275 57675.9799 45353.3185 356 57637.3917 45385.5385 437 57684.8650 45490.4556 33 57652.1575 45340.9938 114 57599.3046 45351.5791 195 57714.4221 45350.0843 275 57696.6213 45353.8476 357 57635.2272 45385.5932 430 57682.7385 454137.5000 34 57641.4459 45339.5842 115 57576.5313 45363.6498 196 57715.1373 45360.0872 277 57702.9897 1 45359.3660 358 57634.7280 45378.7111 439 57644.6011 45499.9434 35 57641.5885 1 45341.5791 116 1 57576.6759 45365.6714 1 197 57713.3533 45349.1582 278 1 57704.5205 45360.7744 359 1 57636.8924 45378.5563 1 440 57643.8196 1 45488.9701 36 57625.6293 45342.7203 117 9538.6603 45368.3698 196 57723.3991 45349.4423 279 9702.4378 4538].9233 360 57638.5582 45378.4372 441 9633.84413 45489.6833 37 57625.4666 45340.7254 118 57553.6198 45378.9217 199 57723.3278 45348.4449 280 57695.2121 45349.9800 361 57640.6453 45378.2879 442 57634.6313 45500.690 38 57637.6780 45305.5952 119 57559.3423 45375.0416 MID 57714.05135 45359.1511 281 57704.4169 45351.2851 362 57640.4319 45375.2955 443 57633.6330 45500.7270 39 57708.8981 45293.8635 120 57551.8669 45375.5761 201 57712.0020 45359.3088 282 57704.2994 45357.6545 363 57639.6533 45370.3384 444 57632.9903 45491.7492 40 57687.2996 45295.4079 121 57551.7217 45373.5449 202 57705.0263 45359.8076 283 57711.9310 45357.3088 364 9637.4889 45370.4932 445 57617.7776 45492.8382 41 57708.5415 45288.8763 122 57534.0961 45374.8053 203 57705.5969 45367.7873 284 57711.2157 45347.3059 365 57636.0572 45366.8753 446 57617.6348 45490.8433 42 57676.9685 45291.1339 123 57561.3246 45402.7634 204 57709.8810 45388.5842 285 57721.1903 45346.5926 366 57634.3914 45366.9944 447 57616.4854 45490.9256 43 57677.4578 45298.1151 124 57553.7181 45401.4550 205 57712.5730 45367.2884 205 57720.4787 45336.6421 367 9635.13432 45363.8830 440 57615.7291 45480.349 44 57637.6904 45300.9604 125 57561.1337 45407.8909 206 57707.6555 45382.5550 287 57756.5915 45332.2390 368 57638.6630 45356.4881 449 57616.7265 45480.2772 45 57637.5477 45298.9655 126 9565.0653 45406.0049 207 57706.7051 45382.6242 288 57752.0727 45334.3807 369 57631.1621 45357.0231 450 9616.4412 45476.2874 46 9675.3302 45296.2638 127 57565.4568 45412.9036 206 57701.1276 45382.4345 289 57691.2856 1 45349.2240 370 9631.0400 45355.0358 451 9615.4438 45476.3588 47 57637.1911 1 45293.9782 128 1 57564.3807 45427.2750 1 209 57703.1640 45362.8761 290 57749.7251 45301.5844 371 1 57638.1999 45350.0123 452 57607.7511 45480.9203 40 57664.9991 45291.91398 129 57562.0136 45420.9045 210 57704.5551 45402.3264 291 57649.4924 45338.1767 372 57615.4541 45355.1502 453 57608.5089 45491.4966 49 57664.4998 45285.0076 130 57557.8537 45425.7051 211 57704.1985 45397.3394 292 57631.4533 45330.9145 373 57612.7165 45357.5206 454 57606.7535 45480.9903 50 57674.6309 45269.2817 131 57566.0490 45442.2161 212 57701.2061 45397.5533 293 57629.8914 45323.6382 374 57591 45376.2878 455 57606.4676 45477.0005 51 9708.3989 45286.8814 132 57568.7210 45444.5314 213 9798.0498 45402.0766 294 57631.7353 45322.3037 375 57588.6764 45360.7495 456 57607.4651 45476.9292 52 57708.0423 45281.6941 133 57558.9633 45441.2232 214 57712.1318 45459.1766 295 57637.5234 45307.6099 376 57598.6074 45364.2386 457 57606.7832 45467.4133 53 57708.8971 45279.13279 134 57561.5357 45443.5449 215 57713.1293 45459.1052 295 57681.0750 45306.500B 377 9615.5300 45403.8046 458 57609.1125 45466.6315 54 57707.8996 45279.8992 135 57570.2376 45465.7409 216 57692.0663 45455.4638 297 57596.9239 45323.2897 378 57630.3007 45386.7589 459 57614.6161 45464.7845 55 57662.3622 45283.1554 136 57589.5850 45405.4074 217 9680.1645 4547LOD25 298 57600.9684 45351.2270 379 57628.2967 45358.7332 460 57598.4769 45450.7993 56 57652.5303 45285.8635 137 57562.7595 45459.2609 218 57673.1171 45466.1790 299 57615.0613 45343.8464 380 57639.2522 45423.0079 461 57610.2376 45458.3439 57 57636.6918 45286.9960 138 57563.4534 45468.9652 219 57603.5842 1 45358.4352 300 57625.3207 45341.9103 381 57660.0656 45412.5899 462 57600.4127 45449.8304 58 57852.0311 45278.8813 139 57545.4886 45460.3167 220 57709.0437 45402.00.55 301 1 57551.7623 1 45402.4340 382 57661.3351 45430.3585 463 57599.5150 45438.6743 59 57677.7997 1 45277.0387 140 1 57555.0801 45461.7095 221 57671.6197 45457.3373 302 57549.8566 45375.5027 383 1 57711.2147 45485.4064 464 57616.8371 1 45453.7820 60 57677.6571 45275.0438 141 57543.5682 45460.2669 222 57706.9749 45401.0078 303 57535.1873 45376.7323 384 57706.3283 45480.2755 465 57625.7595 45440.4312 61 57649.8935 45277.0291 142 57545.8232 45462.3714 223 57709.6309 45385.095 304 57559.9596 45420.2208 385 9704.4869 45482.5590 466 9623.4066 45446.2006 62 9650.3928 45284.0112 143 57543.0143 45442.3498 224 57702.0609 45395.4871 305 57555.7997 45425.0214 386 57705.1974 45479.2899 467 57619.3351 45488.7166 63 57636.5492 45285.0011 144 57540.5532 45440.4991 225 57706.8385 45413.1914 305 57557.0275 45442.1922 387 9702.9170 45481.956 460 57643.9225 45485.9569 64 57636.0499 45278.0190 145 57543.4741 45437.6631 226 57693.5393 45390.7453 307 57559.6999 45444.5138 388 57703.8452 45477.7914 469 57642.6643 45469.3260 65 57607.2252 45325.5795 146 57542.2319 45436.0957 227 57707.7268 45383.5528 308 57560.7571 45459.2985 389 57701.2736 45480.4703 470 57644.6506 45467.9817 66 57594.4562 45323.1616 147 57543.1287 45464.0290 228 57691.5444 45390.88130 309 57541.8703 4549.4007 390 57710.1449 45461.2319 471 9643.6547 45454.0253 67 57593.2719 45335.8714 148 57541.8458 45465.5634 229 57692.1863 45399.8650 310 57582.7137 45471.0996 391 57710.0729 45458.4241 472 57643.4234 45450.7836 Be 57597.9032 45319.4375 149 57574.2048 45478.2617 230 9694.1812 45399.7224 311 57570.1245 45464.1603 392 9585.5324 45449.9034 473 9642.9984 45444.79913 69 57596.3232 45317.5194 150 57564.7677 45487.3456 231 1 57694.3238 45401.7173 312 57570.8986 45443.4413 393 57682.3052 45460.3147 474 57682.1801 45405.3427 70 57583.4711 45345.9182 151 57575.3246 45493.8736 232 57692.3289 45401.8599 1 313 57567.9848 1 45441.2471 394 57677.6661 45450.3596 475 57681.6451 45397.8618 71 9593.9803 1 45311.4769 152 1 57572.4620 45492.8639 233 9692.90B 45410.8370 314 57566.3696 45425.6719 395 1 57678.0633 45448.1321 1 476 57674.6992 45405.976 72 57591.9754 45309.2317 153 57539.4425 45402.3167 234 9694.9657 45410.6944 315 57576.6164 45394.6806 396 9675.0605 45449.6412 477 57686.9696 45409.5102 73 57579.7565 45295.3357 154 57534.7587 45373.9614 235 57663.9505 45395.1898 315 57576.9695 45399.5178 397 98134 .7424 45447.6471 470 57593.7757 45499.5691 74 57582.9394 45298.5365 155 57583.3016 45493.3009 236 57670.5316 45410.6871 317 57563.2604 45401.7944 398 57687.4088 45448.4672 479 57593.2760 45492.5870 75 57591.5107 45315.8864 156 57581.9476 45474.4053 237 57673.5153 45358.5075 318 57562.0780 45381.7536 399 57692.9979 45453.0984 490 57606.9120 45493.6160 76 57586.6362 45349.3398 157 57584.2991 45493.2314 238 57665.6127 45393.0523 319 57589.7264 45383.3689 400 57694.4372 45455.9302 481 57594.7732 45499.497 77 57563.7817 45360.0768 158 57585.0844 45504.2033 239 57672.3839 45409.5495 320 57591.8522 45407.3721 401 57694.9358 45462.9371 462 57660.1689 45489.8095 78 57550.4559 45345.2150 159 575134.0869 45504.2746 240 57584.8520 45407.6580 321 57601.2644 45422.9893 402 57694.1721 45465.3730 463 57645.5985 45499.8705 79 57581.5945 45343.9634 160 57583.3730 45494.3002 241 57671.4923 45396.0814 322 57595.6306 45429.5137 403 57689.5895 45470.9613 484 57594.4163 45494.5105 80 57563.5316 45353.1011 161 57575.3960 45494.8711 242 57674.1643 45398.3967 323 57594.3211 45431.0252 404 57686.3326 45472.5699 61 9560.0082 45311.4153 162 575713941 1 45493.6105 1 243 1 96135.1615 1 45403.8026 324 1 57580.9514 45446.4541 405 9681.0399 45473.1525 * CONTRACTOR RESPONSIBLE FOR SURVEY WORK CURVE TABLE LINE TABLE DELTA LIFE I LENGTH I BEARING L4 1 15.81 1 S85 °543608 L5 1 15.81 1 S85°54'36nm CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD CHORD BEARING Cl 228°113'55' 13.00 51.80 23.72 537 °56'OTE C2 95 °19'41' 6.00 9.98 8.87 575 °3422 'W 03 221 °5016' 11.50 44.53 21.48 1\12 °19T 'E C4 78 °3054' 4.00 5.48 5.06 S59 °20'37E C5 158°15510' 10.50 29.00 20.62 58747'20W C6 74 °33'36° 4.00 5.21 4.85 N38- 56.39 -E C7 101°18518' 3.84 6.79 5.94 S71 °41'271E 08 1m°48'44° 8.00 14.08 12.33 N71 °56109'W C9 47 °12'12" 16.00 13.18 12.81 S45 °0753E C10 132 °51'45' 17.00 39.42 31.16 NO2-1 8106-W C11 76 °11'48° 5.82 7.74 7.19 S2G°0T52 °W C12 89°3352' 2.82 4.41 3.37 S75 °44'13'£ C13 93 °24'38' 9.00 14.67 13.10 N73 °48'5UW C14 37 °12'12' 22.00 14.29 14.04 S45 °42'371E C15 107 °57'48" 20.00 37.69 32.35 N10 °19'49'W 016 56°25'11' 8.17 6.05 7.73 S15 °2690W 017 22 °24'03' 41.00 16.03 15.93 182 °53'23'W 018 193 °21'56° 9.00 30.37 17.00 91 °35'13'£ C19 158°0053' 34.00 93.77 66.75 S11 °08'43'£ C20 45 °52'19" 23.00 18.41 17.93 N44 °55'34'£ NOTE: COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITH ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CITY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OF TANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET 1' -0" AWAY FROM THE BANK/ TRANSITION TO DETERMINE THE LOCATION OF THE KEY JOINT. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER THE LOCATION OF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS. UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS �QEO ANDSC pF � PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY ® CF1LL. a`r'e` e"i' &99n .'y y AMON Sport Development, LLC. 811 v a e 6965 El Carlsbad. CA 92 Reel. 105609 Toll Fre: CA 77)43 Tall Free: 1(877)<134ACTI0N TWG WORKING DAYS SIGN DATE t9tE er cniteoP�e Fax: 1(760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.AcNOnSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I N DRAWN !CHECKED W7 I PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 FLANS PREPARED UNUI =K SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4MM2 ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY OF SAN DIEGO VER RLA NO. 4096 TICAL LAYOUT TABLES -BID ALT. 5C ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -2.13 SHEET174 OF201 PLANNING CASE NO: 04_197 MUP/DR /CDP/EIA °m N M a �m N mQ a� U U Z U< O Z R 0 0 - 0 Z b 0<" 0 0 O ) OUZ UO¢� ZO Z p 0< on W � X N ZQ O K M o 0_ R 3� $0 00 yid D 8 k� ESE� OY } �m �u �3 i? 8 Y, i� r =S �n L-1 I� TL 181.2 C 180.25 +1 TL 181.15 TL 181.55 .60 TCTC 1 1 p _i ll�ll�ll B� 70 \ ]].65 MEP 12 TC 180.20 I r - - - -,. TL 181.43 TL 182.6C L - - - -J r \ 1 79. / ........ 181.1 179.80 p 177 60 1 1177.7 y 7E 177.70. t 177`C I 180.05• �181.35 181.30• / TL 183.30 183.75 TL 181.]5 1 1]9.50' B� 1is.m ns.Do TL 178.20 TC 177.45 17C \\ TL 178.10 177.40 TC 177.35 177.35 178.35 179.40 1 U.9 / 79.. 00 I 1 9.50 TC 17 00 7.2 CIVI v TL 182.66 18&00 1 TL 182.05 80.10 5• 1 1 1 �20 I 179.10 ,i 179.00 179 _\TL 181.OS x TC 179.05 1 RE 178.8 E SEE CIVI > / \iB i iB 1 IE TC 177. iV C l 1 IE SEE CIVIL 17 7 1]8.50 1 .55 � 1 � • 1 i n.4s 1 1 1 1 1 •` -__- _ -_ -_ _ _ - - 50' 1 77.50 _ _ ______127. •_- B p 0 • ` B� f t 80.50 178.45 178.50• r 1 JJj 81.00 L TC R �C 1 L 1 GRADING LEGEND TW TOP OF WALL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. BW BOTTOM OF WALL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TR TOP OF RAIL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. BE BOTTOM OF RAIL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TC TOP OF CONCRETE ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TL TOP OF LEDGE ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TORADIUS OF WALL. REFER TO SECTION SHEETS 4.14.7 FOR PROFILE VIEW. QBANK {MBANKMENT WALL WITH SLOPE AND RADII AT BASE. REFER TO SECTION SHEETS 4.14.7 FOR PEOPLE VIEW. 1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY SKATE PARK ARCHITECT IN THE FIELD. 2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED. 3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%. WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS AND FOLLOW OVERALL DESIGN INTENT. 4. Al AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED. 5. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCING WORK. 6. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES. 7. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO BE USED FOR EARTHWDRK TOLERANCES FOR APPROVAL BY THE CITY. B. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION AND WATER SATURATION AT ALL TIMES USING APPROPRIATE CONSTRUCTION METHODS. AND LOSS OF SOIL PROFILE DURING CONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SUIL COMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL. 9. THE DRAINS IN THE SKATE PARK HAVE PERFORATIONS IN THE PORRON BELOW THE CONCRETE DECK TO AVOID ANY HYDROSTATIC LIFT POTENTIAL. SURVEY NOTES 1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND PROPERTY LINES IN ORDER THAT THE EXACT LINES OF CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED. BRING ANY DISCREPANCIES TO THE CITY IMMEDIATELY BEFORE PROCEEDING WITH WORK. 2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH PROJECT OWNER'S REPRESENTATIVES AND SKATE PARK ARCHITECT. 3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL POINTS WHICH MAY BE LOST OR DESTROYED DURING CONSTRUCTION. O' 5' IT X20 I IjCUI�.�,�\ \�'�IITJTIII I I� I ■ - Scale: 1 "- 10-0 UNDERGROUND S/E�RMCIE CALL: SAN ELIJO JOINT POWERS �QEO ANDSC pF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ® CALL. a`r'e` e"i' &99n .'y y AMON Sport Development, L-C. 811 v a 6965 El . CA Camino Reel. 105609 Toll Free: CA 77)43 ' J Tall Free: 1B77)434-ACTON TWO WORKING DAYS SIGN DATE 191E er cnileoP�e Fax: 1(760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.AcOanSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I " W" TAFF !CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ED DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4MM2 ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VERTICAL y�'�" RLA NO. 4096 GRADING &DRAINAGE PLAN -BID ALT. 5A ELEVATION: 215.640 DATUM:NGVD 29 I MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -3.1 SHEET175 OF201 PLANNING CASE NO: 04_197 MUP/DR /CDP/EIA SYMBOL DESCRIPTION ® DRAIN INLET DIRECTION OF FLOW F.L. FLOWUNE LE. INVERT ELEVATION R.E. RIM ELEVATION FINISH GRADE CONTOUR B.G. - BREAK IN GRADE F.L. - FLOWUNE OF SWALE uuu• RETAINING WALL TURNDOWN WALL TW TOP OF WALL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. BW BOTTOM OF WALL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TR TOP OF RAIL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. BE BOTTOM OF RAIL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TC TOP OF CONCRETE ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TL TOP OF LEDGE ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TORADIUS OF WALL. REFER TO SECTION SHEETS 4.14.7 FOR PROFILE VIEW. QBANK {MBANKMENT WALL WITH SLOPE AND RADII AT BASE. REFER TO SECTION SHEETS 4.14.7 FOR PEOPLE VIEW. 1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY SKATE PARK ARCHITECT IN THE FIELD. 2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED. 3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%. WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS AND FOLLOW OVERALL DESIGN INTENT. 4. Al AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED. 5. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCING WORK. 6. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES. 7. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO BE USED FOR EARTHWDRK TOLERANCES FOR APPROVAL BY THE CITY. B. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION AND WATER SATURATION AT ALL TIMES USING APPROPRIATE CONSTRUCTION METHODS. AND LOSS OF SOIL PROFILE DURING CONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SUIL COMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL. 9. THE DRAINS IN THE SKATE PARK HAVE PERFORATIONS IN THE PORRON BELOW THE CONCRETE DECK TO AVOID ANY HYDROSTATIC LIFT POTENTIAL. SURVEY NOTES 1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND PROPERTY LINES IN ORDER THAT THE EXACT LINES OF CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED. BRING ANY DISCREPANCIES TO THE CITY IMMEDIATELY BEFORE PROCEEDING WITH WORK. 2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH PROJECT OWNER'S REPRESENTATIVES AND SKATE PARK ARCHITECT. 3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL POINTS WHICH MAY BE LOST OR DESTROYED DURING CONSTRUCTION. O' 5' IT X20 I IjCUI�.�,�\ \�'�IITJTIII I I� I ■ - Scale: 1 "- 10-0 UNDERGROUND S/E�RMCIE CALL: SAN ELIJO JOINT POWERS �QEO ANDSC pF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ® CALL. a`r'e` e"i' &99n .'y y AMON Sport Development, L-C. 811 v a 6965 El . CA Camino Reel. 105609 Toll Free: CA 77)43 ' J Tall Free: 1B77)434-ACTON TWO WORKING DAYS SIGN DATE 191E er cnileoP�e Fax: 1(760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.AcOanSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I " W" TAFF !CHECKED PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ED DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4MM2 ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VERTICAL y�'�" RLA NO. 4096 GRADING &DRAINAGE PLAN -BID ALT. 5A ELEVATION: 215.640 DATUM:NGVD 29 I MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -3.1 SHEET175 OF201 PLANNING CASE NO: 04_197 MUP/DR /CDP/EIA Rp >; �o fio a� k� EsEt OY } �m �u �3 8 Y, i� r i$ �n CHANGE 1` 180.90 Bo.so ■ TL I W "ItlG.`JIJ GRADING LEGEND TC 180.70 81.45 BG i i 180.65 SYMBOL DESCRIPTION I I I I 1 1 1` 180.90 Bo.so ■ TL I W "ItlG.`JIJ GRADING LEGEND TC 180.70 81.45 BG 180.65 SYMBOL DESCRIPTION GRADING 6 DRAINAGE SHEET NOTE MASTER I 1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY pRAIN INLET SKATE PARK ARCHITECT IN THE FIELD. L 1132.60 2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS DIRECTION OF FLOW OTHERWISE NOTED. 180.60 3 ALL % 181.45 F.L. FLOWLINE WATER MUST RAIN OWARDS DIRECTION OF FLOW ARROWS 81.50 7180G55' AND FOLLOW OVERALL DESIGN INTENT. - 94. LE. INVERT ELEVATION 4. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE 180.50 GRADED. 1 80.50 R.E. RIM ELEVATION 5. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO qE 1130 35 COMMENCING WORK. IE BEE CIVIL x diiiim iiiiiiiiim ® ® FINISH GRADE CONTOUR 6. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES. TL 181.83 1 7. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH 1 B.G. -BREAK IN GRADE TEMPLATES CUT TO THE SPECIFIED RADII / ANGLE. CONTRACTOR 1 TR 183.03 I TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO I TC 180.45 TL 1 83.11 F.L. - FLOWLINE OF 5VVALE BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY THE 180.45 CITY. I 180.45 180.45 RETAINING WALL S. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION / AND WATER SATURATION AT ALL TIMES USING APPROPRIATE TL 1 Bfi 116 / TURNDOWN WALL CONSTRUCTION HALL BE REPLACED WITH APPROPRIATE SOIL 183.45 1 83.45 183.45 COMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL. TR 166 03 9. THE DRAINS IN THE SKATE PARK HAVE PERFORATIONS IN THE TC 163.45 / PORTION BELOW THE CONCRETE DECK TO AVOID ANY TL 184.70 TW TOP WALL ELEVATION BASED HVDRDSTATIC UFT POTENTIAL. 183.15 TW TC 163.45 T6 +000.0.O 0 ELEVATION AT ADJACENT SITE GRADE. SURVEY NOTES TL 1 84.65 1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND TC 183.35 B L - - - - J BW BOTTOM OF WALL ELEVATION BARED ON PROPERTY LINES IN ORDER THAT THE EXACT UNES OF TW 184,00 A ELEVATION AT ADJACENT SITE CONSTRUCTION LIMITS GRADES MAY BE DETERMINED. BRING GRADE. GRADE. THE ANV DISCREPANCIES TO THE CITY IMMEDIATELY BEFORE PROCEEDING WITH WORK. TR TOP OF RAIL ELEVATION BASED ON A 2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH 183.20 180.10 +000.00 ELEVATION AT ADJACENT SITE PROJECT OWNER'S REPRESENTATIVES AND SKATE PARK GRADE. ARCHITECT. BR BOTTOM OF RAIL ELEVATION BASED ON A 3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE +000.00 ELEVATIDN AT ADJACENT SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS DURING GRADE. ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL POINTS 77 WHICH MAY BE LOST OR DESTROYED DURING CONSTRUCTION. ' 1 TC TOP OF CONCRETE ELEVATION BASED ON 104.25 TL 183. T A +000.00 ELEVATION AT ADJACENT SITE - - - - 182.00 GRADE. RE 182. 179.60 IE SEE CIVIL TL TOP OF LEDGE ELEVATION BASED ON A ` +000.00 ELEVATION AT ADJACENT SITE GRADE. /0\ T� B ® BANK - EMBANKMENT WALL WITH SLOPE 184.25 TIL i \ AND RADII AT BASE. REFER TO SECTION \ TW 185.7 177.80 SHEETS 4.8 -4.10 FOR PROFILE VIEW. \ I 183.00 i I 183.20 I 177.75 / mw 183.1 _ MATCH LINE SEE SP -3.3 ICALL: 811 WORKING DAYS DESCRIPTION APPROVED I DATE OF 5' 10' 20' Scale: 1 Scale: -1� 4N ELIJO JOINT POWERS y�QanegsF990 PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT UIHVKIIY .�', y ACTION Sport Development, L-C. e 6965 El Camino Real. 105 -609 vaona Collared. CA 77)43 Tall Free: CA 92004ACTION SIGN DATE t9tE or nileoP�e Fax: 1(760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE www.AndanSportDeeign.com BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DIESIG " 7D EII 1 MR TAVP " K PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4MM2 ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM couNTr of SAN DIEGO VERTICAL RLA NO. 4096 GRADING &DRAINAGE PLAN -BID ALT. 5B ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -3.2 SHEETV6 OF201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA h $n Cy� i CYY� b 0 fio a� a k� ESE� OY } 0 d U aT 8 i� r i �n k MATCH LINE SEE SP -3.2 GRADING LEGEND SYMBOL DESCRIPTION © DRAIN INLET DIRECTION OF FLOW F.L. FLOWUNE I.E. INVERT ELEVATION R.E. RIM ELEVATION FINISH GRADE CONTOUR B.G. - BREAK IN GRADE F.L. - FLOWUNE OF SWALE ouo• RETAINING WALL TURNDOWN WALL TA/ TOP OF WALL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. BW BOTTOM OF WALL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TR TOP OF RAIL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. BR BOTTOM OF RAIL ELEVATION BASED ON A +000.0[1 ELEVATION AT ADJACENT SITE GRADE. TC TOP OF CONCRETE ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TL TOP OF LEDGE ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. QB BANK -EMBANKMENT WALL WITH SLOPE AND RADII AT BASE. REFER TO SECTION SHEETS 4.84.10 FOR PROFILE NEW. GRADING S DRAINAGE SHEET NOTE MASTER 1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY SKATE PARK ARCHITECT IN THE FIELD. 2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED. 3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1 %. WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS AND FOLLOW OVERALL DESIGN INTENT. 4. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED. 5. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCING WORK. B. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES. 7. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY THE CIry. B. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EPOSION AND WATER SATURATION AT ALL TIMER USING APPROPRIATE CONSTRUCTION METHODS. AND LOSS OF SOIL PROFILE DURING CONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL. 9. THE DRAINS IN THE SKATE PARK HAVE PERFORATIONS IN THE PORTION BELOW THE CONCRETE DECK TO AVOID ANY HYDROSTATIC LIFT POTENTIAL. SURVEY NOTES 1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND PROPERTY UNES IN ORDER THAT THE EXACT LINES OF CONSTRUCTION LIMITS AND GRADES MY BE DETERMINED. BRING ANY DISCREPANCIES TO THE CITY IMMEDIATELY BEFORE PROCEEDING WITH WORK. 2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH PROJECT OWNER'S REPRESENTATIVES AND SKATE PARK ARCHITECT. 3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL POINTS WHICH MAY BE LOST OR DESTROYED DURING CONSTRUCTION. O 5 10 20' Scare: 1' = 1� D� UNDERGROUND SERVICE CALL: SAN ELIJO JOINT POWERS �QEO ANDSC pF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ® CALL. a`r'e` e"i' &99n .'y y ACTION Sport Development, LLC. 811 v a e 6965 El . CA Camino Reel. 105609 Toll Free: CA 77)43 Tall Free: 1(877p134ACTI0N TWO WORKING DAYS SIGN DATE t9tE er cniteoP�e Fax: 1[760)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU I vuwva.AcdanSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIG " W" BYFF " K PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: oC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET c -0.1 HORIZONTAL DATE: """"' ENCINITAS COMMUNITY PARK 10630 -G : RECORD FROM COUNTY of SAN DIEGO VERTICAL y�'�" RLA NO. 4096 GRADING &DRAINAGE PLAN -BID ALT. 5B ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -3.3 SHEET177 OF201 PLANNING CASE NO: 04 -197 MUP/DR /CDP/EIA a x� $g L" S� fio ba sfi G b ppi8 3� Y $m 0 on t 6 O '1 $o F: u E �< i4 0 7 s3 �n GRADING LEGEND SYMBOL DESCRIPTION GRADING S. DRAINAGE SHEET NOTE MASTER ® DRAIN INLET 1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY SKATE PARK ARCHITECT IN THE FIELD. 2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS DIRECTION OF FLOW OTHERWISE NOTED. 3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1 %. F.L. FLOWUNE WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS AND FOLLOW OVERALL DESIGN INTENT. I.E. INVERT ELEVATION 4.AII AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED. R.E. RIM ELEVATION 5. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCING WORK. FINISH GRADE CONTOUR 6. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES. B.G. - BREAK IN GRADE 7. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO F.L. - FLOWUNE OF SWALE BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY THE CITY. uuu• RETAINING WALL B. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION AND WATER SATURATION AT ALL TIMES USING APPROPRIATE CONSTRUCTION METHODS. AND LOSS OF SOIL PROFILE DURING TURNDOWN WALL CONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS TO MATCH LESS SOIL. SUMP DISCHARGE, REFER TO DETAILS 9. THE DRAINS IN THE SKATE PARK HAVE PERFORATIONS IN THE PORTION BELOW THE CONCRETE DECK TO AVOID ANY 4S� SUMP PUMP, REFER TO DETAILS HYDROSTATIC UFT POTENTIAL. SURVEY NOTES 1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND PROPERTY UNES IN ORDER THAT THE EXACT UNES OF TIN TOP OF WALL ELEVATION BASED ON A CONSTRUCTION UMITS AND GRADES MAY BE DETERMINED. BRING +000.00 ELEVATION AT ADJACENT SITE ANY DISCREPANCIES TO THE CITY IMMEDIATELY BEFORE GRADE. PROCEEDING WITH WORK. 2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH BW BOTTOM OF WALL ELEVATION BASED ON PROJECT OWNER'S REPRESENTATIVES AND SKATE PARK A +000.00 ELEVATION AT ADJACENT SITE ARCHITECT. GRADE. 3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE TR TOP OF RAIL ELEVATION BASED ON A WORK AND PROTECT ALL PERMANENT REFERENCE POINTS DURING +000.00 ELEVATION AT ADJACENT SITE ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL POINTS GRADE. WHICH MAY BE LOST OR DESTROYED DURING CONSTRUCTION. BR BOTTOM OF RAIL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TO TOP OF CONCRETE ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. TL TOP OF LEDGE ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE. RORADIUS OF WALL. REFER TO SECTION SHEETS 4.114.13 FOR PROFILE VIEW. BQ BANK -EMBANKMENT WALL WITH SLOPE AND RADII AT BASE. REFER TO SECTION SHEETS 4.114.13 MR PROFILE VIEW. FREEFORM-BLEND ZONE. REFER TO SECTION SHEETS 4.114.13 FOR PROFILE VIEW. G s 10' 20y Scale: 1 Scale: 1 "= 1CC' UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS L^NgS�Apt. PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT PEO �� CALL: �� z;,o °� "�s . ACTION Sport Development, U.C. ® 6965 El Gamine Real. 105609 811 v ns 2 Carlsbad, G492009 vgrF Tall Free: 1[8771434 - ACTION /`�"°J�e.� TWO WORKING DAYS SIGN DATE Cr ca�leoP�e Fax: 1(760)268-0189 SIGN DATE SIGN DATE DIRECT�F ENGINEERING DATE ENGINEERING DATE SIGN DATE BE FORE YOU I vmv.Acrion8portOssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I N DRAWN Y: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SU7NO.4096 RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL D ENCINITAS COMMUNITY PARK 10630 =G i RRECORD FROM: couNTV of sAN DIEGO VERTICAL GRADING & DRAINAGE PLAN -BID ALT. 5C ELEVATION: 215.640 DATUM:NGVI�Gyp2229 MICHAEL R. MCINTYRE, RLA EX DATE DATE SP -3.4 SHEET 178OF201 PLANNING CASE NO: 114 -197 MUP/DR /CDP/EIA u 3 N Q�< S G n� bn I P� �m �o bn o �\ i� 4� �a I N a� rc� on UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS Qeo Lxxgsr„1pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylTCV.4<R q�n W y ACTION Sport Developmem, LLC. / 811 : Nsons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 Toll Free: 1(877)'134- ACTION TWO WORKING DAYS SIGN DATE tPrF of 5a I10P"E Far: l(760)26B0189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG wxnv.ActionSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES UENED BY: 1 DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Flu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /n DATE' EMV 2 ENCINITAS COMMUNITY PARK 10630 -G C�1IfI� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09 30 13 DATE DATE SP-4.1 SHEET 17s OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 12's" 1•ff B.. -fi. 35 26 2-0 2i)" CAPPED Ara ME CAPPED NnTN ers.a LEDGE ME DETAIL 4 Z7 2'%6"X6"ANG 1 ANG- SrS.a 21 27 27 DETAIL DEFER TO COPING GETPIL 11 11 2's" 1 B" 26 1.4' 171 117 12 25 � \�25 6" 10' 4 r -7 4' uGHr saNOe�nsm � RELEF PATII TYP. 8 +1 �18 2 2 23 25 4 20 3132 7 6 6 4 1 I 1 SECTION 0" 2' 4' SCALE 2 SECTION 0" 2' 4' SCALE ® ® I {= 1s , = a -a° = 4_ 0° 3132 2 1 7 20 2 562 4 21 9 g 1315 B I II 33� 10 14 9•s•' 3 229 1315 B'{1" 76 O 70 14 ® 2' -T 2' -2" CAPPED LEDGE WITH 11" 1'2" 1'{7' zs4 226 X4ANE 33 3 5' -0" NG DETAILS ® 2 934 3'�" 30 25 2•' 2' -0" e CONCRETE CAPPED 14° 1' -5" sPa.s MORE SEE DETAIL 29 3• -g. 1-0" 4' CPPPEE LEDC£WRH 23q CONC1£IE CAPPED e 2' %9'%4'ANGIE IRON IEDDE SEE DETAIL SPS.5 REFER TO COPING DETAILS - KEY MAP 0" 10' 20' SCALE 3 SECTION 0" 2' 4' SCALE 4 SECTION 0" 2' 4' SCALE ® = 20 _0„ ® 1 ° = 4' -0° ® 1" - 4 -o° CONCRETE GENERAL /SPECIALTY WORK LEGEND CONCRETE WORK TO BE PERFORMED BY SPECIALTY ARCHITECTURAL CONCRETE CONTRACTOR CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR F-1 GET 1'E" SECTION GENERAL NOTES 1'-8^ 1's" 2 ' 2" 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. 1• -B" 2l -2R CONCRETE CAPPED a 5" z.a CARAED DEGREE M111 LEDGE PEE NAIL s�5.5 2' -1" A 2x4 ra' ANGLE IRON 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN BECKONS AND PROFILES. CAPPED LEASE WITH 23 5" 3 PLNCRETECAPFED 2'X4'%4 ANGLE IRCIN PPS 4 2' 1" eras LEDGE PEE DETAIL ENTER TO COPING DETAILS REFER TO COPING DETAILS 1, g. 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: BP-2.1 FOR ACTUAL HORIZONTAL LOCATIONS. •"9' T 4.HNAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY (ASD) ACTION SPORT DEVELOPMENT REPRESENTATIVE. ASG RESERVES THE RIGHT TO 1 4' MAKE FIELD ADJUSTMENTS AS NECESSARY TD FULFILL THE DESIGN INTENT. 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE GOLD JOINT. 1 -9 4ANCif 4" 6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED BY THE 1 -' SKATEPARK LAYOUT PLAN SHEET: SP-2.1 AND THE GRADING & DRAINAGE PLAN SHEET: SPGA. 1' -0" 6" 2 CAPPED STEP WITH 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM PRECISION CONCRETE FORMING, a 3 NL sw ° sue'' LEDGE ME DETAILS TAIL APPLICATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. WTH 2%4X4 S. METAL FABRICATION NOT SHOWN ON SECTIONS -REFER TO MATERIALS PLAN - METALS SHEET FOR TYPE AND LOCATION. ee IRON SEE DETAIL �'0 E�'T LEDGE EEO DETAILS NOTES 5 SECTION 0" 2' 4' SCALE 6 SECTION 0" SCALE meno2r' ! n0m4il UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS Qeo Lxxgsr„1pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylTCV.4<R q�n W y ACTION Sport Developmem, LLC. / 811 : Nsons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 Toll Free: 1(877)'134- ACTION TWO WORKING DAYS SIGN DATE tPrF of 5a I10P"E Far: l(760)26B0189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG wxnv.ActionSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES UENED BY: 1 DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Flu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /n DATE' EMV 2 ENCINITAS COMMUNITY PARK 10630 -G C�1IfI� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09 30 13 DATE DATE SP-4.1 SHEET 17s OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA S Y 0 Sc 1� b° I P� �m �o bn o ING `a« �� i� 4� �a I N a� o 19 on UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. � ACTION Sport Development, LLC. 811 6965 EI Camino Reel. 105 -609 Carlsbad, CA 92009 Toll Free: 1(877)434- ACTION TWO WORKING DAYS SIGN DATE Far: 1(]60)26Ba189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG W .AcdonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Desl EKED 9v: DRAWN EIAFP CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. tu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /� DATE. FA's" ENCINITAS COMMUNITY PARK 10630 -43 RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H•�'� SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09 30 13 DATE DATE SP-4.2 SHEET 16o OF 207 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 14' 0' 9'E" B'-0" 547 35 5'{7' 26 c4TPEO LmLE wnE 2' -2' 11' B" 4" 4' 4 CAPPED EDGE WTA 2'W M' ANGLE IRON x 3 �A 1'{]" 1'-2" 2' -7' 5.4 2 %9'XS ANGLE I REER TO COPING COON 4' REFER TO COPING OUNNS 27 27 27 a CON DETAIL 11 11 1 •' -5' 14' 3'S" 3'E" ePSs E SEE iELGE EE LETNL A2"2" 02" 1711 n17 12 25 1'Fi' 2 RT' q• 4 GPP ®INGGEwnrv� 2'X4W nNGIE IfQJ xs REFER TO COPING CETNIS 18 +1 16 2 2 GPZM 12 23 25 emNGRETE sPS.s lEnl�SMS:TNL 4 20 3132 1 7 5 6 4 7 SECTION 8 SECTION I 16 3132 2 1 7 2 20 2 5 B 4 21 8 9 1315 B I I 1 33 10 14 3 1 1fi'4" 229 1315 6 O 4' -0 " 10 7a ® ]'1{" LECO£wRH 5,-0• gP64 2'%6•X6'ANGIE IRON e 2a a GAPED IEDGEIMTH IRON 33 3 REFFEO REFER TD COPING DETaL 4° a�'4 REFERro COPING DETNLs REREPTO COPT GONE 3 ® 934 2 1 e3 GLTICRETE GAPED 50.5.5 LECGE SEE DELML B" 1 3 CONCRETE CAPPED sW.s IECGE SEE OCTAL 30 35 4' 4' I 1• -0. 6' 29 41.311 6'. q. W2-3" 2'{Y' 30 2'1 11�11 4" 2' GR4D IEWE WITH 2 2•X4 "X4'ANGIEIRON @ REFER TO COPING CETAIM KEY MAP 0" 10' 20' SCALE 9 SECTION 10 SECTION 57-3" 19'-6" 14' -0" 1' -0" 1' -B'• B" LEDGE WTH NOM" ANGLE 5 IRON FLUSH REEA TO sPfi4 DETAIL 11 SECTION CONCRETE GENERAL /SPECIALTY WORK LEGEND SECTION SHEET NOTE MASTER 5. ALL DIMENSIONS AT BDCfDM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE W LD JOINT. 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. F CONCRETE WORK BE PERFORMED By SPECIALTY 6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE SECTIONS O ARCHITECTURAL CONCRETE CONTRACTOR 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEET: SR2.1 AND THE GRADING 6 DRAINAGE PLAN 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.1 FOR ACTUAL HORIZONTAL LOCATIONS. SHEET: SP -3.1. 4.HNIAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY [AGO) ACTION SPORT DEVELOPMENT 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR REPRESENTATIVE. ASO RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT. PRECISION CONCRETE FORMING, APPUCATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. NOTES UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. � ACTION Sport Development, LLC. 811 6965 EI Camino Reel. 105 -609 Carlsbad, CA 92009 Toll Free: 1(877)434- ACTION TWO WORKING DAYS SIGN DATE Far: 1(]60)26Ba189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG W .AcdonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Desl EKED 9v: DRAWN EIAFP CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. tu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /� DATE. FA's" ENCINITAS COMMUNITY PARK 10630 -43 RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H•�'� SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09 30 13 DATE DATE SP-4.2 SHEET 16o OF 207 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA P Y 0 S G 1� ba I P� yL /m S G bn �RE o i� 4� �a I N a� o: l� on PLANNING CASE NO 04 -197 MUP /DR /CDP /EIA ENE I♦ a N µ �m mQ a DO U DO UQ O �<N ad�Tj 0a m x F RLv UOa¢ z ? O m NUQa m w o DO EE LC OE o B'fi" 2' -0^ 2' -0' B" 6•. 4' Try 8' -0" 6" 2' CONCRETE QNPPEO -0• 1• -0'• e3 &K.s LEDGE SEE DETAIL 2.-0, 35 2'£^ 1'-4' 1O' 61 26 1'_i" 1'-0' 4" a CnPPEO LEDGE wmi 2'%6'X6' ANGLE IRON 21 REFER TO COPING C£fNL �5'A 1' -10" 1' -1 D" RR 27 27 LIGHT SANDBLA D 17 11 RELIEF PATTERN' TYP' 26 NTER EG INSIDE PLWIH1 wAU CAPPED LEDGE WITH 170 ® n 17 6H7 eE 2' WALL CAP 23 eP6.A 2 xA xa' ANGIP IRON 25 INSIDE APPLMN�w� REFER TO COPING OETAILS 7 SOEwHiROS oo 4 ea CONCRETE r�aPEo eas.s IEEGE OFF RETAIL 18 +1 16 2 2 2 23 25 4 12 SECTION 13 SECTION 20 3132 1 7 5 6 4 I I 1O-0' I 16 3132 8'4D" 2 1 7 2 _ 20 2 GRANITE CAPPED 1-0" 1' -0' 5 6 4 LEDGE SEE GRANTE s'1 0 CAPPED IECGE OCTAL 1315 1 10' R3 .. 1.3 B I / 1 7' -1" 33e 0 14 _ 3 1315 22916 5' -0' 10 14 2 4' 33 3 15 SECTION 3 a 4 2. -0. 2 30 -0• I 35 2 23 CAPr6aW 2`1" 30 ANGEVmH swe 2 ANGLE Mary FEPT REFER TO COPING OETaIs TED" 1O' 'P ? r KEY MAP 0® SCALE 14 SECTION L� 5•{"' 29'{i' LIGHT EM043- STEO RELIEF PATTERN. TW. q• -0' 4' -0' 5'£" sF CETaL'A^ SEE SECTION #23 1 O' ® ® 5-0 FO ' 2-CG 6.t3' 1' 6" 4^ 4' -3' B' -0" 2'-0" 1'{r• T CAPPED IED(£W1TH Y 3.R gCRETE GPF® 2 X6 xS" ANGU PON ead IID[£ SEE C£fNL REFER TO COPINC OFF IF 6• 1' -0' DETAIL RA" E SECTION 410 16 SECTION CONCRETE GENERAL /SPECIALTY WORK LEGEND SECTION SHOT NOTE MASTER 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE W LD JOINT. CONCRETE WORK BE PERFORMED BY SPECIALTY 1. ALL SECTION DIMENSIONS ARE ENSIGN TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. F-1 ARCHITECTURAL CONCRETE CONTRACTOR O 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. 6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEET: SR2.1 AND THE GRADING 6 DRAINAGE PLAN 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.1 FOR ACTUAL HORIZONTAL LOCATIONS. SHEET: SP -3.1. 4.FINAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY (ASDI ACTION SPORT DEVELOPMENT 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR REPRESENTATIVE. ASD RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN I WENT. PRECISION CONCRETE FORMING, APPUCATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. rwTNOTES UNDERGROUND SERVICE SAN ELIJO JOINT POWERS Lnxgsc�pF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT Qeo �� (ALERT CALL. ylTV.4<R q�n : . W y ACTION Sport Development, LLC. r�n� / 811 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 rvsons }9te Toll Free: 1(677)434- ACTION SIGN DATE SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE TWO WORKING DAYS of C LT101�p Far: 1(760)26B -0189 BEFORE YOU DIG w.wv.AcdonSpordDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES (ENED BY: DRAWN CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS RR ENGINEERING SERVICES DEPARTMENT DRAWING NO. sBI tu DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE' LMV 2 RECOMMENDED APPROVED: ENCINITAS COMMUNITY PARK 10630 -43 /� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H•�'� SECTIONS -BID ALT. 5A SHEET 161 OF 201 ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP-4.3 PLANNING CASE NO 04 -197 MUP /DR /CDP /EIA ENE I♦ a N µ �m mQ a DO U DO UQ O �<N ad�Tj 0a m x F RLv UOa¢ z ? O m NUQa m w o DO EE LC OE o 3 N �o 1� b° I P� �m �o bn o �\ i� 4� �a �ji I N a� o 19 on UNDERGROUND SERACEE (ALERT SAN ELIJO JOINT POWERS Qeo Lxxgsr„1pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylT V.4<R q�n r�n� W y ACTION Sport Develapmem, LLC. / 811 : s'sons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)434-ACTION TWO WORKING DAYS SIGN DATE t9rP of Da T10P"p Far: 1(7 6 0)2 6 8 -01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcdonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES( EN ED BY: DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. lu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /� DATE' FMV 2 ENCINITAS COMMUNITY PARK 10630 =G RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H•�'� SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09 30 13 DATE DATE SP-4.4 SHEET 762OF201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA OUT AND WELD RINGS 9'W 35 rHJIER TO THE PATTERN 31101 8' 26 21/2" 3" 7 91 3 CONCRETE LAPSED 21 LEDGE SEE DETAIL 27 7in 27 11 1"On O O O O LEDG za CAPPE EWITN 26 ® AP4GIJE IRON 5-0' SSA REFER TTO COPING CETNLS 171 117 T 1 25 1'a a' 2 2 T arAIL'e' 18 +1 ]78 2 L..........: 2 2 23 25 4 20 3132 1 7 5 6 4 f 7 2 I 16 31132 18 SECTION 1 7 2 20 2 5 6 4 21 B R 13 15 B I I I 173" 330 1❑ 74 1 4'-0" 4'-0" 3 229 73 75 4' -0' 1fi 10 74 3' 3' 3" 3' 3" ® oEr� 33 3 2 1 /2� 3 LE£R SEE PA.5 17'-0' 34 ® 4 CAPPED LEDGE w 2 2 a 2EWEXa'ANGLEIRON 30 3$ 9" R6' sw4 REFER TO ROPING DETAIS 6'3' 6.3" SEE [FTNL T3' 2 ILPA 2"%G' S fliML M I, EFLAT 3TEE 3�. D PAL DETAIL 3' -0' 10' 2 5 4, 2' ucRG`'AmELASTEo REUER PATTERN. M. CAPPED = WITR 2%4x4 a e 9W a SFK 1 ANGLE IRON SEE DETAIL LEDGE SEE DETAILS 17 SECTION 20 SECTION KEY MAP 0" 10' 20' SCALE CONCRETE CAPPED 3 ® 1" - 20' -0" IEDGE SEE DETAIL 5 cAPPEOImL�wnli 4 5'{i" 4D'-0' 2X6'XG'ANGEIRCN apb4 29'-0" LGHT EANDBUSTED 25'5" REFER ro LCflNG DERIVE RELIEF PAT1EflN, TP. THE" 4"' 12'-0' 1' -0' 2'I zaa LEDGE ® 17° ® 2A4 NLEFR e,s.a 2x4 X4' ANGLE � TOP G DE REFER ro COOING DETAIL + 2'' r CAPPED GE WIRH 23 2' 2' 4'3" AN 2'X4 "X4'ANGEIRON e�5 a RC' -0' REFER TO DUPING DETAIL 2'-0' CONCRETE CAPPED 3 LEDGE SEE DETAIL SM.S 21 SECTION 22 SECTION CONCRETE GENERAL /SPECIALTY WORK LEGEND SECTION SHOT NOTE MASTER 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JgNT. CONCRETE WORK TO BE PERFORMED BY SPECIALTY 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. F-1 ARCHITECTURAL D]NCAETE CONTRACTOR 6. TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE THE LOCATION OF THE DIMENSIONS IN THE SECTIONS 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. LAYOUT NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEET: SR2.1 AND THE GRADING 6 DRAINAGE PLAN NEE 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.1 FOR ACTUAL HORIZONTAL LOCATIONS. SHEET: SP -3.1. 4.HNAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY [AGO) ACTION SPORT DEVELOPMENT 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR REPRESENTATIVE. AFT) RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULRLL THE DESIGN INTENT. PRECISION CONCRETE FORMING, APPUCATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. NOTES UNDERGROUND SERACEE (ALERT SAN ELIJO JOINT POWERS Qeo Lxxgsr„1pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylT V.4<R q�n r�n� W y ACTION Sport Develapmem, LLC. / 811 : s'sons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)434-ACTION TWO WORKING DAYS SIGN DATE t9rP of Da T10P"p Far: 1(7 6 0)2 6 8 -01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcdonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES( EN ED BY: DRAWN STAFF CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. lu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /� DATE' FMV 2 ENCINITAS COMMUNITY PARK 10630 =G RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H•�'� SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09 30 13 DATE DATE SP-4.4 SHEET 762OF201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA u n o Q�\ S G 1� b° I P� �m �o bn o �Ez i� 4� �a I N a� o 19 on UNDERGROUND SERACEE (ALERT SAN ELIJO JOINT POWERS Qeo Lnxgsc�pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylT V.4<R q�n r�n� W y ACTION Sport Development, LLC. / 811 : Nsons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)434ACTION TWO WORKING DAYS SIGN DATE t9rF SF ca TFOP•'p Far: 1(7 6 0)2 6 8 -01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w AAceonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES (ENED 9Y: DRAWN sBI CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. lu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /� DATE' FMV 2 ENCINITAS COMMUNITY PARK 10630 -43 RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H•�'� SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09 30 13 DATE DATE SP -4.5 SHEET IB3 OF 207 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA zs-0' 35 26 21 27 27 2'-0" B" r' 17 71 1,-0" 26 7711 n 17 ® 4" uGHr sANOevsEo 25 REJEF PAr>EAN, m. 4 2 LEDGEETAH 4 mrvcRErE CAPPED 3 2' %6 "%6'ANGIf IRW SP5.5 y,ap LEDGE REFER ttl COPING DETAIL ER TOC SEE DETAIL 1H +1 �18 2 - -- 2 2 23 25 Vg 4 20 3132 1 7 5 6 4 16 3132 1 7 2 20 2- 23 SECTION 5 6 2 4 21 6 9 1315 33e _ 0 14 3 I 229 1315 16 79' -10 0 14 33 3 7,S„ eCONCRETE CNPPED ,3 4 sP5.5 LEDGE SEE DETAIL 1'-0" ® 2 30^ I 35 asa CRIED LFGL> =wnH sFER 2•%4 ^x4•ANGIE IRGN 5•_2• 5'-2" sPS.a ace RErtaro CE�TNL 12'-0" 2 4" 4' REFER m mPMG DETAL 0 R6 {y R6'-0" T 4 2' 2. n FG INSIDE PIANIEA WP SI HE 2' EBIIW WALL CAP AFPLV RW LJ3 RWAH RPROEING PLANTER WALLS WR WAIERPFWRNG KEY MAP 0" 0' 20' SCALE 24 SECTION 25 SECTION 1. 4'E' 14'{]' 1• -B• 1 US" 6" B" IEOGE WITI 4' x 4' ANGLE IRON FLUE FEFER re 5 DETAILS aPS.O LECf£Wm14 %4 Ar' 5 �LFDGE MATH 9 "x 4-ANGLE IRW FJ91 R aPSA RDN FWSH REFER M NA g.5.4 TAILS 26 SECTION 27 SECTION CONCRETE GENERAL /SPECIALTY WORK LEGEND SECTION SHEEP NOTE MASTER CONCRETE WORK TO BE PERFORMED BY SPECIALTY 1. ALL SECTION DI MENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, ENSANKMENT5, TRANSITIONS ARE LOCATED AT THE CDID JOINT. ARCHITECTURAL D]NCAETE CONTRACTOR F 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. 6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEET: SP-2.1 AND THE GRADING 6 DRAINAGE PLAN 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.1 FOR ACTUAL HORIZONTAL LOCATIONS. SHEET: SP -3.1. 4.HNAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY [AGO) ACTION SPORT DEVELOPMENT 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR REPRESENTATIVE. AST) RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT. PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TD PROPERLY INTERPRET SECTIONS/ PROFILES. NOTES UNDERGROUND SERACEE (ALERT SAN ELIJO JOINT POWERS Qeo Lnxgsc�pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylT V.4<R q�n r�n� W y ACTION Sport Development, LLC. / 811 : Nsons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)434ACTION TWO WORKING DAYS SIGN DATE t9rF SF ca TFOP•'p Far: 1(7 6 0)2 6 8 -01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w AAceonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES (ENED 9Y: DRAWN sBI CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. lu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /� DATE' FMV 2 ENCINITAS COMMUNITY PARK 10630 -43 RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H•�'� SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09 30 13 DATE DATE SP -4.5 SHEET IB3 OF 207 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA u 0 Sc n� b� �n I P� �m �o bn o �� i� 4� �a I N a� o: l� on UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS Qeo Lxxgsc�pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylI V.4<R q�n r�n� W y ACTON Sport Development, LLC. / 811 : sons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)'134- ACTION TWO WORKING DAYS SIGN DATE t9rF of ca IFOP"p Far: 1(760)268x189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcxonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES (ENED BI DRAWN sBI CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. lu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /� DATE' FMV 2 ENCINITAS COMMUNITY PARK 10630 =G RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H•�'� SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP-4.6 SHEET 184OF201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA LMGE WITH 4 X 4' ANGLE 5 II FWSF REFER ICI q 35 o al B -0" 26 13'43" 2171 27 27 77 2�7 10° 26171 177 ° 16° 1•-0'• 2.47 7 25 161 4 _ __ Fpl 0 18 +1 16 2 ..... ....J 2 2 23 25 4 20 3132 1 7 5 6 4 I 16 3132 2 28 SECTION 20 2 7 5 6 2 4 21 B 9 73 15 71 17=F 33e _ 0 4 3 �( \ 229 1315 \ \ \ \ \ 16 \vv" \ \ \ \ \ 1D 74 \ \ \BB 33 3 2• -3• 3 ® 4 2 1'4]" 30 / 35 2 2'-Om 240 KEY MAP 0" 0' 20' SCALE 29 SECTION NOTE- 1:2 SCALE ® = 2D' —D" CONCRETE GENERAL /SPECIALTY WORK LEGEND ARCHITECTURAL CONCRETE CONTRACTOR CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR F-1 CONCRETE WORK TO BE PERFORMED BY SPECIALTY B' ] SECTION GENERAL NOTES: 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. 4' 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.1 FOR ACTUAL HORIZONTAL LOCATIONS. 24° 4.FINAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY IASDI ACTON SPORT DEVELOPMENT REPRESENTATNE. ASO RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT. 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT. 6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEET: SP-2.1 AND THE GRADING & DRAINAGE PLAN SHEET: SP-3.1. 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. S. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS SHEET FOR TYPE AND LOCATION. NOTES 30 SECTION UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS Qeo Lxxgsc�pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylI V.4<R q�n r�n� W y ACTON Sport Development, LLC. / 811 : sons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)'134- ACTION TWO WORKING DAYS SIGN DATE t9rF of ca IFOP"p Far: 1(760)268x189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcxonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES (ENED BI DRAWN sBI CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. lu DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL /� DATE' FMV 2 ENCINITAS COMMUNITY PARK 10630 =G RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H•�'� SECTIONS -BID ALT. 5A ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP-4.6 SHEET 184OF201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a k vo al4o n Y I Y {gy£ SY b m �u d 8 °r i� g� Sa �i 2 N � o UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS e ® PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ACTON Sport Development, LLC. 811 6965 EI Camino Reel, 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)434ACTON TWO WORKING DAYS SIGN DATE Fax: 1(7 6 0)2 6 6 -01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcdonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Desl EKED BY: DRAWN STAFF CHECKED c Y: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 DATE: rMro 2 HORIZONTAL � ENCINITAS COMMUNITY PARK A 10630 -G �' yy RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL kAEL R. SECTIONS -BID ALT. SA ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP-4.7 SHEET 185OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA CONCRETE GENERAL /SPECIALTY WORK LEGEND CONCRETE WORK TO BE PERFORMED BY SPECIALTY ARCHITECTURAL CONCRETE CORRECTOR CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR SECTION GENERAL NOTES: 35 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. 26 2.00 NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.1 FOR ACTUAL HORIZONTAL LOCATIONS. 21 27 27 4. FINAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY [ASO) ACTON SPORT DEVELOPMENT REPRESENTATIVE. ASO RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT. 11 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT. 26 1711 17 ® B. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE SEC TONS NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAVOU T PLAN SHEET: SP-2.1 AND THE GRADING & DRAINAGE PLAN SHEET: SP -3.1. 2 q25 ;( ]. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM PRECISION CONCRETE FORMING, PPPUCATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. 4 / % /(� \/ � 1 B. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS SHEET FOR TYPE AND LOCATION. 7B +1 ]78 2 2 '/J//' �J/ %lR % %/� 23 25 4 NOTES 20 3132 1 7 5 6 4 I I 16 3132 13' -0' 13.-0. 2 1 7 5 6 2 4 PO 2 11'-0' 11-ON e REHER � macRETE OFFAL S IFCf£sEE CETaL 21 B ION OEDSIEEL sass RaL SECnoN DEraL 9 Lz 12{7 T 2 &3 WPPEO LEDGE IMIH 1'{1" 5, 1. -0.. 13 15 1' -6" 2' FR5.4 era "XW ANGIe IRDN 2'�" g.. f6ER To COPING DETAIL 8 I I I 1' -0' 9'5' S.. 33 0 4 I 2214 3 1315 O 6 10 14 33 3 31 SECTION 32 SECTION 33 SECTION 2 4 30 } 15'5' 2 1a-0" 10'-1° 21'>3" 15'4C' 2 {1" 25" 4' 2' 3' -0 -0 2'" 2' -0" 6 IEIX£ INITH 4' %4" ANI Sa PAN EWSH REFER TO GPPED �5'S DETAILS EE UDGE S IECf£EE CETaL 2 a C D IEOGE= H sa 27K4'W ANGLE wa4 NONE TO CORM DETAILS KEY MAP 0" 10' 20' SCALE 34 SECTION 17'x" 12'40" 1a -11" 81 23' -7" 1'-0" 10'-0" B'-0" 13,£„ t ' 3° -0 2 -0 18° 1' -0' 2• -0• 2' -0• 2' -0" LECGE WITH 4' %4 "ANCHE� IRON FLD6H REFEF TO q "ANCiE � �/ �� OETAIL6 IELC£W1TH 4' %4 6 IRON RIiJI RCEfNL6 IID 1E 4ETER sW.a 5 RTIRA TO sw? IRON RUSH REFER To R6' -0' OErals 35 SECTION UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS e ® PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ACTON Sport Development, LLC. 811 6965 EI Camino Reel, 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)434ACTON TWO WORKING DAYS SIGN DATE Fax: 1(7 6 0)2 6 6 -01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcdonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Desl EKED BY: DRAWN STAFF CHECKED c Y: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED: LOCATION: SEE SHEET C -0.1 DATE: rMro 2 HORIZONTAL � ENCINITAS COMMUNITY PARK A 10630 -G �' yy RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL kAEL R. SECTIONS -BID ALT. SA ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP-4.7 SHEET 185OF 201 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA u Fi R p\ b c EEO IS LL �m �o bn �Oo �a I N a� o: rini on UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS Qe9 Lxxgsr„�pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylEV.4<R q�n r�n� W y ACTION Sport Development, LLC. / 811 : rvsons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 I Tall Free: 1(877)434-ACTICIN G941« o TWO WORKING DAYS SIGN DATE t9rF oT sp`IEOP"p Fax: 1(7 6 0)2 6 8-01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG wxnv.Action8partOesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESI ENED BY: DRAWN STAFF !CHECKED BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP,PR�OVQED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE. r"'m"' 6 �u ENCINITAS COMMUNITY PARK 10630 =G G./� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H1�'� SECTIONS -BID ALT. 5B ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE $P -4.$ SHEET 1as OF 201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA 4" 4" O 7 1 /2" 18 V 18 DETAIL RD" B, -0" 17 1.-0. 10'{7' 7' -6' SP5.3 2 "%6'RELTANGOUR RNL SEE DETOL 24° T 6 4 5 7 IF 7" 6 4 r_____r 6 q• 3 3 �ii�ii T6 (n 3-0 2'-7" g SHE DEruL °c' 5 2. cwPEO slEV wrtR zx4x4 ] 7 a e ANGIE IRO SEE CETNL Z4 e IEOCE SEE OETNUS 2 F 12 B I 1 SECTION 2 SECTION 9 BI IB I I B I B I B 10 1 O 8 15 B IS l IB I BOO B O CAPPED I>=ocE wTm 2a 2" %4R9 "ANpEIfpN SPS.O 5� -6 REFER To oPlrvG OErAIIS 2" 5'p g•{p 1 B ® 1. -.. 77 12 I B 24° ( � 1_0 4 -0" 3'-0° 1 24° • B B� 14 13 FUR R6'-0 • 4 13 11 12 KEY MAP 0" 0' 20' SCALE 3 SECTION 4 SECTION ® = 2D' —D" CONCRETE GENERAL /SPECIALTY WORK LEGEND CONCRETE WORK TO BE PERFORMED BY SPECIALTY ARCHITECTURAL CONCRETE CONTRACTOR CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR F-1 CONCRETE CAPPED e3 10'-0• IEDGE SEE DETNL EP5.5 B,-0„ SECTION GENERAL NOTES: 7'E' CAPPED wON zs 16'-0" 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. TM'ANGL R TO COPING CE IRON EFER ttI COPING CETNIS 4 2' 64 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. 14.FINAL 3. REFER T O SKATEPARK LAYOUT PLAN SHEET: SP-2.2 FOR ACTUAL HORIZONTAL LOCATIONS. GRADE ENRTHWORK AND FORMWORKO REVIEWED ANO APPROVED BV (ASO] ACNON SPORT DEVELOPMENT REPRESENTATNE. ASO RESERVES THE RIGHT TO r Tom. DOUSTM NT F MAKE FlELD A0.USTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT. MAKE 24° 4�-3" 5'-8" 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE GOLD JOINT. 6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LDCAT10N OF THE DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED BY THE 2'6" g� 1'S" ®RA� e e CAPPED STEP WITH 2w 4 sPSa nrvclE mom SEE -S LEDGE SEE DETOLS SKATEPARK LAYOUT PLAN SHEET: SP-2.2 AND THE GRADING & DRAINAGE PLAN SHEETS: SP-3.2 AND SR3.3. 6�� 4. 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM PRECISION CONCRETE FORMING, R&4Cr APPLICATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. 9(4 %4 2" CPPRGUEIEON G S. METAL FABRICATION NOT SHOWN ON SECTIONS -REFER TO MATERIALS PLAN - METALS SHEET FOR TYPE AND LOCATION. RRF ARGUE IRON � ETAIIS aP£.4 6P5.1 IEWE SEE oETAILi NOTES 5 SECTION 6 SECTION UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS Qe9 Lxxgsr„�pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylEV.4<R q�n r�n� W y ACTION Sport Development, LLC. / 811 : rvsons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 I Tall Free: 1(877)434-ACTICIN G941« o TWO WORKING DAYS SIGN DATE t9rF oT sp`IEOP"p Fax: 1(7 6 0)2 6 8-01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG wxnv.Action8partOesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESI ENED BY: DRAWN STAFF !CHECKED BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP,PR�OVQED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE. r"'m"' 6 �u ENCINITAS COMMUNITY PARK 10630 =G G./� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H1�'� SECTIONS -BID ALT. 5B ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE $P -4.$ SHEET 1as OF 201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA i Fi R a Q I1 �m �o bn �Oo �a I N a� Le rLni on UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS Qe9 Lnxgsc�pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylTLV.4<R q�n r�n� W y ACTION Sport Development, LLC. / 811 : Nsons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 L Toll Free: 1(877)434ACTIIXV TWO WORKING DAYS SIGN DATE t9rF RF Ep`TEOP"p Fax: 1(760)2680189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .ActionsportOesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN N ED BY: DRAWN STAFF !CHECKED BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP,PR�OVQED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE. RW0°°""' 6 �u ENCINITAS COMMUNITY PARK 10630 =G G./� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H1�'� SECTIONS -BID ALT. 5B ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE $P -4.9 SHEET 1870F201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA 17 18 18 WTI 6 � 9 2{T Q' ANCIE IMFJ ,gE GEfAIL eecAPPEDS� MH 2MM ew.4 sPa.i 16' -0' ewrvcaETEC IML &K.s IECf£sEE CfTaL 17 LmrsEE DEraLS 1' -0' 4 cAPPE3 LEDC£ Vv1IH 1'-0" gp3.q PON a' FEFER TO COPING CETaL REFER COPT G 3'-0 _ 02 6 ell 2" _r 1 6 4 5 CAPPED STEP wtTH zx4x4 2 a e ANGLE IRON SEE OUT _ 4fi.G sPb.t LEDGE SEE DUMI -3 IB 1 6 4 3 13 T6 �T6 B 5 7 7 7 SECTION 8 SECTION 2 12 B 1 ITS I 9 9 LIB IS I B 10 O B CONCRETE W CONCRETE r ED e L DGE SEE DETAIL aRS.s . C EECCk giss CAPPED LID E VIM 2,-0• CAPPED LEDGE WTTH 12'-6" 2 MNX6' ANCiE IPoN ePa.4 2{T 15 2'M'XB' ANGLE IRON 4 ROPER TO cmwc DETAIL 2' PELEPTO COPING LETaL 2' B IS L I13 i 11-10, 1116 � 240 4'4" / 24° �i..i / 9 -0 3-0 ��r 1 -0" 61O 11 B 12 \ ~\ B 14 B RS' 3 ® 14 13 11 72 9 SECTION 10 SECTION 29'-30 4'0" KEY MAP 0" 10' 20' SCALE ® 1" = 20'_0" 4'43' 1' -0^ REFER TG 12' -8' RGW TT RETAINING WALL q 1,-0" 5,-0„ 9• -0• 4 RETANINS WALL 3W.5 iD DECK ADJACPTT TO SDS.s wainfulm DETAIL oECx DETa1 2" 4 1.3. 13° 4' a^ CAPFID LEDGE WTI) 234 2'x4 "x4' ANGLE IRON 3 2° 263 CAPFID LEDGEIMTH CAPFID LEDGE`MTH 263 sPS.4 2'x4 ^x4' ANGLE IRON 2NX4 X4N MNG E IRON REFER TO GANG DETAIL 4 REFER TO WNW DETAIL REFER TO OWING DETAIL 11 SECTION 12 SECTION CONCRETE GENERAL /SPECIALTY WORK LEGEND 5ECRON SHEET NDTE MASTER 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOGATED AT THE W LD JOINT. CONCRETE WORK TO BE PERFORMED BY SPECIALTY 6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE SECTIONS ARCHITECTURAL CONCRETE CONTRACTOR 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECRCNS AND PROFILES. NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEET: SP-2.2 AND THE GRADING 6 DRAINAGE PLAN 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.2 FOR ACTUAL HORIZONTAL LOCATIONS. SHEETS: SP-3.2 AND 3.3. 4.FINAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY LASUI ACTION SPORT DEVELOPMENT 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR REPRESENTATIVE. AST) RESERVES THE RIGHT TD MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULRLL THE DESIGN INTENT. PRECISION CONCRETE FORMING, APPUCATION AND FINISHING TD PROPERLY INTERPRET SECTIONS/ PROFILES. NOTES UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS Qe9 Lnxgsc�pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylTLV.4<R q�n r�n� W y ACTION Sport Development, LLC. / 811 : Nsons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 L Toll Free: 1(877)434ACTIIXV TWO WORKING DAYS SIGN DATE t9rF RF Ep`TEOP"p Fax: 1(760)2680189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .ActionsportOesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN N ED BY: DRAWN STAFF !CHECKED BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP,PR�OVQED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE. RW0°°""' 6 �u ENCINITAS COMMUNITY PARK 10630 =G G./� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H1�'� SECTIONS -BID ALT. 5B ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE $P -4.9 SHEET 1870F201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA u o pa b c �a �m �o RD co M bn CP �a I N a� o: rani on 8018 17 5{T 17 2',3" 2' 4" 1-0 4" 1 6 4 5 C %p4p WED ANC4E IRON 23q PEFEPTO COPING CETAL 2" 1 6 � � 3 3 1 T6 O T6 g L - - -I 5 7 1 7 2 12 e } { e { 13 SECTION 14 SECTION 9 9 Ilg } Ig I B 10 _ 0 B 75 e { e I IS 12•{1" , 6 ® B 2p-Or 11-ap 243r 2ROR 2'-Or }B ° ® a B 11 12 B� � 28° ,4 5-0 260 � � 5• -0. \\ c 14 73 RB-0' RB' a' 12 KEY MAP OR 10' 20' SCALE 15 SECTION 16 SECTION ® = 20' -0" GRANIIE MANUAL PAD FUROR IN rj'{J" GRANIIE MANUAL PADREF ITO 12' -0• oETAL 3" 3" Ps.t DEraL 3' � 34' FT 17 SECTION 18 SECTION CONCRETE GENERAL /SPECIALTY WORK LEGEND CONCRETE WORK TO BE PERFORMED BY SPECIALTY SECTION SHOT NOTE MASTER 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, ENBANKMENTS, TRANSITIONS ARE LOCATED AT THE CDLD JOINT. F-1 ARCHITECTURAL CONCRETE CONTRACTOR 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. 6. DUE THE UNIQUE AND SCULPTURAL ASPECTS OF THE THE LOCATIDN OF THE DIMENSIONS IN THE SGE T PLAN NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEET: SP3.2 AND THE GRADING 6 DRAINAGE PLAN LAYOUT 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SR2.2 FOR ACTUAL HORIZONTAL LOCATIONS. SHEETS: SP-3.2 AND SP-3.3. 4.FINAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY AGO) ACTION SPORT DEVELOPMENT 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR REPRESENTATIVE. AFT) RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT. PRECISION CONCRETE FORMING, APPUCATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. NOTES UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS Qe9 Lxxgsc�pF �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ylILV.4 <RgAn r�n� W y ACTION Sport Development, LLC. / 811 : s'sons . 6965 El Camino Reel. 105 -609 Carlsbad, CA 92009 L Tall Free: 1(877)'134 -ACTIIXV TWO WORKING DAYS SIGN DATE t9rF of sp`I10P"p Fax: 1(7 6 0)2 6 8-01 8 9 SIGN DATE SIGN DATE DIRECTO F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .ActionspardDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN N ED BY: DRAWN STAFF !CHECKED BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP,PR�OVQED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE. 4M' 2 6 �u ENCINITAS COMMUNITY PARK 10630 =G G./� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL H1�'� SECTIONS -BID ALT. 5B ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE $P -4.10 SHEET 1a8OF201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA ti N o < n � �O y� u E I s� P� �m �o bn o '`a N i� 4� �a I N a� o: rani on UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. � ACTION Sport Development, LLC. 811 6965 EI Camino Reel. 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)434ACTION TWO WORKING DAYS SIGN DATE Fax: 1(7 6 0)2 6 8-01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcdonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES( ENED 8Y: DRAWN STAFF !CHECKED eY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE. r"'m"' , 6 �u ENCINITAS COMMUNITY PARK 10630 =G G./� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL �1�'� SECTIONS -BID ALT. 5C ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -4.11 SHEET189 OF201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA 50'x' 12' -0' 9-0 66 16.3• 5' -6' 7 3• T -O" I \8 1\ B5 6 R5'3" O 84.5° 9'2" \\ \ 11' 3^ 8 R8'I T6 O TB R401-0 2. -0. 3. B R19-Of' 5.5° R8'-0" f IS I IIB I B I 1 SECTION B 4 9 B IS I I B 12'-Om 743" 9 1� 6-70 4' -1' 3 2 O 7-11 3/4' B {T ] 78.50 7 � B 84.5° I 9,-2' 7.-0. B B� R7'{7' 1 RB' -0• � R21'{T 2' 9' R21'-0" 1 2 8 R4O -0a' 11 1' 10 9 I 2.�.. 1 5' 4 10 I R10'-0" 6 R4O4C' RB'-0' 11 11 5.5° MAP O" 10' 20' SCALE 2 SECTION CONCRETE GENERAL /SPECIALTY WORK LEGEND CONCRETE WORK TO BE PERFORMED BY SPECIALTY ARCHITECTURAL CONCRETE CONTRACTOR CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR 40 -7" 5'3" i 1 7'{T SECTION GENERAL NOTES: —+ 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. 85.5`° I 1 78.50 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. I v 5, 2 „� R5' -W 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.3 FOR ACTUAL HORIZONTAL LOCATIONS. i R60'' 7' -01 1 4.FINAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY (ASD] ACTION SPORT DEVELOPMENT REPRESENTATIVE. ASD RESERVES THE RIGHT TO i 3° 7” I R7•-0' MAKE FIELD ADJUSTMENTS AS NECESSARY TD FULFILL THE DESIGN INTENT. 2•-0' 9^ R2T -O" 1• 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT. 14• 6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED BY THE R1 (Y-0" - SKATEPARK LAYOUT PLAN SHEET: SP-2.3 AND THE GRACING 6 DRAINAGE PLAN SHEET: SP3.4./� 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR FREEFORM PRECISION CONCRETE FORMING, R74) R21 -0' APPLICATION AND FINISHING TD PROPERLY INTERPRET SECTIONS/ PROFILES. S. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TD MATERIALS PLAN - METALS SHEET FOR TYPE AND LOCATION. NOTES 3 SECTION UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. � ACTION Sport Development, LLC. 811 6965 EI Camino Reel. 105 -609 Carlsbad, CA 92009 Tall Free: 1(877)434ACTION TWO WORKING DAYS SIGN DATE Fax: 1(7 6 0)2 6 8-01 8 9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcdonSportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES( ENED 8Y: DRAWN STAFF !CHECKED eY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE. r"'m"' , 6 �u ENCINITAS COMMUNITY PARK 10630 =G G./� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL �1�'� SECTIONS -BID ALT. 5C ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -4.11 SHEET189 OF201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA g 8 N i h � �O Y O � 0 ,A O bn f o v`N i °fit 4� �a I N a� o: rani on UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ACTION Sport Development, LLC. 811 6965 EI Camino Real, 1 ❑5609 Carlsbad, CA 92009 Tall Free: 1(877)'134- ACTION TWO WORKING DAYS SIGN DATE Fax: 1(]60)2Bea189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG wtntn.AcxonSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN rD RY: DRAWN STAFF GHEGKE E BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' 4M" 2 €z � - ENCINITAS COMMUNITY PARK 10630 =G RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL SECTIONS -BID ALT. 5C ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -4.12 SHEET 190 OF 201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA r�To Da°�@ 32' -0t /2" 61-2" 6'2' 6'-2" 6'2' 6'-2" 61-2" O 1 B 5,.]• T6 O TB t•a 2'O' B � I I B 1 I I B 113 1 4 SECTION B CONCRETE GENERAL /SPECIALTY WORK LEGEND 4 9 B 1 CONETE SPECIALTY ARCHITECTURAL V WORK TO BE PERFORMED BY 52 8 I I IS =w7__ t /2' CONTRACTOR SKATE SKATE PARK SPECIALTY CONTRACTOR n 9 3 8 O 2'L' p6�m meu.G i z wtisns. sa- zonuls SECTION GENERAL NOTES: B 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. 5•a s•-2' s-2' 5'd 1'4D t /2' 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. 5•a I B 3.REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.3 FOR ACTUAL HORIZONTAL LOCATIONS. Sa 1 7-7 B B 4.FINAL GRADE EARTHWURK AND FORMWURK TO REVIEWED AND APPROVED BY (ASD) ACTON SPORT DEVELOPMENT 1 REPRESENTATIVE. ASO RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT. 8 B 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT. 10 5 6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE sa" 2,a, as^ ® SECTIONS NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEET: SP-2.3 AND THE GRADING S, 2'd' 2A1' 24 q DRAINAGE PLAN SHEET: SP-3.4. 10 / 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR B FREEFORM PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. 71 11 B. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS SHEET FOR TYPE AND LOCATION. MAP 0" 10' 20• SCALE NOTES 5 SECTION ® 1 1" = 20,_0„ 6.a. 6'2" 62 dam o[TUma� 3'-0 t5 /i6' 3'a t /q' 1'a' 41 3'a' 1' 2 53 5' -la 2V 1� 2'1T' -8' t� 2'II 6 SECTION UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ACTION Sport Development, LLC. 811 6965 EI Camino Real, 1 ❑5609 Carlsbad, CA 92009 Tall Free: 1(877)'134- ACTION TWO WORKING DAYS SIGN DATE Fax: 1(]60)2Bea189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG wtntn.AcxonSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN rD RY: DRAWN STAFF GHEGKE E BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' 4M" 2 €z � - ENCINITAS COMMUNITY PARK 10630 =G RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL SECTIONS -BID ALT. 5C ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -4.12 SHEET 190 OF 201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA e N i h � �O Y I O � 0 ,A O bn f o v`N 4� �a I N a� o: rani on UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C�LL. ACTION Sport Development, LLC. 811 6965 EI Camino Real, 113 609 Carlsbad, CA 92009 Tall Free: 1(977)434ACTICIN ��� TWO WORKING DAYS SIGN DATE Fax: 1(76O)26B01B9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w» w.AcxonSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN rD BY: DRAWN STAFF !CHECKED BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' 4MIxn2 ENCINITAS COMMUNITY PARK 10630 =G "" RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL SECTIONS -BID ALT. 5C ELEVATION: 215.640 DATUM: NGV29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -4.13 SHEET 191 OF 201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA 26'-0 71-311 91 TO" 10' -1" 7b- 1'{]' -0 -0 - 85° 84.50 4.5° 5-2 B5.5° ✓ \V 9'2" 9 -2" R5' -6" R60-0' R5'-BR R8'-0 RB'{i' POOL COPING REFER TO 4 6DUALi R6-0 2' -0• R-0 Do4.5° 4.5 ° —1 I I 5 5.5 °— .5° I B 1 I I B 113 1 7 SECTION 8 SECTION B CONCRETE GENERAL /SPECIALTY WORK LEGEND 4 9 I B 1 1 B 1 F-1 CONCRETE WORK TO BE PERFORMED BY B SPEGALTT1' ARCHITECTURAL CONCRETEY CONTRACTOR SKATE PARK SPECIALTY CONTRACTOR 6' � 9 3 2 O SECTION GENERAL NOTES: B 1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED. 7 2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES. I B 3. REFER TO SKATEPARK LAYOUT PLAN SHEET: SP-2.3 FOR ACTUAL HORIZONTAL LOCATIONS. 9' -10' 1 B B 4. FINAL GRACE EARTHWDRK AND FORMWORK TO REVIEWED AND APPROVED BY (ASO) ACTION SPORT DEVELOPMENT 1 21m6" 1 REPRESENTATIVE. A5D RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS R NECE^aRARV TO FULFILL THE DESIGN 5' -1 INTENT. 4'-0" 2 B 5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT. 1 O 5 B. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS IN THE 3'£" ® SECTIONS NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEET: SP-2.3 AND THE GRADING 6 q DRAINAGE PLAN SHEET: SP$.4. 2-0. 1' 40" 10 / 7. CONTRACTOR SHOULD HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/ OR 6 FREEFORM PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES. 2 -7" 71 11 8. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS SHEET FOR TYPE AND LOCATION. 5'-2" KEY MAP 0" 10' 20' SCALE NOTES 9 SECTION 10 SECTION ® 1 1" = 20' -0° RIR R OFF L811 FOR C£fNLS 3'- 811/16' '213/16" 6' -1 13/16" g -0• 7 -7 7/8' 8' -1 1/8" 2'Fi 1/4' BE 11/16' 11 SECTION UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C�LL. ACTION Sport Development, LLC. 811 6965 EI Camino Real, 113 609 Carlsbad, CA 92009 Tall Free: 1(977)434ACTICIN ��� TWO WORKING DAYS SIGN DATE Fax: 1(76O)26B01B9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w» w.AcxonSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN rD BY: DRAWN STAFF !CHECKED BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE' 4MIxn2 ENCINITAS COMMUNITY PARK 10630 =G "" RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL SECTIONS -BID ALT. 5C ELEVATION: 215.640 DATUM: NGV29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -4.13 SHEET 191 OF 201 PLANNING CASE N0: 4� -1997 MUP/DR /CDP/EIA i 0 0 a S N F Y 0 O $ a 1 O Y � o i� i8 a� ovn REINFORCED CONCRETE SLAB STEEL TROWEL SMOOTH FINISH UNLESS NOTED OTHERWISE. 1-0' 1 /B" TOOLED JOINT BOTH SIDES MIN. MIN 1 /2' TOOLED EDGE #3 REBAR AT 18' O.C. BOTH #3 REBAR AT 12" O.C. BOTH WAYS. CONCRETE TOP DECK WITH #3 OAR DOPING -REFER TO MATERIALS PLAN WAYS. (TYPO (TYP.) REBAR AT 18' O.C. BOTH WAYS FOR TYPE & LOCATION. FOR CONNECTION iv FINISH GRADE LANOSCgpF, SEE -STEEL PIPE COPING- DETAIL 6" REINFORCED CONCRETE SLAB BOND BEAM WITH (4) #3 DINT. ENGINEERING REBAR 6 #3 TIES AT 1 B' D.C. e 4 n e 0e e, AT 12" D.C. WALL WITH #3 REBAR AT 12" BOTH WAYS m w a .C. •. x<e _ ����j���������� a #3 X 10' SMOOTH DOWEL AT 2'{' O.C., GREASE OR WRAP ONE END /��� 4 M (REFEERRzTO � BASE CH REPORT) AGGREGATE BASE DOUR /\ / / P [REFER TO GEO-TECH REPORT) \/� �� /�� /�\ /\ TO GEO-TECH REPORT) \ (REFER COMPACTED BASE COURSE, AGGREGATE BASE COURSE COMPACTED SUBGRADE (REFER TO GEO-TECH REPORT) [REFER TO GEO-TECH REPORT] (REFER TO CEO-TECH REPORT) 1 4" To Deck Concrete Slab Top 0" 3" 6" SCALE 2 Flatbottom Concrete Slab 0" 3" 6" SCALE 3 Kcal Bond Beam Section Typical 011 3" 6" SCALE ® ® ® 811 1° = 6" ns , CA CA 92009 Call = 6° = 6° VARIES REFER TO SECTIONS EDGE TREATMENT - REFER TO MATERIALS PLAN FOR TYPE & LOCATION REINFORCED TOP DECK d - d COLD JOINT Z 44 BOND BEAM S EXTENSION REINFORCING: #3 AT 12" O.C., EXPANSION JOINT, ITYPJ m Ej VERTICAL (COM7, TYP. #4 AT 12' O.C.. rh e HORIZONTAL, TYP. - 44 - 6' CONCRETE BANK WITH #3 c j d #3 X 18" SMOOTH DOWEL AT 2'6" , REBAR AT 12' O.C. BOTH WAYS / D.C., GREASE OR WRAP ONE END u ¢ SIGN DATE REINFORCED DECK BASE OF BOND BEAM TO FOLLOW ad Fax: ip60)268 189 PROFILES OF DECK � 1'-0' RADIUS VARIES 4' MIN. AGGREGATE BASE WURSE d° SHDTCRETE WALL WITH #3 REBAR REFER TO SECTIONS COMPACTED SUBGRADE /\\�\� (REFER TO GEO-TECH REPORT) n < AT 12' D.C. BOTH WAYS TYP. - (REFER TO GE0.TECH REPORT] /� PT - KEY JOINT AT DATE BOND BEAM F 4 MIN. AGGREGATE BASE R(REFER TO GEO-TECH REPO �I XN COMPACTED BASE �. (R GED-TECH REPORT 143" MIN. #4 X 1 B- SMOOTH DOWEL AT 2'6" O.C. ������ ������ GREASE OR WRAP ONE END REINFORCED DECK pT= p01NT OF TANGENCY DESCRIPTION 4 Typical Transition to Wall Section yp 0° 6° 1' SCALE `J Typical Concrete Bank • Section 0" 1' 2• SCALE ® ® CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. - 1 D„ I° - 2 -0 REINFORCED TOP DECK REINFORCED DECK TREAD VARIES ST� NP. REFER TO PLANS COPING -REFER TO MATERIALS PLAN FOR TYPE & LOCATION. FOR CONNECTION SEE "STEEL PIPE COPING' DETAIL - TREAD, W1TFi 1/211 TOOLED RADIUS NOSE AND #4 REBAR CDNT. w -ma) RECOMMENDED: APPROVED: BONG BEAM ����� Gm SHOTCRETE TRANSITION WITH #3 REBAR AT 12' D.C. BOTH WAYS TYP. REINFORCED TOP DECK ITYP.1 #4 REBAR AT 1 B" O.C. BOTH WAYS \\ HORIZONTAL 1 TYP SIMION TURN RN / � \/ RADIUS VARIES, REFER TO SECTIONS RADIUS VARIES , REFER TO SECTIONS 6 \ /\ /\ REINFORCED DECK COMPACTED 1 -. -• - 1 - [REFER 0 GEO-TECH REPORT �� KEY JOINT AT FLATBOTTDM COMPACTED SUBGRADE �� / - 4 MIN. GEO-TECH REPORT) 4" MIN. AGGREGATE BASE COURSE �\ /j .. .. [REFER TO GEO-TECH REPORT) \ (REFER TO GBO -TECH REPORT) \� �� ° - . < a° ° '. '. . // 4" MIN. AGGREGATE BASE COURSE �� �� . (REFER TO GE0.TECH REPORT] � COMPACTED BURGRADE (REFER TO GEDTECH REPORT) -G KEY JOINT AT FLATBOTTOM BOND BEAM WITH FOUR (4) #3 CONT. REBAR 6 #3 TIES AT C 0 " #4 X 18" SMOOTH DOWEL AT 2'6" D.C. A RLA NO.: 4096 GREASE OR WRAP ONE ENO PT- POINT DF TANGENCY #4 X 18" SMOOTH DOWEL AT 2'6' O.C. GREASE OR WRAP ONE END PT- POINT OF TANGENCY 6 Typical Concrete Bowl 0" 1' 2' SCALE 7 Typical Concrete Water Fall 0" 3" 6" SCALE 8 Concrete Stair Detail 0" 6" 1' SCALE ® ELEVATION: 215.640 DATUM: NGVD 29 ® MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -5.1 1" = 2' -0' 1" - 2' -O' 1" - 1' -O'• PLANNING CASE NO: 04=197 MUP /DR /CDP/EIA UNDERGROUND SERVICE SAN ELIJO JOINT POWERS LANOSCgpF, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT Q�p ®� (ALERT CALL. ytiE +�zw. u:�xrF 9'$ .�', . ACTION Sport Development, LUC. 0 6965 El 92 Reel. 105609 811 ns , CA CA 92009 Call C xatraJ �}97F Tall Free: 1[8]]]434AC110N Free: TWO WORKING DAYS SIGN DATE OF LAl�1eP�p Fax: ip60)268 189 SIGN DATE SIGN DATE DIRECTO F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .ACtlonSpartDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIENED BY: 1 DRAWN ,AFF GHEGKE E BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ST� DESCRIPTION: CC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: .Mro 2 � ENCINITAS COMMUNITY PARK 10630 -G A RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL No"r DETAILS ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -5.1 SHEET 19z OF 207 PLANNING CASE NO: 04=197 MUP /DR /CDP/EIA a x N G 0 a a a� �m bn a �r S Y r' a n� N Z � o a a n a n VARIES REFER TO UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS LxxOSr„�pF SECTIONS (12" PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT QEO 8" T P CALL: VARIES REFER TO 5�,w.�, &99 SECTIONS (25" MIN.) .�', , ACTION Sport Development, LLC. STEEL TROWEL FINISH ee 0 VARIES REFER TO 6965 El Camino Reel. 105609 - 811 SECTIONS (13" MIN. & 24' MAX.] vm s Carlsbad, CA 92009 � REINFORCED TOP DECK OR FLATBOTTOM, 3" �}9rt Tall Free: 1(9]]}434-ACTION TWO WORKING DAYS SIGN DATE REFER TO MATERIALS PLAN FOR TYPE 6 Fax: 1L76O]266 -01S9 CUR. TYP. SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE REINFORCED TOP DECK OR w .Action5porrOesign.com LOCATION. INSTALL 1 /2" EXPANSION JOINT BETWEEN FLATWORK AND LEDGE. CHANGE NO. • DESCRIPTION w ¢ DATE # 4 X 12" 2" AT 12" C.C. AT TOP, SPECIAL DISTRICT APPROVAL DESIGN FLATBOTTOM, REFER TO MATERIALS PLAN FOR TYPE 6 LOCATION. DRAWN BYFF CHECKS E BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ° w m BOTTOM AND END FACES e y INSTALL 1 /2" EXPANSION JOINT DESCRIPTION: OC 0019 ¢ a #4 AT 12' O.C. BOTH WAYS, TYR. - ¢ > D r • STEEL TROWEL KNISH ¢ as HORIZONTAL BETWEEN FLATWORK AND LEDGE. DATE: 4mr 2 ° °n -• ° p ENCINITAS COMMUNITY PARK 10630 ¢ ¢ ° °- ° REINFORCED TOP DECK OR FLATBQITOM, °. REFER TO MATERIALS PLAN FOR TYPE 6 p w w 4y F # 4 X 12" 12' AT 12" O.C. AT TOP, BOTTOM AND END FACES ° ° . STEEL TROWEL FINISH I� ¢ z g FINISH GRADE jp RECORD FROM COUNTY SAN DIEGO LOCATION. INSTALL 1 /2' EXPANSION ° ° JOINT BETWEEN FLATWORK AND LEDGE. - ¢¢ ¢ �j ¢ rn m #4 AT 12" D.C. BOTH WAYS, TYP. P • ° ° j w a� R� Z MICHAEL AEL R. R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -5.2 SHEET 19s OF 201 ° O ° p e ° 3" ] 6 ��� ° ���� #4 AT 12" C.C. BOTH WAYS. NP. n : •A 3 o D° . CUR. TYR. mQ COMPACTED SUBGRADE [REFER TO CE0.TECH REPoRT) ��j ` s ° CUR. TYP. FINISH GRADE °° . a, ° ° f s °° z o m i \ \�j �j\\� ° ° ,, w w Z FINISH GRADE + n ° e r A ° �� �� e` ���� w o m ° ° COMPACTED SUBGRADE ��� . ° m CONCRETE ROD TING WITH #4 AT 12" O.C. ����� ���� ED �������������� a o z ¢¢ COMPACTED SUBGRADE �� m ¢ o (REFER TO GEO -TECH REPORT) e° °e e ¢ a ���� BOTH WAYS �� �� ��������� > r ¢ G (REFER TO OECFTECH REPORT) �� p ° ° �� 4 ° a ¢ ww2 ° ° ]° ° 4" MIN. AGGREGATE BASE COURSE �/� (REFER TO GEO -TECH REPORT) �\�� - ° e \��\�� \�� (� > 4" MIN. AGGREGATE BASE COURSE \\ - (REFER TO GEO -TECH REPORT) �/� ° 2 - /�� /�� Z 6 4' MIN AGGREGATE BASE COURSE (REFER TO GED-TECH REPORT) \�� -, e • \�� \�� \�� \�� \� o a �X ��N����X N�X N \ 0\2 VARIESY X /�� ��/ ���������������������������2 Small Gr Ledge ° 2 Medium Grind Ledge ° Large Grind Ledge ° 6 S °" E ° 9" RIBBED CENTERBULB SEE COLD JOINT DETAIL SHOTCRETE BANK OR TRANSITION WATERSTCP BY JP SPECIALTIES CR APPROVED EQUAL e #4 X 1 B" SMOOTH DOWEL AT 2' -6' SEE COLD JOINT DETAIL D.C., GREASE CR WRAP ONE ENO �— #4 SEE COLD JOINT DETAIL #4 X 1 B" SMOOTH DOWEL AT 2' -6' D.C.. GREASE OR WRAP ONE END r -- a l D.C.,I GREASE OR WRAP ONE END e • N o REINFORCED ° °� e • J n° ° REINFORCED TOP DECK ° REINFORCED TOP DECK ° % I OR FLATBDITOM m ° OR FLATBOMM ° 41 " ° ° 4" MIN. AGGREGATE BASE CURSE ° 1 • n (REFER TO GEO -TECH REPORT) ° ° 4" MIN. AGGREGATE BASE COURSE• - ♦ °e (REFER TO GE0.TECH REPORT( . Y,tiCY ^w /Y CV ^r 14 r _. „p ,r„ �„ N -. p• ° n. (REFER TOPGE&TEGH REPORT) ������ ". -, COMPACTED SUBGRADE ������ �/� X\ (REFER TO GE0.TECH REPORT) ������������������������ V�� �x�������������� I/�������������������i /,N � ����� ��� ������A� �( ����\ 4 MI REFER AGGREGATE C GEO-TECH REFORM COMPACTED SUBGRADE X \ MIN. TVP. (REFER TO GEO-TECH REPORT) 1' -0' 1'-0' MIN. TYP. MIN. NP. 4 Cold Joint at Flatbottom ° 3" 6' SCALE 5 Cold Joint at Deck 0 3" 6" SCALE 6 Cold Joint at 4" to 6R 0 3" 6" SCALE ® ® ® 2" - 1• -0 2" - 1' -0' 2" / SAW-CUT m w SEE SAW-CUT DETAIL �— —, Z 1 /B" TODI M JOINT BOTH SIDES, FLAT TOOL POLYURETHANE GUSTOMERIC SEALANT AT JOINT OPENING ° - ( FILL JOINT WITH FLEXIBLE EPDXY CONTROL-JOINT SEALER/ ADHESIVE REINFORCED TOP DECK ° OR FLATBUTTDIM °N .( a SIKADUR 51 NS/SL OR APPROVED EQUAL m > .n g 7 Saw -Cut Joint 0" 3" 6" SCALE 8 Saw -Cut Detail 0" 3" 6•' SCALE 9 Cold Joint Detail 0" 3" 6•' SCALE ® ® ® 2„ _ 1,_0" 2„ _ I, -0" 2" - , PLANNING CASE NO: 94=127 MUP /DR /CDP /EIA UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS LxxOSr„�pF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT QEO ®� CALL: 5�,w.�, &99 .�', , ACTION Sport Development, LLC. 0 6965 El Camino Reel. 105609 811 vm s Carlsbad, CA 92009 � �}9rt Tall Free: 1(9]]}434-ACTION TWO WORKING DAYS SIGN DATE or tnt�4ox�x Fax: 1L76O]266 -01S9 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .Action5porrOesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN ED BY: DRAWN BYFF CHECKS E BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4mr 2 ENCINITAS COMMUNITY PARK 10630 -G A �' pg RLA NO.: 4096 RECORD FROM COUNTY SAN DIEGO VERTICAL ` DETAILS ELEVATION: 215.640 DATUMM : NGVO 29 MICHAEL AEL R. R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -5.2 SHEET 19s OF 201 PLANNING CASE NO: 94=127 MUP /DR /CDP /EIA a dd S r 0 O LL OY b m Bo �n b 8 E ?T %N g.. �a �i v 2 N �o Ct Cx o UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS �QEO LANgS01pt. �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY .�', s' ACTION Sport Development, L-C. (fl/ 81 1 6965 El Camino Real. 105609 Toll Free: CA 92009 TaII Carlsbad. CA 92004ACTION TWO WORKING DAYS SIGN DATE t9tE or pt1FOP�p Fax: 1(]60)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .ArtianSporlDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGENCED BY: DRAWN STAFF !CHECKED BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPROVED: LOCATION: SEE SHEET C -0.1 DATE: 4M/ 2 HORIZONTAL ENCINITAS COMMUNITY PARK A � 10630 -G � ' yy RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL NI�•"� DETAILS ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -5.3 SHEET194 OF 201 PLANNING CASE N0: 4-197 MUP /DR /CDP/EIA SEE EXPANSION JOINT DETAIL e ETE CONCR LEDGE r -1 °. I #4 % 1 B" SMOOTH DOWEL AT END ° ° .o D.C., GREASE OR WRAP ONE ENO n s � _ J MIN 14" n SEE EXPANSION JOINT DETAIL n ° a ° ° •° ° •- 41 °° 's< ' -' ° y LVlRETHANE ELASTOMERIC SEAANT. . 1/8" TOOLED RADIUS BOTH SIDES, TYP. TOOL FLAT & SMOOTH SKAFLEX2C, - w NEI OR APPROVED EQUAL. a - Z s ° • ° ° 4" MIN. AGGREGATE BASE COURSE p e (REFER TO GE0.TECH REPORT) e BOND BREAKER MEMBRANE 14 COMPACTED SUBGRADE (REFER TO GED-TECH REPORT) 4e - �������� NOTE: MINIMUM CAULKING THICKNESS WITH .. \� BOND BREAKER IN PLACE IS 1/4'• '..- ����j��i MINIMUM CAULKING THICKNESS WITH BOND BREAKER IN PLACE IS 1/2" 1 Expansion Joint at Flatwork p 0" 3° 6" SCALE 2 Expansion Joint at Flatwork Detail 0" 3" 6' SCALE 3 Expansion Joint at Ledge 0" 0.25° 0.5" SCALE ® ® ® 6„ 6„ ° - 5 WELD & GRIND SMOOTH END CAPS WHERE PIPE ENDS ARE EXPOSED, TYP. 1/4m TOOLED JOINT - CONTINUOUS ALONG 4 TOP & BOTTOM OF COPING, FILL WITH °q PDLVURETHANE ELASTOMERIC SEALANT, COPING - REFER TO MATERIALS WELD & GRIND SMOOTH END CAPS WHERE TYR PLAN FOR TYPE & LOCATION PIPE ENDS ARE EXPOSED, TYP. POLYURETHANE ELASTOMERIC SEALANT . 1 /8" TOOLED RADIUS BOTH SIDES, TYP. 4 - n ° 1 /4" TOOLED ALONG TOOL FLAT 6 SMOOTH SIKAFEQUAL V _ � OF COPING, FILL WITH - TOP &BOTTOM OF COPING, RLL WITH NS /SL OR APPROVED EQUAL \ POLYURETHANE ELASTOMERIC SEALANT. 1/4m TOOLED JOINT- CONTINUOUS ALONG ° TOP & BOTTOM OF COPING, FILL WITH COPING -REFER TO MATERIALS a° POLYURETHANE EASTDMERIC SEALANT, PLAN FOR TYPE 6OCATION 6, 0 ,° ° TYP. 4"X 3/8" MIN. HOOK ANCHOR OR ° NP. 3/1 fi' 4 4 NELSON STUD AT 18" O.C. WELDED TO 1 114" -- 4 ° BOND BREAKER MEMBRANE .. - a4 DOPING. 4 q 'P .. 4' X 3/8" MIN. HOOK NELSON STUD AT ° Q N Z 3/16" 4" X 3 /B" MIN. HOOK ANCHOR OR 18" O.C. WELDED TO DOPING. - _ a NELSON STUD AT 18' D.C. WELDED TO aq COPING. CONCRETE LEDGE 1 /2' q Expansion Joint at Ledge Detail 0" 0.25" 0.5" SCALE 5 Round Coping Detail 0'• 3•' 6" SCALE 6 Square Coping Detail 0'• 3•' 6" SCALE ® ® TS25iI 2" M 10' POLISHED NICKEL BRONZE TOP, (TYP). Z CONCRETE FLAT-BOTTOM SLAB. EQUALLY SPACED REFER 22 8„ WELD END PLATE AT ENDS, TO SECTIONS FOR EXACT RAIL - REFER TO MATERIALS PLACEMENT GRIND SMOOTH. PLAN FOR TYPE & LOCATION. SLOPE TO DRAIN SLOPE TO DRAIN RAIL - REFER TO MATERIALS 4 EQUALLY SPACED 4 EQUALLY SPACED 4 REFER TO Si REFER TO Si ° PLAN FOR TYPE & FOR EXACT FOR EXACT ¢ y ,e LOCATION. PLACEMENT PLACEMENT POST - REFER TO SKATE RAIL AND 0 ¢— FOOTING DETAIL FOR TYPE m - y R z w .MO ri �¢M REINFORCED TOP DECK > FLAT BOTTOM-CONCRETE SLAB POST- REFER TO SKATE RAIL REINFORCED TOP DECK AND FOOTING DETAIL FOR 4 4' MIN. AGGREGATE BASE COURSE 4 4 4 a CAST IRON BODY W/ BOTTOM AGGREGATE BASE COURSE Q OUTLET & ADJUSTABLE'T'PE B" • TYPE 4' MIN. AGGREGATE BASE COURSE (REFER TO GE0.TECH REPORT) •• i /�� (REFER TO GE0.TECH REPORT] COMPACTED SUBGRADE a. •• �j �j �j / (REFER TO GE0.TECH REPORT) �\��\��\�� °•• (REFER TO GEO-TECH REPORT) O POLISHED NICKEL BRONZE STRAINER WARRENS TERRABOND FILTER FABRIC PLACED Q SUP X #THRD ADAPTER ° [PER MANUFACTURER) COMPACTED SUBGRADE J Q TO GE0.TECH REPORT) ��j \�� 4i i' °! /\ . \� ADJACENT AND AROUND PERFORATED PIPE .0 (REFER a ' . \ REFER TO TYPICAL RAIL a \ /�\ • /�� /�� /�� 4 /��/ FOOTING DETAIL �\ :. .. ��X , \�y \\ X,\ /� REFER TO TYPICAL RAIL •.. \ FOOTING DETAIL / /�/ X/ j� ° .� j//� -•- •` �/ POLISHED NICKEL 6' PERFORATED PVC, SOR35 BRONZE TOP ITYP). DRAIN UNE. P 5.4 jj /j� SCREWS �\ �\ � / m 10 ZURN Z415B -100 FLOOR GRAIN WITH CAST IRON BODY, BOTTOM NOTE: OUTLET & CUSTOM B' ADJUSTABLE 10' ROUND STRAINER WITH SQUARE 'TYPE B' STAINLESS STEEL STRAINER, OPENINGS, PROVIDED BY OR APPROVED EQUAL. CONTRACTOR. 7 Sloped Steel Rail Section 0" 1' 2' SCALE 8 Flat Steel Rail Section 0" 6" 1' SCALE 9 Drain Inlet Detail NOT TO SCALE ® ® r• = r-o4 - r -o° UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS �QEO LANgS01pt. �� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUIHUKIIY .�', s' ACTION Sport Development, L-C. (fl/ 81 1 6965 El Camino Real. 105609 Toll Free: CA 92009 TaII Carlsbad. CA 92004ACTION TWO WORKING DAYS SIGN DATE t9tE or pt1FOP�p Fax: 1(]60)2680199 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .ArtianSporlDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGENCED BY: DRAWN STAFF !CHECKED BY. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPROVED: LOCATION: SEE SHEET C -0.1 DATE: 4M/ 2 HORIZONTAL ENCINITAS COMMUNITY PARK A � 10630 -G � ' yy RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL NI�•"� DETAILS ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -5.3 SHEET194 OF 201 PLANNING CASE N0: 4-197 MUP /DR /CDP/EIA a s ea N a v a El S r a a Y a 0 Y 0 n RAIL/POST CHART ROUND PIPE RAIL POST 3" ROUND 2 -1/2" ROUND 3-1/2" ROUND 2-1/2 "ROUND 4" ROUND 2-1/2" ROUND ® HORIZONTAL FLAT BAR RAIL POST 2" X 3' SQUARE 2" ROUND 2" X 6' SQUARE 2" X 2' SQUARE 2" X 8' SQUARE 2" X 2' SQUARE 3" X X SQUARE 2-1/2" ROUND 4" X44' SQUARE 3" ROUND VERTICAL FLAT BAR (RAIL I POST 2-1/2" X 4' SQUARE 2" X 2' SQUARE 3" X 5' SQUARE 2-1/2" ROUND 4" X 6' SQUARE 3" ROUND USE THESE RAIL/POST COMBINATIONS UNLESS OTHERWISE NOTED. N a 1' -6' OIA. MIN 711ST VARIES -SEE RAIL DErAILS REINFORCED TOP DECK �MIIN " • • •15 .. (REFER GEO�TECH REPORT • •• • -• STEEL POST, TYPE VARIES, REFER TO RAIL /POST CHART DRILLED OONCREfE PIER FOOTING (2) 4' x 3/8" MIN. NELSON STUD AT 18'O.C. COMPACTED SUBGRADE (REFER TO CEO -TECH REPORT) 1 /8" (3.18mm) TOOLED JOINT, CONTINUOUS ALONG PLATE 4" X 2" A36 STEEL CHANNEL 3" X 1/2" MIN. HOOK ANCHOR OR NELSON STUD AT V0,13, 2" x 0 .25" STEEL PLATE WELDED (BEYOND) GRIND SMOOTH EN 2" CONCRETE CAPPED LEDGE OR STEP 1 /8" [3.18mm] TOOLED JOINT, CONTINUOUS ALONG PLATE 4" X 2" A36 STEEL CHANNEL 1 /8" [3.18mm] ROUTED EDGE GROUND SMOOTH 3 "X �' MIN. HOOK ANCHOR OR NELSON STUD @ V O.C. RADIUS 21" STITCH WELD ONE INCH EVERY 4" 2" x 0.25" STEEL PLATE 0° 6' 1' SCALE NOT TO SCALE NOT TO SCALE 1 Typical Rail Footing Detail ® 2 2 x 4 x 4 Coping Plan S 2 X 4 X 4 Coping Detail 2" do. a d e ad 4 as a d, 6" 3" CAPPED LEDGE / STEP 1 /8" [3.18mm] TOOLED JOINT, CONTINUOUS ALONG PLATE 1 /8" [3.18mm] ROUTED EDGE GROUND SMOOTH 3"X 21" MIN. HOOK ANCHOR OR NELSON STUD @ T O.C. RADIUS 12' 6" X 2" X 1/4" STEEL CHANNEL STITCH WELD ONE INCH EVERY 4" 4" x 0.25" STEEL PLATE CONCRETE LEDGE 11 4 ki 4" 1 /8" [3.18mm] TOOLED JOINT, CONTINUOUS ALONG PLATE 1 /8" [3.1 Bmm] ROUTED EDGE GROUND SMOOTH 4" X 2" A36 STEEL CHANNEL 3"X �"' MIN. HOOK ANCHOR OR NELSON STUD @ T O.C. RADIUS �' STITCH WELD ONE INCH EVERY 4" 2" x 0.25" STEEL PLATE L4, 2 X 6 X 6 Coping Detail NOT TO SCAL5, 2 x 4 x 4 Flush Angle Iron Detail NOT TO S2A 6, NA UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e ®� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C F1 LL. ACTION Sport Development, LLC. 811 6965 EI Qamino Reel, 105609 0 Carlsbad, G4 92009 �,1 -� Tall Free: 1(8]])434ACTION �94_;Qo TWO WORKING DAYS SIGN DATE Far: 1(]6O)268a189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcGonBportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. E STAFF E DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 DATE: 4mro 2 HORIZONTAL n � ENCINITAS COMMUNITY PARK //' 10630 -G (.� w RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL 9�•'/ DETAILS ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP-5.4 SHEET195 OF201 PLANNING CASE NO: 04_197 MUP /DR /CDP/EIA 0 m N a �m on a OU Z UQ O zo 00 �M<N N 0amm UUNm cot o a z?Um a NUQom w o z �,mnzo 4w 4 7Z A 4 CONCRETE CAPPED LEDGE OR STEP 1 /8" [3.18mm] TOOLED JOINT, CONTINUOUS ALONG PLATE 4" X 2" A36 STEEL CHANNEL 1 /8" [3.18mm] ROUTED EDGE GROUND SMOOTH 3 "X �' MIN. HOOK ANCHOR OR NELSON STUD @ V O.C. RADIUS 21" STITCH WELD ONE INCH EVERY 4" 2" x 0.25" STEEL PLATE 0° 6' 1' SCALE NOT TO SCALE NOT TO SCALE 1 Typical Rail Footing Detail ® 2 2 x 4 x 4 Coping Plan S 2 X 4 X 4 Coping Detail 2" do. a d e ad 4 as a d, 6" 3" CAPPED LEDGE / STEP 1 /8" [3.18mm] TOOLED JOINT, CONTINUOUS ALONG PLATE 1 /8" [3.18mm] ROUTED EDGE GROUND SMOOTH 3"X 21" MIN. HOOK ANCHOR OR NELSON STUD @ T O.C. RADIUS 12' 6" X 2" X 1/4" STEEL CHANNEL STITCH WELD ONE INCH EVERY 4" 4" x 0.25" STEEL PLATE CONCRETE LEDGE 11 4 ki 4" 1 /8" [3.18mm] TOOLED JOINT, CONTINUOUS ALONG PLATE 1 /8" [3.1 Bmm] ROUTED EDGE GROUND SMOOTH 4" X 2" A36 STEEL CHANNEL 3"X �"' MIN. HOOK ANCHOR OR NELSON STUD @ T O.C. RADIUS �' STITCH WELD ONE INCH EVERY 4" 2" x 0.25" STEEL PLATE L4, 2 X 6 X 6 Coping Detail NOT TO SCAL5, 2 x 4 x 4 Flush Angle Iron Detail NOT TO S2A 6, NA UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e ®� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT C F1 LL. ACTION Sport Development, LLC. 811 6965 EI Qamino Reel, 105609 0 Carlsbad, G4 92009 �,1 -� Tall Free: 1(8]])434ACTION �94_;Qo TWO WORKING DAYS SIGN DATE Far: 1(]6O)268a189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcGonBportDesign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. E STAFF E DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 DATE: 4mro 2 HORIZONTAL n � ENCINITAS COMMUNITY PARK //' 10630 -G (.� w RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL 9�•'/ DETAILS ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP-5.4 SHEET195 OF201 PLANNING CASE NO: 04_197 MUP /DR /CDP/EIA 0 m N a �m on a OU Z UQ O zo 00 �M<N N 0amm UUNm cot o a z?Um a NUQom w o z �,mnzo 6 NYN �f 0 0 n M1 /m bn �1a G v` .V %N i� 4� �a i s 2 N a� o� UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e � PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ACTION Sport Development, LLC. 811 6955 EI Camino Reel. 105609 � ' Carlsbad. CA 92009 y(,ter!'' \//\nn Tall Free: 1(877F134-AC110N TWO WORKING DAYS SIGN DATE Fee: ip601268a189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcNonSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN N M BY: DRAWN STAFF !CHECKED Y' PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4Mo 2 _ 6 ENCINITAS COMMUNITY PARK 10630 =G G. RLA NO.: 4096 v RECORD FROM COUNTY OF SAN DIEGO VERTICAL /1M"'/ DETAILS ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -5.5 SHEETL96 OF201 PLANNING CASE N0: 4-197 MUP /DR /CDP/EIA 2'-0" #4 [131 REBAR @ 12" D.C. 2„ KEYWAY REINFORCED TOP DECK MIN. WATERPROOFING - ° LL ¢ m ASPHALTIC EMULSION, BACK OF 4 #4 #131 @ TOP & BOTTOM c z �•� z O w o �� - WALL AND BELOW GRADE x (2) [ io ¢ m \\ \\ \\ a = > ~ FINISH GRADE -VARIES SEE / / o w -° G #4 [ #131 @ 12" O.C. BOTH WAYS REINFORCED TOP DECK a z g > B 2-0 REBAR #4 [ #131 X DOWEL 12" O.C. TYP. > d �X ° r T ° @ BOTH WAYS, SANDARD HOOK ������/<� -I �� END IN FOOTING. \\���� =• m /\� 2" X 4" KEYWAY a m 1/ 2" EXPANSION JOINT y�������2 4" MIN, AGGREGATE BASE COURSE UNDER AND AROUND ALL CONCRETE (REFER TO GEO-TECH REPORT) b _ REFER TO GEOTECHNICAL REPORT FOR �� >Nx� SUBGRADE COMPACTION 1--0 (3) #4 [ #131 CONT A TYR ����� REFER TO GEOTECHNICAL REPORT FOR SUBGRADE COMPACTION 6" 4" MIN. AGGREGATE BASE COURSE VARIES UNDER AND AROUND ALL CONCRETE (REFER TO GEO -TECH REPORT 1 TYPICAL TURNDOWN WALL DETAIL NOT TO SCALE 2 RETAINING WALL UNDER DECK DETAIL NOT TO SCALE 1 /2" TOOLED RADIUS VARIES FINISH GRADE - VARIES SEE GRADING PLAN. 14" TO 26 2" "WIDE 2" #4 [ #131 REBAR @ 12" D.C. BOTHWAYS, m \ TYP. STANDARD HOOK END IN FOOTING. COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION w N o - X #3 [ #101 X 18" SMOOTH DOWEL @ 2' -6" O.C., GREASE OR WRAP ONE END SECOND CONCRETE POUR- REFER TO COLOR PLAN FOR COLOR & 1 /2" EXPANSION m� �\ z 2" ! JOINT ���� a F m g CUR. TYP. -E' ° • °° 0 - a WATERPROOFING - ASPHALTIC EMULSION, BACK OF /� ¢ > m w W m m AI 1" CHAMFER �� ° 1` \�j \ j WALL AND BELOW GRADE �j�\�� REFER TO GEOTECHNICAL REPORT FOR w ° ° L•. ° > REBAR #4 ( #13) PER 6" O.C. AT TOP, BOTTOM AND END FACES i w o \�� \� J ° -I / \�� i SUBGRADE COMPACTION oa I °:A /�� FINISH GRADE w wQ ��� • °° P � a m �OX ��� �� 2 "X4 "KEYWAY o w m m ���j p REBAR #4 ( #13) PER 6" O.C. p�p w m ��jp� \\ •� • \\ BOTH WAYS. TYP. 6 1y REINFORCED TOP DECK OR FLATBOTTOM, m u_ w �\\ \� \�/ - ''..° �j\ FIRST CONCRETE POUR- NATURAL GRAY COLOR REFER TO MATERIALS PLAN FOR TYPE & 0 a / ° - Q • - • - �. LOCATION. INSTALL 1/2" EXPANSION JOINT /�� /� A . \�j\ REFER TO GEOTECHNICAL REPORT °° BETWEEN FLATNORK AND LEDGE. o ��� ��� _- ° FOR SUBGRADE COMPACTION \ i �������� [3) #4 [ #131 CONT �� �� m J ° ��������� 4" MIN. AGGREGATE BASE COURSE TYP. \� \�\ 4" MIN. AGGREGATE BASE COURSE 11-0" 9" V-3" UNDER AND AROUND ALL CONCRETE BASES TO GEO-TECH REPORT) UNDER AND AROUND ALL CONCRETE (REFER REFE R TO GED -TECH REPORT) 3' -0" 3 CONCRETE CAPPED LEDGE DETAIL NOT TO SCALE F 4 RETAINING WALL ADJACENT TO DECK NOT Ta SCALE UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS e � PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ACTION Sport Development, LLC. 811 6955 EI Camino Reel. 105609 � ' Carlsbad. CA 92009 y(,ter!'' \//\nn Tall Free: 1(877F134-AC110N TWO WORKING DAYS SIGN DATE Fee: ip601268a189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcNonSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN N M BY: DRAWN STAFF !CHECKED Y' PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4Mo 2 _ 6 ENCINITAS COMMUNITY PARK 10630 =G G. RLA NO.: 4096 v RECORD FROM COUNTY OF SAN DIEGO VERTICAL /1M"'/ DETAILS ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP -5.5 SHEETL96 OF201 PLANNING CASE N0: 4-197 MUP /DR /CDP/EIA ✓SF n 0 r 0 n m m M1 &ij M ,A o bo ?t �a N %N i� 4� �a i sV� 2 N a� o� REINFORCED TOP DECK 1 REINFORCED TOP DECK ' -0" MIN. 1 /B" TOOLED JOINT BOTH SIDES PLACE COPING CONSTRUCTION SUPPORT 30= 3" CUR. TYP. RADIUS VARIES, REFER TO AT 4' -0" O.C. MIN. ALONG COPING SECTIONS #3 REBAR AT 12" O.C. BOTH WAYS TYP. ° SHOTCRETE WALL a COPING -REFER TO MATERIALS 4 PLAN FOR TYPE & LOCATION. FOR a a CONNECTION SEE "STEEL PIPE 4" MIN. AGGREGATE BASE COURSE TY . [REFER TO GEO -TECH REPORT] 4fo- COPING" DETAIL i #4 X 1 B" SMOOTH DOWEL AT 2'6" /\ \ \ a #4 [# 131 REBAR SUPPORT, WELDED TO D.C., GREASE OR WRAP ONE END �j �j , �/ _ ������� THE LOWER BACK SIDE OF THE COPING BOND BEAM WITH #3 CONTINOUS & #3 TIES AT 18" D.C. COMPACTED SUBGRADE (REFER TO d _ / 6" DIA. x 8" CONCRETE FOOTING a a GEO -TECH REPORT) /j SHOTCRETE WALL , SECTION PLAN 1 BOND BEAM WITH RADIUS EDGE NOT ro scALE 2 Coping Support Detail Nor ro scALE 20' -0" SPACING MAX AQ9HALTIC EMULSION SEALER CONCRETE RETAINING WALL 1/2" EXPANSION JOINT W/ SEALER, BOTH SIDES, TYP. JOINT TO TOP OF SPREAD FOOTING FOOTING ABLE 3 RETAINING WALL • EXPANSION JOINT & WATER PROOFING REBAR DEVELOPMENT LENGTHS NW Concrete Reba r Size 3000psi 4031 English Metric Top Bars Id Bot. Bars It Idh Top Bars Id Bot. Bars Id Idh #3 #10 21" [53.34cm] 5.08cm x 7.62cm x 4.76mm 16" [40.64cm] 8" [20.32cm] 18" [45.72cm] 14" [35.56cm] 7" [17.78cm] #4 #13 28" [71.12cm] 22" [55.88cm] 11- [27.94=] 25" [63.50cm] 19" [48.26cm] 9" [22.86cm] #5 #16 36" [91.44cm] 27" [68.58cm] 14' [35.56an] 31" [/8.74cm] 24" [60.96cm] 12' [30.48cm] #6 #19 43' 1109.22cm] 33" [83.82cm] 16" [40.84an] 37" [93.98cm] 28" [71.12cm] 14' [35.56cm] #7 #22 62- [157.48cm] 48" [121.92cm] 1W [48.26cm] W [137.16cm] 42" [106.68cm] 17" [43.18cm] #8 #25 71 "[180.34cm]55 "[139.70cm] 2T [55.88=] 62'[157.48cm] 47" [1 19.38cm] 19 "[48.28cm] #9 #29 8W1203.20cm]62 "[157.48cm] 26w [63.50=] 69 "(175.26cm] 530[134.62cm] 21 "[53.34cm] #10 #32 89"[226.06cm] 68 "[172.72cm] 2T[68.58cm] 77' [195.58cm] 59 "[149.86cm] 24 "[60.96cm] #11 #36 98"[248.92cm] 75 "[190.50cm] 30 "[76.20cm] 85' 1215.90cm]65 "[165.1 Ocm] W(66.04cm] NOTES: THESE LENGTHS APPLY TYPICALLY UNLESS NOTED OTHERWISE ON PLANS AND/OR DETAILS CLEAR SPACING BETWEEN PARALLEL BARS MUST BE AT LEAST ONE BAR DIAMETER BUT NOT LESS THAN V. TOP BARS: HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW. LIGHTWEIGHT CONCRETE: MULTIPLY VALUES IN TABLE BY 1.3 CLASS B SPLICE: Id x 1.3 LAP LENGTH. STAGGER SPLICES MIN. OF 24 ". 5 1 REBAR DEVELOPMENT LENGTHS NOT TO SCALE EXPANSION JOINT, TYP. x 2" PRECAST BULLNOSE v CONCRETE COPING. GOLDEN TOP DECK col STATE COPING CO. OR APPROVED EQUAL, WITH 3/8" MORTAR JOINTS, REFER TO MATERIALS �- -7 °- 07- z ° _ APPLY 1/4" BED OF PATCHCRETE ACRYLIC ° POLYMER UNDERLAYMENT BONDING MATERIAL TO TOP OF BOND BEAM. APPLY 1/4" BED OF SPEC MIX ON THE BOTTOM OF X/ COPING �� ", L� COPING BLOCK. POOL TILE [6" x E x 1/4"). SET TILE IN MORTAR, ALIGN TILE FLUSH WITH SHOTCRETE ° a SURFACE. BLEND THIN SET MORTAR WITH LIQUID POLYMER ADMIXTURE. NOTE COPING TO OVERHANG �� -� FINISHED WALL 3/8"./���� - "�.'- BOND BEAM 2. COPING SHALL BE MINIMUM OF 6,000 PSI AND INSTALLED PER 4" AGGREGATE BASE MANUFACTURER'S \ RECOMMENDATIONS. (REFER TO GEO-TECH REPORT) 3. COPING TO BE INSTALLED BY SPECIALTY SKATE PARK CONTRACTOR. 4 j Pool Coping With Tile Detail 6 1 STEEL SHAPES CHART Imperial Round Square Rectangular Nominal Size Act ual Size Nominal Size Actual Size Nominal Size Actual Size 2' HISS 2.375 x 0.1875 2' X 2" HSS 2.000 x 2.000 x 0.1875 2' X 3" HSS 2.000 x 3.000 x 0.1875 5.08cm x 7.62cm x 4.76mm HSS 2.875 x 0.1875 3" X 3" HSS 3.000 x 3.000 x 0.1875 2" X 6" HSS 2.000 x 6.000 x 0.1875 3' HSS 3.500 x 0.1875 3-112"X 3.1/2" HSS 3.500 x 3.400 x 0.1875 2" X 8" HSS 2.000 x 8.000 x 0.1875 3 -1/2" I HSS 4.000 x 0.1875 4" X 4" 1 HSS 4.000 x 4.000 x 0.1875 2 -1/2" X 4" HSS 2.500 x 4.000 x 0.1875 4' I HSS 4.500 x 0.1875 11.43cm x 4.76mm 3" X 5" 1 HSS 3.000 x 5.000 x 0.1875 Metric Round quare Rectangular Nominal Sizel Actual Size Nominal Size Actual Size Nominal Size Actual Size 2' 6.03cm x 4.76mm 2" X 2" 5.08cm x 5.08cm x 4.76mm 2'X 3" 5.08cm x 7.62cm x 4.76mm 2 -1/2" 7.30cm x 4.76mm 3" X 3" 7.62cm x 7.62cm x 4.76mm 2' X 6" 5.08cm x 15.24cm x 4.76mm 3' 8.89cm x 4.76mm 3-1/2" X 3 -112" 8.89cm x 8.89cm x 4.76mm 2" X 8" 5.08cm x 20.32cm x 4.76mm 3 -1/2" 10.16cm x 4.76mm 4" X 4" 10.16cm x 10.16cm x 4.76mm 2-1/2"X4" 6.35cm x 10.16cm x 4.76mm 4- 11.43cm x 4.76mm 3" X 5" 7.62cm x 12.70cm x 4.76mm NOT TO SCALE UNDERGROUND SERVICE (ALERT SAN ELIJO JOINT POWERS oe � PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ACTION Sport Development, LLC. w' 811 6955 EI Camino Reel. 105609 Carlsbad. CA 92009 Tall Free: 1(877)434-ACOON TWO WORKING DAYS SIGN DATE Fax: ip6OI268a189 SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE BEFORE YOU DIG w .AcdonSportDeaign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DE51 ENED BY: 1 DRAWN STAFF CHECKE Ec Y' PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: SEE SHEET C -0.1 HORIZONTAL DATE: 4Mo 2 _ 6 ENCINITAS COMMUNITY PARK 10630 =G RLA NO.: 4096 v RECORD FROM COUNTY OF SAN DIEGO VERTICAL DETAILS ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL AEL R. R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE $P5.6 SHEETL97 0F201 PLANNING CASE N0: 4-197 MUP /DR /CDP/EIA 2 0 O LL n M1 �J yL /m S O b� �1a G v` .V %N i� 4� �a i s 2 N a� o� PLANNING CASE N0: 4-197 MUP /DR /CDP/EIA 0 ERIN M J N µ �m mQ a OU Z UQ O zo 00 ad<�rN j 0 Q M OUWm UOa¢ Z Z O m a A< w o z mNZO ��<x KMNa z 0 VARIES REFER TO SECTIONS w m 1" O 11" REINFORCED TOP DECK KEY JOINT AT BOND BEAM, END OF w KEY JOINT AT BOND BEAM, REINFORCED BANK SHALL LINE UP WITH THE KEY ; END OF TEMPLATE SHALL LINE T JOINT UP WITH THE KEY JOINT` in "V" NOTCH FOR REBAR POINT OF INTERSECT TION, ��� ��% ���� 3/4" x 6" PLYWOOD �- 3/4 x 6 PLYWOOD DRAW A PERMANENT PLUMB LINE ON BOTH SIDES OF THE REINFORCED BANK TEMPLATE TO INDICATE THE (BEYOND) POINT OF INTERSECTION - ✓���/ 1 POINT OF TANGENCY, DRAW A PERMANENT PLUMB LINE ON BOTH SIDES OF THE "V" NOTCH FOR REBAR TEMPLATE TO INDICATE THE POINT OF KEY JOINT AT LA ND 0 2" x 3/4" x 12" � TEMPLATE SHALL U P WITH E KEY W000 FORM STAKE ��������" [iYP.I JOINT 2" x 3/4" x 12.. REINFORCED FLAT BOTTOM WOOD FORM STAKE KEY JOINT AT FLATBOTTOM, END OF in [TYP.] TEMPLATE SHALL LINE UP WITH THE KEY JOINT PT= POINT OF TANGENCY 11 BANK FORM NOT TO SCALE 2 BANK FORM •ISOMETRIC VIEW NOT To SCALE COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. FOR CONNECTION SEE "STEEL PIPE COPING" DETAIL 0 VARIES REFER TO SECTIONS b KEY JOINT AT BONG BEAM, END OF TEMPLATE SHALL LINE N a UP WITH THE KEY JOINT r REINFORCED TOP DECK w KEY JOINT AT BOND BEAM, ENO OF � TEMPLATE SHALL LINE UP WITH THE KEY w JOINT a POINT OF INTERSECTION, DRAW A PERMANENT PLUMB LINE ON BOTH SIDES OF THE TEMPLATE 3/41, x-6" PLYWOOD TO INDICATE THE POINT OF INTERSECTION "V' NOTCH FOR REBAR 3/4" x 6" PLYWOOD / REINFORCED TRANSITION 1' -0" "V" (BEYOND) ��� NOTCH FOR REBAR REINFORCED FLAT BOTTOM 2"x 3/4"x 12" WOOD FORM STAKE �j����, [TYP.1 KEY JOINT AT FLATBOTTOM, END OF 2" x 3/4" x 12' ��.� �� �t'�� TEMPLATE SHALL LINE UP WITH THE KEY W000 FORM STAKE JOINT \��� \���� [fYP.] ED KEY JOINT AT FLATBOTTOM, END OF _���� POINT OF TANGENCY, DRAW A PERMANENT TEMPLATE SHALL LINE UP WITH THE KEY PLUMB LINE ON BOTH SIDES OF THE JOINT TEMPLATE TO INDICATE THE POINT OF PT= POINT OF TANGENCY TANGENCY 3 TRANSITION FORM Nor ro SCALE 4 TRANSITION FORM • ISOMETRIC VIEW NOT To SCALE UNDERGROUND SERVICE SAN ELIJO JOINT POWERS Laxgsc�pF PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �Q�o �� (ALERT CALL. yl v.4 <Rg9n : . .�', ? ACTION Sport Development, L-C. w� 811 6955 El Camino Reel. 105609 Carlsbad. CA 92009 ' vmns (,ter' \/�yn el }9IE Tall Free: 1(877)434-ACTION SIGN DATE SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE TWO WORKING DAYS Of Lp`\F01�P Fee: ip60I268a189 BEFORE YOU DIG w .AcNonSportDssign.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN M BY: DRAWN !CHECKED Y' PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. N STAFF c DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: 4Mo 2 RECOMMENDED: APPROVED: ENCINITAS COMMUNITY PARK 10630•G RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL DETAILS SHEET198 OF201 ELEVATION: 215.640 DATUM:NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE SP-5.7 PLANNING CASE N0: 4-197 MUP /DR /CDP/EIA 0 ERIN M J N µ �m mQ a OU Z UQ O zo 00 ad<�rN j 0 Q M OUWm UOa¢ Z Z O m a A< w o z mNZO ��<x KMNa n N At At 0 O a m N J $iLp f i Y Sm b O g a b a� 0 0 u � i� Y � �a a� rc� on UNDERGROUND SERVICE ALERT CALL. 811 TWO WORKING DAYS BEFORE YOU DIG SAN ELIJO JOINT POWERS oe NOTES: PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT 1. FENCE SHALL MATCH PROFILE OF DECK, SLOPES B LEDGES THROUGHOUT ENTIRE NOTES: PARK PERIMETER. MAINTAIN CONSTANT PROFILE. CONTRACTOR TO SUBMIT SHOP SIGN DATE SIGN DATE DIRECT�F ENGINEERING DATE ENGINEERING DATE SIGN DATE CHANGE NO. DRAWINGS SHOWING PARK PROFILES ON ALL SIDES. DESCRIPTION APPROVED 1. FENCE SHALL MATCH PROFILE OF DECK, SLOPES 6 LEDGES THROUGHOUT ENTIRE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESI NED BY: WN PARK PERIMETER. MAINTAIN CONSTANT PROFLE. CONTRACTOR TO SUBMIT SHOP PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 2. ALL TUBULAR STEEL FENCING SHALL RECEIVE THE FOLLOWING APPLICATIONS: E DRAWINGS SHOWING PARK PROFLES ON ALL SIDES. A. SURFACE PREPARATION - ZINC THERMAL SPRAYED METAWZED FINISH (2 DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: 4M2 RLA NO.: 4096 MIL MINI AS PROVIDED BY ZINC NATION OR APPROVED EQUAL. RECOMMENDED: APPROVED: ENCINITAS COMMUNITY PARK 2. ALL TUBULAR STEEL FENCING SHALL RECEIVE THE FOLLOWING APPUGATIONS: CONTACT: WHITNEY BLAKESLEE (949) 837 -1839 A. SURFACE PREPARATION - ZINC THERMAL SPRAYED METALLIZED FINISH [2 B. INTERMEDIATE COAT - TNEMEC SERIES L69 EPDXILINE II AT 2.04.0 MILS MIL MIN.] AS PROVIDED BY ZINC NATION OR APPROVED EQUAL. C. DFO TOP COAT - TNEMEX SERIES 750 UVX AT 3.0.5.0 MILS OCT. VERTICAL CONTACT: WHITNEY BLAKESLEE (949) 837 -1839 DATE DATE DETAILS SP -5.8 B. INTERMEDIATE COAT - TNEMEC SERIES L69 EPDXIUNE II AT 2.04.0 MILS SHEET ISS OF 207 S. ALL METAL SHALL BE METALLIZED, PRIMED AND PAINTED TO MATCH COMMUNITY C. OFT. TOP COAT - TNEMEX SERIES 750 UVX AT 3.0.-5.0 MILS DFT. PARK TUBULAR STEEL GATE, REFER TO DETAILS AND SPECS BY ROM GROUP. 3. ALL METAL SHALL BE METALLIZED, PRIMED AND PAINTED TO MATCH COMMUNITY 2 "x2" SQUARE STEEL RAIL Z PARK TUBULAR STEEL GATE, REFER TO DETAILS AND SPECS BY RUM GROUP. (TOP G BOTTOM). 2" x 2" SQUARE STEEL RAIL , [TOP 6 BOTR]M]. _ 8' -0" MAX. SPAN 2" POST EXTENSION 1"x 1"x 11 GA. STEEL TUBE PICKETS SPACED 4- D.C. [TYP.] 1 "x1 "x11 GA. STEEL TUBE PICKETS 4" x 4" x 11 GA. STEEL TUBE POST. SPACED 4" O.C. ITYPI. CAP ALL EXPOSED ENDS. 4'x4 "x11 GA. STEEL TUBE POST. . CAP ALL EXPOSED ENDS. 4 "x4" SQUARE PoSf SET IN CONCRETE FOOTING. 9 4 "x4" SQUARE POST SET IN CONCRETE FODIING. . _ HEADER/ TOP OF DECK. 4 5 REFER TO FENCE FOOTING DETAIL. �� V/ i i % / NATIVE SOIL i T/ �/ J Y S' � / REFER TO FENCE FOOTING OETAIL.� T /1'/1 / it %�i�. �. �7i 1 Fence Profile •Sloped Deck °® 3CALE 2 Fence Profile • Stepped Deck/Wall NCT To SCALE = 4 _O 4 "X4 "X11 GAUGE STEEL TUBE POST. CAP ALL EXPOSED ENDS NOTES: 1 "x1 "x 11 GAUGE TUBE STEEL 4 "X4 "X1 I GAUGE STEEL TUBE 1. ALL TUBULAR STEEL FENCING SHALL RECEIVE THE FOLLOWING APPLICATIONS: PICKETS, GRIND ALL WELDS SMOOTH. POST CAP ALL EXPOSED ENDS. 1'x1 N 11 GAUGE TUBE STEEL A. SURFACE PREPARATION -ZINC THERMAL SPRAYED METALLIZED FINISH (2 A. y w PICKETS. GRIND ALL WELDS SMOOTH. MIL MIN.) AS PROVIDED BY ZINC NATION OR APPROVED EQUAL. 2"x2"x 11 GAUGE TUBE STEEL K CONTACT: WHITNEY BLAKESLEE (949) 837 -1839 0. > BOTTOM RAIL. HEADER/ TOP OF DECK. 2 "x2 "x 11 GAUGE TUBE STEEL B. INTERMEDIATE COAT - TNEMEC SERIES L69 EPDXILINE II AT 2.0 -4.0 MILS HEADER / TOP OF DECK. BOTTOM RAIL. C. OFT. TOP GOAT - TNEMEX SERIES 750 UVX AT 3.0.5.0 MILS OFT. • 2. ALL METAL SHALL BE METALLIZED, PRIMED AND PAINTED TO MATCH COMMUNITY � �, i x PARK TUBULAR STEEL GATE, REFER TO DETAILS AND SPECS BY RUM GROUP. i y / ® / T 2"x 2" SQUARE STEEL RAIL _ Y COMPACTED 6UBC�RADE > 7n / / COMPACTED SUBGRAOE _ �° _ YY [REFER TO GEOTECH REPORT) yY 8'A" O.C. MAX. SPAN [TOP 6 BOTTOM]. 4 [REFER TO GEOTECH REPORT) / / 4" x 4" 11 G. POST EXTENSION Y "x "x V A - 12" S0. x 4'S" DEEP CONC. FIG. 1 1 11 GA. STEEL TUBE :• /: .G / " PICKETS SPACED 4" O.C. i 12„ i (TYP) 12" 4' x 4' x 11 GA. STEEL TUBE POST. - CAP ALL EXPOSED ENDS. w ro 4" x 4" SQUARE POST SET IN O FOOTING. REFER TO FOOTING DETAIL. 4 5 NOTES: TOP OF DECK. 1. ALL TUBULAR STEEL FENCING SHALL RECEIVE THE FOLLOWING APPLICATIONS: NOTES: A. SURFACE PREPARATION - ZINC THERMAL SPRAYED METALLIZED 1. ALL TUBULAR STEEL FENCING SHALL RECEIVE THE FOLLOWING APPLICATIONS: FINISH (2 MIL MINI AS PROVIDED BY ZINC NATION OR A. SURFACE PREPARATION - ZINC THERMAL SPRAYED METALUZED APPROVED EQUAL. CONTACT: WHITNEY BLAKESLEE (9491837-1839 FINISH 12 MIL MIN.] AS PROVIDED BY ZINC NATION OR COMPACTED SUBGRADE D SUBG B. INTERMEDIATE COAT - TNEMEC SERIES USE EPDXIUNE II AT 2.64.0 APPROVED EQUAL. CONTACT: WHITNEY BLAKESLEE [949) 837 -1839 y i Y [REFER TO H REPORT] /d MILS B. INTERMEDIATE COAT - TNEMEC SERIES L69 EPDXILINE II AT 2.04.0 W g C. OFT. TOP COAT - TNEMEX SERIES 750 UVX AT 3.0.-5.0 MILS DF O MILS C. OFT. TOP COAT - TNEMEX SERIES 750 UVX AT 3.0.-5.0 MILS OFT. 2. ALL METAL SHALL BE METALLIZED, PRIMED AND PAINTED TO MATCH COMMUNITY PARK TUBULAR STEEL GATE, REFER TO DETAILS AND SPECS BY RUM P. ALL METAL SHALL BE METALLIZED, PRIMED AND PAINTED TO MATCH Y Y GROUP. COMMUNITY PARK TUBULAR STEEL GATE, REFER TO DETAILS AND SPECS BY RJM GROUP. 3 Typ. Fence Panel Detail NOT TO SCALE 4 Fence Footing Detail (Front View) NOT TO SCALE 5 Fence Footing Detail (Side View) SCALE P2= -SCALE UNDERGROUND SERVICE ALERT CALL. 811 TWO WORKING DAYS BEFORE YOU DIG SAN ELIJO JOINT POWERS oe �� ACTIDN Sport Development, L-C. 6965 El Camino Reel. 105609 Carlsbad, CA 77}43 92009 Toll Free: 1[877]434ACTION Fax: 1(760)26B0189 w .ArdrnSportOesign.com PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT �� ��1 SIGN DATE SIGN DATE SIGN DATE DIRECT�F ENGINEERING DATE ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESI NED BY: WN CHEGE BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. E DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: 4M2 RLA NO.: 4096 RECOMMENDED: APPROVED: ENCINITAS COMMUNITY PARK 10630•G RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD_Zq VERTICAL MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE DETAILS SP -5.8 SHEET ISS OF 207 PLANNING CASE NO: 94=197 MUP /DR /CDP/EIA aV O Y a 0 O LN ` J &r i Y Sm LIr O a° a� 00 u � Y � �a a� rc� on u u ELEVATION 1� Plaza Sign Detail x .a� / 4' STEEL, WELD EL TUBE. SIGN IN .OBO GAUGE )RED ON STEEL PLATE WITH R-PROOF BOLTS. � 4' STEEL PLATE )RED TO STEEL POLE WITH 3' NE BDLTS AT TOP & N. TUBULAR STEEL POST [5.01 ATRIUM GRATE, )LYETHYLENE NDS #270 FLAT TOP "RIUM GRATE DISH GRADE SiMA41411111 [5.08cm] PVC SUMP PUMP SCHARGE PIPE NOTE: INSTALLING CONTRACTOR IS TO GLUE OR FASTEN THE END OF PIPE ATRIUM GRATE SO IT CANNOT BE PULLED OFF. 21 Plaza Sign Post Detail NME: CONTRACTOR TO ItaTai PUMP. DsWAAM. VAULT. AND ALL EiaTNCAL CONNaDDs FOR AO]MPUF PUMP 9YSIEM. HH9i TO PLANS FOR Fen LOCATOR. X 1/4" STEEL, WELD STEEL TUBE. D[A. TUBULAR STEEL GT. IIZED VAULT UP, O ENCO RPERGLGRS UP VAPOR STAInLEM STEEL BOOM AND NEOPRENE GASKET FNSH WADE SPODE SOX. W47SWRWF WRH SWU Wf6 25% COMPACTOR) 3UDGRAEE DTaN VALME. CPRUG LOADED. UNDN PUMP BANN, OMNW 3Y 7S.20,m1 DAMERR PVC SA9N 3/1 Or 4JCmm) DA. BLffiI HGIE PoxER moo, OUNaECL TO 11 EV 20 AMP SaMW N£ V 11 5.24cm1 PA FROM PARK 19I esT DINATON, AS DewTu ON MANS SWAP PUMP, 1,/2 HP UmIE GIANT EELIAPSSBFHi5B1EEFFW NxnP MICHELE eA,g 1. THE PLAZA IS AN AT- YOUFIOWN RISK FACILITY. 2. WHEELED ACTIVITIES ARE HIGH RISK ACTMTIES. PROTECTIVE EQUIPMENT SHOULD BE USED AT ALL TIMES. USE OF THIS PLAZA MAY EXPOSE THE USER TO SERIOUS INJURY INCLUDING BROKEN BONES, PARALYSIS OR DEATH. 3. INSPECT THE SURFACES BEFORE YOU BEGIN, AND REMOVE ANY TRASH, DEBRIS OR OBJECTS THAT MAY PREVENT A SMOOTH , SAFE RIDE. DO NOT RIDE IF THERE IS DAMAGE TO THE SURFACE. REPORT ANY FACILITY DAMAGE IMMEDIATELY TO THE CITY OF ENCINITAS. 4. KNOW YOUR ABILITY AND RIDE ACCORDINGLY. 5. NO RIDING WHEN WERE RAINING OR DURING ROUTINE 6. ADDITIONAL RAMPS, JUMPS OR OBSTACLES ARE NOT ALLOWED IN THE PLAZA. NO MODIFICATIONS TO THE SURFACE OR FEATURES ARE ALLOWED. NO RIDING ON PLAZA STRUCTURES NOT SPECIFICALLY DESIGNED FOR THAT PURPOSE. 31 Plaza Sign Text 7. PLAZA HOURS OF OPERATION: DAWN TO DUSK. S. RIDING ALLOWED ONLY DURING POSTED PLAZA HOURS. 9. FOOD & BEVERAGES ARE PROHIBITED INSIDE THE PLAZA. 10. NO RIDING ON CURBS, DRIVEWAYS, OR PARKING LOTS. 11. ABUSIVE, PROFANE OR FOUL LANGUAGE, OR AGGRESSIVE BEHAVIOR WILL NOT BE TOLERATED. 12. NO PETS ALLOWED IN THE PLAZA. 13. FAILURE TO ADHERE TO PLAZA REGULATIONS CAN RESULT IN LOSS OF FACILITY PRIVILEGES AND/ OR CITATION. L4, Sump Pump Discharge Detail CT T� SGAL�S, Sump Pump Detail NOT T� SCAL� 1 i 6 NA NOT TO SCALL__ UNDERGROUND SERVICE (ALERT CALL: 811 TWO WORKING DAYS BEFORE YOU DIG SAN ELIJO JOINT POWERS oe �� ACTIDN Sport Development, LLD. 6965 El , CA Camino 2 Reel. 105609 Call Free: GA77}43 TDII Free: 1[877]434ACTION Fax: 1(76012680189 aAAnv.ActionSportOesign.com PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT 'C,L16J ya�r�J SIGN DATE SIGN DATE SIGN DATE DIREUIW F ENGINEERING DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIENED BY: DRAWN CHECKS : PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. E DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF /n DATE: 4M2 RLA NO.: 4096 RECOMMENDED: APPROVED: ENCINITAS COMMUNITY PARK 10630 =G RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM:NGVD 29 VERTICAL H•�'� AEL R. MCINTYRE, RLA EXP.: 09/30/13 MICHSP-5.9 DATE DATE DETAILS SHEET200 0F201 PLANNING CASE NO: 94=197 MUP /DR /CDP/EIA R R a 0 F O J o. m o� N Y m U% o b � a` o i� 4� �a �i I N AD o PLANNING CASE N0: 4� -1997 MUP /DR /CDP/EIA W, I eve M m J m ma nm mx Q a x OU Z . UQ O Z I- O O N Q —M -✓� N J Q 60 M 00600) UO¢� OT uZU- a a w �" ax XnQ1D_ VARIES REFER TO PLANS m 3" THK. POLISHED GRANITE SLAB, 'CARMEL 3' THK. ROUGHED GRAN SLAB, 'CARMEL 0 0 0 GRI S' OR APPROVED EQUAL, EPDXY TO GRI OR APPROVED EQUAL S' 2 CONCRETE EPDXY TO CONCRETE Iu VARIES REFER TO p w o. 1/2" X 4" REBAR [6 -TYP.] SECTIONS ¢ E 1/2- RADIUS, TYP. 6" EQ. I EQ. B. m > o a F? o 0 1/20 X 4" REBAR 9 NOTE: (6-TYP.1 .g e z �++ THE LEDGE SHOULD BE POURED FIRST LEAVING A CLEAN 6' ED. ED. 6' FINISH GRADE m w SHARP EDGE ON THE TOP . THE TOP EDGE OF THE GRANITE SHOULD HAVE A BULL NOSE WITH A 1/2" RADIUS ON ALL PLAN MEW COMPACTED SUBGRADE �\ • ° A ° ° FOUR SIDES TO MINIMIZE CHIPPING BUT STILL MAINTAIN THE 1/2" RADIUS, TYP. e ° p [REFER TO CEO -TECH REPORT) �� J a EDGE OF A TYPICAL LEDGE. SET IN PLACE WITH A THIN SET VARIES REFER TO PLANS c ° ° 4 MORTAR. 3" THK. POLISHED GRANITE SILAS,'CARMEL O GRIS' OR APPROVED EQUAL, EPDXY TO !7 m u CONCRETE w Z e /��j /��j /����j /�\j � e _O w a ������ � �- ��� �� ° #4 AT 12' O.C. BOTH WAYS, NP. - - - - 3" GIN. -. o ° - � ° a REINFORCED TOP DECK OR � a � � a / / / / / / LOWY > P . ` e ° FLATBOTIDM, REFER TO MATERIALS � � �' #4X12' �2 AT12 "OC ATTOP ������� �� �������� Qao_ BOTTOM NO END FACE6 ����� ������������������ �����x� ����������� Q Q 14 ° ° a LAN FOR TYPE 6 LOCATION. O Z ° - • ° ° INSTALL 1 /2" EXPANSION JOINT �����V�������V���V��V���\ a 4 - BETWEEN FLATWORK AND LEDGE. e e o °d REINFORCED TOP DECK OR ° A° ° ' ` ° FLATBOTTOM, REFER TO MATERIALS PLAN FOR TYPE G LOCATION. NOTE: m n n ° 'O 4 #4 AT 12' O.C. BOTH WAYS, TYP. ° INSTALL 1 /2" EXPANSION JOINT 4" MIN. AGGREGATE BASE ODURSE THE LEDGE SHOULD BE POURED FIRST LEAVING ACLEAN n° �� \�� \�� \ /�\ ° - ° ° \ # 4 X 12 "n 12" AT 12" O.C. AT TOP, BETWEEN FLATVVORK AND LEDGE. [REFER TO GEOTECH REPORT] ITS SIDES. THE TOP EDGE OF SHARP EDGE ON THE TOP AND S \� \� \� \ ° \ \ BOTTOM AND ENO FACES \ \ \ \ THE GRANITE SHOULD HAVE A BULL NOSE WITH A 1 /2' e �� RADIUS ON ALL FOUR SIDES F ICHN STILL AIN H EDGE gTYPICAL LEDGE. SET IN � T (q E WITH SET MORTAR. PER TO GEO- TECHREPORT) SECTION COMPACTED SUBGRADE 4" MIN. AGGREGATE BASE COURSE [REFER TO GEOTECH REPORT] (REFER TO GEUTECH REPORT) 1 Granite Manual Pad NOT TO SCALE 2 Granite Capped Ledge NOT TO SCALE s, NOTES: 1. PATTERN IS FORMED BY COMMON BRICK MASONRY UNITS LAID AT RIGHT ANGLES TO EACH OTHER. INSIDE JOINTS TO HAVE APPEARANCE OF RAKED, ROUGH, SANDY m N GROUTED JOINT, 3/8" WIDE X 1/8" DEEP. TOOL EDGES HAVE AN OUTSIDE JOINT, 3/8' p WIDE ON SELECTED SIDES, AND MATCH THE INSIDE JOINTS WHEN TOOLS ARE JOINED. 2. SURFACE TEXTURE IS THAT OF NEW, UNUSED BRICK, EDGES ARE STRAIGHT, CORNERS ARE SQUARE. STAMPED PATTERN TO HAVE A SMOOTH FINISH. FREE OF VOIDS AND AIR POCKETS. 3. THIS PATTERN IS MEANT FOR REFERENCE ONLY. 4. CONTRACTOR TO FOLLOW PROFESSIONAL STANDARDS AND PRACTICES, INCLUDING THOSE PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE (ACI]. 36-1 /2" 31 Stamped Concrete Herringbone Pattern Detail NOT TO SCALE 4 NA NOT TO SCALE UNDERGROUND SERVICE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT � SDWD W10 -15 C �I LL DEPARTMENT OF ENVRONMENTAL HEALTH LAND AND WATER QUALITY DINSICN ACTION Sport LLC. 811 e Real. 105-6, 6965 EI Camino Reel. 105609 92)09 TaNabee :1( Tall Free: 1[877p134ACTI0N GLENN LEEKS DATE SIGN DATE SIGN DATE SIGN DATE DIRECT F ENGINEERING DATE SIGN DATE SIGN DATE TWO WORKING DAYS Fax: ip6DT268a189 BEFORE YOU DIG ENheoNMENrAL HEALM SPECIALIST w .AcdonBpor:Dssign.com SIGNATURE EXPIRE 2 YRS. AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES( BY: DRAWN 7 CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENE) STAFF DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: .Mro*2 � RECOMMEND APPROVED: ENCINITAS COMMUNITY PARK 10630 -G G./� RLA NO.: 4096 RECORD FROM COUNTY OF SAN DIEGO VERTICAL /1M°'/ DETAILS SHEET 2D1 OF 201 ELEVATION: 215.640 DATUM: NGVD 29 MICHAEL R. MCINTYRE, RLA EXP.: 09/30/13 DATE DATE $P -5.10 PLANNING CASE N0: 4� -1997 MUP /DR /CDP/EIA W, I eve M m J m ma nm mx Q a x OU Z . UQ O Z I- O O N Q —M -✓� N J Q 60 M 00600) UO¢� OT uZU- a a w �" ax XnQ1D_ PARK GENERAL NOTES L I M P R 0 V E M ENCINITAS COMMUNITY PARK BUILDING PLAN 2 DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND /OR GRADE DIFFERENCES EXIST THAT WAVE BEEN 'RP N N SICI4 CONDITIONS SHALL BE IMMEDIATELY O�S REPRESENTATIVE 425 SANTA FE DRIVE, CARDIFF -BY- THE -SEA, CA 92007 3. THE CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEER TWO (2) WORKING DAYS PRIOR TO START OF APN : 260- 650 -01, 260-183-01 THRU 08, 260-183-24 THRU 33 EROSION CONTROL NOTES : I. EOUPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVALABLE AT ALL TIMES DURING THE 12ANY SEASON, NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE OR STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAN IS EMINENT. 2. 92OSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY'S AUTHORIZED REPRESENTATIVE. 3. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE N PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAN PIZOBA13UTY FORECAST EXCEEDS 408. 4. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS, AND BASINS. 5. GRADED AREAS ON THE PERMITTED AREA PE321METEIZ MUST 012AIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY, DRAINAGE TO BE DIRECTED TOWARD DESLTNG FACILITIES. 6. THE CONT12ACTCQ SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 'PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. CONSTRUCTION SAFETY I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 2007 CALIFORNIA CODE, THE 2007 CALIFORNIA MECHANICAL CODE. THE 2007 CALIFORNA PLUMBING CODE AND THE 2007 CALIFORNIA ELECTRICAL CODE 2. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORNG, TEMPORARY SUPPORTS. ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR STRUCTURAL ENGNEER. THE CONTRACTOR S RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTONS AND MEASURES NECESSARY TO EXECUTE THE WORK OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF AS CONSULTANTS SHALL NOT INCLUDE NSPEC71ON OF THE ABOVE ITEMS. PROJECT DIRECTORY OWNER; CITY OF ENCINITAS 505 S. VULCAN AVE. ENCINITAS, CA 92024 TEL, (760) 943 -2210 CONTACTS, DIRECTOR OF PARK E RECREATION LANDSCAPE ARCHTECTT ARCHITECT ELECTRICAL ENGINEER, RJM DESIGN GROUP, INC. JIM MICKARTZ, ARCHITECT KONSORTUM 1 31591 CAMINO CAPISTZANIO 470 WALD- 1532 EAST WARNER AVE. SAN JUAN CAPISTRANIO,CA 92675 RVIII CA 92618 SANTA ANA, CA 92705 TEU (949) 493 -2600 TEL, (949) 450-1088 TI -' (714) 668 -4200 CONTACT ERIC CHASTAIN CONTACT, JIM MICKARTZ CONTACT JERRY LEONHARDT CIVIL ENGNEERj STRUCTURAL ENGINEER, IRRIGATION CONSULTANT, MCE CONSULTANTS ADS CONSULTING ENGINEERS WATER CONICE12N LTD III CORPORATE DRIVE, SUITE 210 19 MONARCH BAY PLAZA 29829 SANTA MARGARITA PKWY.,STE. 200 LADERA RANCH, CA 92694 DANA PONT, CA 92629 RANCHO SANTA MARGARITA, CA 92688 TEL, (949) 542 -7220 TELL (949) 276 -7028 TEL, (949) 635-0474 CONTACTP RICH MOORE CONTACT MOSTAFA OLOUM CONTACT: STEVE HOWL UNDERGROUND SERVICE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS C,5 DEPARTMENT OF ENWFONMENTAL HEALTH AUTH y L LAND AND WATER WALITY DIN90N lV'r 4.12• f"L 4, J TWO WORKING DAYS GLENN EKS DATE SIGN DATE F Be FGRE YOU DIC7 ENNRONMENTAL HEKTH SPECIALIST R3 ZONE FOR ALL SITE WORK b MN" SOUTH RESTROOM / CONCESSION BUILDING TABULATIONS LOWER CONCESSION 596 S.F., UPPER RESTROOM 762 S.F. TOTAL BUILDING AREA =1,356 S.F. BUILDING HEIGHT .......... ..............................2 STORY BUILDING TYPE ............ ............................... TYPE VB, NON SPRINKLERED OCCUPANCY TYPE ........... ........................... TYPE B NORTH RESTROOM BUILDING TABULATIONS TOTAL BUILDING AREA = 762 S.F. BUILDING HEIGHT ............... .........................1STORY BUILDING TYPE ................ ........................... TYPE VB, NON SPRINKLERED OCCUPANCY TYPE ......... ............................... TYPE B All wort in this building shall cordoml to the requirements of the 2007 California Building Code, the 2007 California Mechanical Code, the 2007 California Plumbing Code and the 2007 California Electrical Code. General Miscellaneous Code Notes: 1. There shall be no hazardous materials stored and /or used within this building which will exceed the quantities listed in UBC Tables 3-D and 3 -E, unless shown noted and detailed on these drawings. 2. There shall be no abrupt changes in elevation along the path of travel to this building. Ramps shall not exceed 8.33% (inspector to verify). See grading plan for elevations of sidewalks along the path of travel. 3. All materials installed in this building shall be a minimum Class'C' CHANGE NO. DESCRIPTON APPROVED DATE BENCHMARK SCALE y DESCRIPTION: OC 0019 i LOCATION: SEE SHEET C -0.1 HORIZONTAL - 8 J_ RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NOVI) 29 37597 Camino Daltiaaera Sal Juan Celxatrano, CA 92875 WWw RJMtlas19119aup.cDm n �gaMP 19+9149 &2�0 raw ' `` 19491493.2600 phone SPECIAL DISTRICT APPROVAL FESM RETAINING WALL CONSTRUCTION. Tide Sheet 4. IT SHALL BE THE CONTRACTORS RESPONSBLTY TO CONDUCT HIS OPERATIONS N SUCH A MANNER SO AS TO 48SN1 PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. N THE EVENT OF SLBSTRUCTURE DAMAGE, THE CONTRACTOR CONCESSION ARCHITECTURAL SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR 12EPA12 AND /CFI REPLACEMENT OF SAID .$ RESTROOM SLBSTR(1CTURE, PERMIT No. 5. THE CONTRACTOR SHALL PROVIDE 72 -HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. Nam Travel shown 51$2.0 6. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE A -l.l ENCLOSURE PROJECT BETWEEN THE HOURS OF 5100 P.M. AND 7130 A.M. ON ANY DAY NOR SATURDAY, SUNDAY, OR CITY FERM17 RECOGNIZED HOLIDAYS AT ANY TIME EXCEPT AS APPROVED BY THE CITY. GC Z 53S4.0 South and North Reatroom Foundation Plan 4 7. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR V94CULAR TRAFFIC DURING THE PROCESS OF 54 SDI.O Structural Details CONST12LJCTCK FOR SAN''9tj- � 55 SD2.0 -, 8. THE CONTRACTOR WILL COMPLY TO HPWW. APWA WATCH TRAFFIC CONTROL HANDBOOK WRING CONSTRUCTION. Enlarged North Building Site Plan 56 SD3.0 9. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (800) 422 -4133. FE AGG� p. THE CONIT12ACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND DR I E 0 \\// 1 ', Dimension Plan MAINTENANCE PERIOD. ^. I. CONTRACTOR SHALL SECURE THE PROJECT AREA AT ALL TIMES INCLUDING THE INSTALLATION OF TEMPORARY FENCING. THE CONSTRUCTION PENCE SHALL BE INSTALLED TO THE SATISFACTION OF THE CRY'S TRASH REPRESENTATIVE Plan ENCLOSURE 12. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESES PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 59P -0.0 WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO PERMIT Dimension Plan 6UP -0.1 Plumbing Detail Sheet 4 AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE South Bu' U el Fluor Budding Upper Lev oo 61 P -1.1 CRY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. No • I 0 -�15 13. CONTRACTOR SHALL COORDINATE HIS 9 =FORTS AND WORK WITH OTHER CITY PROVIDED CONTRACTORS, LE 62P -12 Bedroom vg Site Plan South Reetrorn ELECTRICAL, ROGATION AND LANDSCAPE CONTRACTORS. A -S2.5 14. ALL REVISIONS AND CHANGE ORDERS TO THE APPROVED LANDSCAPE ARCHTECTUAL PLANS AND Plumbing Fl orPla North Restroom Plumbing Floormbi 12 SPECIFICATIONS Al2E SUBJECT TO THE 12EVEW AND APPROVAL OF THE CRY BEFORE WORK MAY CONTINUE. South Budding Roof Plan NORTH Saudi Reurcom Level Plumbing Plan 13 A -133.0 South Building Sections A and MINOR CHANGES ARE TO BE TRANSMITTED BY TELEPHONE FACSIMILE TO THE CITY LANDSCAPE ARCHITECT AND Upper South Realroom Upper Level Plumbing Plan 14 THE CITY LANDSCAPE INSPECTOR. MAJOR CHANGES ARE TO BE DONE WITH TWO REVISED BLLELNC-S BEING SENT RESTROOM 15 A -812 South Building Sections E and F TO THE CITY WITH NOTIFICATION GIVEN TO THE CITY LANDSCAPE INSPECTOR. 16 A -S4.0 South Budding Elevations G and H PERMIT 15. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS. A -S41 South Building Elevations I and J ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY TO EXECUTE THE WORK. OBSERVATION �2y No I O --I 18 VISITS , 12 68 &1.1 TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE [INSPECTION OF 19 A -S4.3 THE ABOVE ITEMS. . 6913-1.2 EROSION CONTROL NOTES : I. EOUPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVALABLE AT ALL TIMES DURING THE 12ANY SEASON, NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE OR STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAN IS EMINENT. 2. 92OSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY'S AUTHORIZED REPRESENTATIVE. 3. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE N PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAN PIZOBA13UTY FORECAST EXCEEDS 408. 4. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS, AND BASINS. 5. GRADED AREAS ON THE PERMITTED AREA PE321METEIZ MUST 012AIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY, DRAINAGE TO BE DIRECTED TOWARD DESLTNG FACILITIES. 6. THE CONT12ACTCQ SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 'PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. CONSTRUCTION SAFETY I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 2007 CALIFORNIA CODE, THE 2007 CALIFORNIA MECHANICAL CODE. THE 2007 CALIFORNA PLUMBING CODE AND THE 2007 CALIFORNIA ELECTRICAL CODE 2. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORNG, TEMPORARY SUPPORTS. ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR STRUCTURAL ENGNEER. THE CONTRACTOR S RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTONS AND MEASURES NECESSARY TO EXECUTE THE WORK OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF AS CONSULTANTS SHALL NOT INCLUDE NSPEC71ON OF THE ABOVE ITEMS. PROJECT DIRECTORY OWNER; CITY OF ENCINITAS 505 S. VULCAN AVE. ENCINITAS, CA 92024 TEL, (760) 943 -2210 CONTACTS, DIRECTOR OF PARK E RECREATION LANDSCAPE ARCHTECTT ARCHITECT ELECTRICAL ENGINEER, RJM DESIGN GROUP, INC. JIM MICKARTZ, ARCHITECT KONSORTUM 1 31591 CAMINO CAPISTZANIO 470 WALD- 1532 EAST WARNER AVE. SAN JUAN CAPISTRANIO,CA 92675 RVIII CA 92618 SANTA ANA, CA 92705 TEU (949) 493 -2600 TEL, (949) 450-1088 TI -' (714) 668 -4200 CONTACT ERIC CHASTAIN CONTACT, JIM MICKARTZ CONTACT JERRY LEONHARDT CIVIL ENGNEERj STRUCTURAL ENGINEER, IRRIGATION CONSULTANT, MCE CONSULTANTS ADS CONSULTING ENGINEERS WATER CONICE12N LTD III CORPORATE DRIVE, SUITE 210 19 MONARCH BAY PLAZA 29829 SANTA MARGARITA PKWY.,STE. 200 LADERA RANCH, CA 92694 DANA PONT, CA 92629 RANCHO SANTA MARGARITA, CA 92688 TEL, (949) 542 -7220 TELL (949) 276 -7028 TEL, (949) 635-0474 CONTACTP RICH MOORE CONTACT MOSTAFA OLOUM CONTACT: STEVE HOWL UNDERGROUND SERVICE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS C,5 DEPARTMENT OF ENWFONMENTAL HEALTH AUTH y L LAND AND WATER WALITY DIN90N lV'r 4.12• f"L 4, J TWO WORKING DAYS GLENN EKS DATE SIGN DATE F Be FGRE YOU DIC7 ENNRONMENTAL HEKTH SPECIALIST R3 ZONE FOR ALL SITE WORK b MN" SOUTH RESTROOM / CONCESSION BUILDING TABULATIONS LOWER CONCESSION 596 S.F., UPPER RESTROOM 762 S.F. TOTAL BUILDING AREA =1,356 S.F. BUILDING HEIGHT .......... ..............................2 STORY BUILDING TYPE ............ ............................... TYPE VB, NON SPRINKLERED OCCUPANCY TYPE ........... ........................... TYPE B NORTH RESTROOM BUILDING TABULATIONS TOTAL BUILDING AREA = 762 S.F. BUILDING HEIGHT ............... .........................1STORY BUILDING TYPE ................ ........................... TYPE VB, NON SPRINKLERED OCCUPANCY TYPE ......... ............................... TYPE B All wort in this building shall cordoml to the requirements of the 2007 California Building Code, the 2007 California Mechanical Code, the 2007 California Plumbing Code and the 2007 California Electrical Code. General Miscellaneous Code Notes: 1. There shall be no hazardous materials stored and /or used within this building which will exceed the quantities listed in UBC Tables 3-D and 3 -E, unless shown noted and detailed on these drawings. 2. There shall be no abrupt changes in elevation along the path of travel to this building. Ramps shall not exceed 8.33% (inspector to verify). See grading plan for elevations of sidewalks along the path of travel. 3. All materials installed in this building shall be a minimum Class'C' CHANGE NO. DESCRIPTON APPROVED DATE BENCHMARK SCALE y DESCRIPTION: OC 0019 i LOCATION: SEE SHEET C -0.1 HORIZONTAL - 8 J_ RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM:NOVI) 29 37597 Camino Daltiaaera Sal Juan Celxatrano, CA 92875 WWw RJMtlas19119aup.cDm n �gaMP 19+9149 &2�0 raw ' `` 19491493.2600 phone SPECIAL DISTRICT APPROVAL FESM RETAINING WALL I LOCATION MAP sc PUBLIC WORKS SIGN DATE :OJEGT rE dCALE: NITS VICINITY MAI PLANNING AND BUILDING UPERVISION OF REC ; f vDE APPROVE` DATE: �Awaaa l✓ L.L. A.JN0.: 2502 EXP.: 09 0113 LATE DATE ENT S SHEET INDEX 1 PERMIT No, Tide Sheet I O -q73 48SN1 �Ty ':. CONCESSION ARCHITECTURAL STAND / .$ RESTROOM y PERMIT No. � O -0171 Nam Travel shown 51$2.0 South Restroom Upper Foundation Plan TRASH A -l.l ENCLOSURE 52S3.0 FERM17 No.lO -�i-(4 Level Site Plan 53S4.0 I LOCATION MAP sc PUBLIC WORKS SIGN DATE :OJEGT rE dCALE: NITS VICINITY MAI PLANNING AND BUILDING UPERVISION OF REC ; f vDE APPROVE` DATE: �Awaaa l✓ L.L. A.JN0.: 2502 EXP.: 09 0113 LATE DATE ENT S SHEET INDEX 1 A -01 Tide Sheet STRUCTURAL 48SN1 Structural Notes & Specifications ARCHITECTURAL 49 SN2 Structural Notes & Specifications 2 A -1.0 Architectural Site Plan with Path of 50SLO South Reshnom Lower Foundation Plan Travel shown 51$2.0 South Restroom Upper Foundation Plan 3 A -l.l Enlarged South Building Lower 52S3.0 North & South Restroom Roof Framing Plan Level Site Plan 53S4.0 South and North Reatroom Foundation Plan 4 A -1.2 Enlarged South Building Upper Level 54 SDI.O Structural Details Site Plan 55 SD2.0 Structural Details 5 A -1.3 Enlarged North Building Site Plan 56 SD3.0 Structural Details 6 A -S2.0 South Budding Lower Wall 57 SD4.0 Structural Details Dimension Plan 58 SD5.0 Structural Details 7 A -S2.1 South Building Lower Level Floor Plan PLUMBING g A -S2.2 South Building Upper Level Wait 59P -0.0 Plumbing Lead Shect Dimension Plan 6UP -0.1 Plumbing Detail Sheet 4 A -S2.3 South Bu' U el Fluor Budding Upper Lev oo 61 P -1.1 Noah Plumbing Sim Plan 10 A -92.4 South Building Reflected Ceiling Plan n 62P -12 Bedroom vg Site Plan South Reetrorn 11 A -S2.5 South Building Roof Framing laYOUt 63P -N2.1 Plumbing Fl orPla North Restroom Plumbing Floormbi 12 A -S2.6 South Budding Roof Plan 65P -S2.1 Saudi Reurcom Level Plumbing Plan 13 A -133.0 South Building Sections A and 65P -132.2 Upper South Realroom Upper Level Plumbing Plan 14 A -33.1 South Building Sciences C and D 15 A -812 South Building Sections E and F ELECMCAL ENGINEERWG 16 A -S4.0 South Budding Elevations G and H 66E-0.1 Symbol List 17 A -S41 South Building Elevations I and J 67 E-02 Symbol List 18 A -S4.2 South Building Elevations K and L 68 &1.1 Electrical Site Plan 19 A -S4.3 South Budding Elevations M and N 6913-1.2 Electrical Site Plan W A -N2.0 North Restmom Slab & Wall Plan 70E-1.3 Electrical Sim Plan 21 A -N2.1 North Building Floor Plan 71E -1.4 Electrical Site Plan 22 A -N2.2 North Building RedecuA Ceiling Pfau 72&1.5 Electrical Site Plan 23 A -N2.3 North Restmom Roof Framing Plan 73 R -I 6 Flecrrical Site Plan 24 A -N2.4 North Building Roof Plan '/4 E -1.7 Electrical Sim Plan 25 A -N3.0 North Building Sources 0 and P 75 E -1.8 Electrical Sim Plan 26 A-N3.1 North Building Serious Q and R 76E-1.9 Electrical Site Plan 27 A -N3.2 North Building Sections S and T 77E-1.10 Electrical Site Plan 28 A -N4.0 North Budding Elevations U and V 78E -1.11 Electrical Site-Plan 29 A -N4.1 North Building Elevations W and X 79E-1.12 Electrical Site Plan 30 A -N4.2 North Building Elevations Y and Z 81 Electrical Sim Plan 31 A -N4.3 North Building Elevations 1 and 2 81 E -1.14 Electrical Sim Plan 32 AIE -I Men's Bestroom Interior Elevations 82E-1.15 Electrical Site Plan 33 AI&2 Women's Restmom Interior Elevations 83 E -2.1 North Restmom Lighting Plan 34 AI&3 Concession Ares Interior Elevations 84E -22 South Restroom Lighting Plan 35 A -D.0 Trash Enclosure Plans and Elevations 85E -3.1 North Ruiusiom Power Plan 36 AD -1 Roof Details 86E -32 South Restmom Power Plan 37 AD -2 Louver & Roofing Details 87 EH.1 Single Line Diagram 38 AD -3 Metal Roof Details 88E -4.2 Transformer Schedule and Details 39 AD4 Roof &Plaster Dennis 89 E-4.3 Panel Schedules 40 AD-5 Door & signage Details 90 E-4A Lighting Control Notes, Schedules and Dennis 41 AD-6 Misc. Amhitecturel Details 91 &5.1 Light Fivave Schedule 42 AD-7 Wind Turbine and Misc. Details 92 E -5.2 Lamp Schedule 43 AD -S Enlarged Guardrail 93 &5.3 Title 24 - North Besuoom Building Plan 94 &5.4 Tide 24 - South Eastmain Building 44 AD -9 Guadrad Lattice Elevation 95 &5.5 Tide 24 - Exlerim 45 AD40 Stairway Guardrail Elevation 96E -7.1 Electrical Details 46 AD -11 Trash Enclosure Dennis 97 &8.1 Wind Turbine System 47 A 42 Stormed Ceiling Details 98 &82 Wind Turbine Details 99 &3.3 Wind Turbine Details 100 &9.1 Electrical Site Plan - Bid Alt M3 101 &92 Electrical Site Plan - Bid AIt M4A 102 &9.3 Electrical Site Plan - Bid Alt il4B 103 &9.4 Electrical Sim Plan -Bid Alt 115A IN E-9.5 Electrical Site Plan - Bid Alt M5B 105 &9.6 Electrical Site Plan - Bid Alt MSC C N C / O I HAY DECLPRE THAT I AM TFE IJJ-DSCAPE ARCHITECT OF WORK FOR THr3 PROJECT, THAT I HAVE EXHiC6ED RES, PONSELE CHARGES OVHt THE DESIGN OF THIS PROJECT AS DEPN® N SECTION 6703 OF RE BUSINESS AND PROF5SBONS CODE AND F4E DESIGN IS CON6GiBNr WITH Ct.RRBJT STANDARDS. 1 LNOB2STAND THAT T CHECK OF PROJECT DRAWINGS AND SMCRCATONS BY THE GTY OF SAN DIEGO AND THE SAN DECO COUNTY OEPARTM3JT OF ENVRONMBYfAL HEALTH 6 CONFINED TO A MVEW ONLY AND DOES NOT PEI-EVE NE, AS THE LANDSCAPE ARO4rECT OF WORK. OF MY RESPONSbLRES FOR PROJECT DESIGN RJM CESGN QuKi NC. 51591 CAMNO CAFaTRANO SAN J-AN CAPSTRANO. CA 92675 (9491 493 -2600 _ eY, LARRY RYAN DATE 107-4 REGISTRATION NO 2;192 EXPIRATION DATE 09-30 -203 O 0 O M A .3 Q) M ro AS -B,LT PLANS AND A o COPY OF ENGINEERING REPORT SHALL BE KEPT a AVAILABLE ON SITE z U a n¢ THE SITE WILL NOT o'a tr CONVERT BACK TO o cal v DOMESTIC WATER WITHOUT DEW OR CDPH (CALIFORNIA z o a DEPARTMENT OF PUBLIC t3 a z I- EALTH) APPROVAL w c� o�= f_NQ ENGINEERING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT m n SDWD W10 -15 jt�o �. 981✓./z .,. i 5041a. ENGINEERING SERVICES DEPARTMENT I DRAWING NO. ENCINITAS COMMUNITY PARK PLANNING CASE NO: 04 -197 TITLE SHEET A -01 10630 -G m z wa Ill Be 0 on Va AC aQ R new aD OZ WQ ILW O a a a o a o Q Q H- ^o o H i £ z 8 $ rc } m 0 a c N 9¢ 10 i Zm � o a o P A GENERAL NOTES 1. 2 3. 4. 5. 6. 7. 8. 9. 10. L 12. 13. 14. 9 RK IMPROVEMENT S DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND /OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE MMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE THE CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEER TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILTY TO CONDUCT HIS OPERATIONS N SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND /OR REPLACEMENT OF SAID SUBSTRUCTURE THE CONTRACTOR SHALL PROVIDE 72 -HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS OF 500 P.M. AND 730 A.M. ON ANY DAY NOR SATURDAY, SUNDAY, OR CITY RECOGNIZED HOLIDAYS AT ANY TIME EXCEPT AS APPROVED BY THE CITY. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION. THE CONTRACTOR WILL COMPLY TO HPWH, APWA WATCH TRAFFIC CONTROL HANDBOOK DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (800) 422 -4133. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD. CONTRACTOR SHALL SECURE THE PROJECT AREA AT ALL TIMES INCLUDING THE INSTALLATION OF TEMPORARY FENCING. THE CONSTRUCTION FENCE SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESES PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. CONTRACTOR SHALL COORDINATE HIS EFFORTS AND WORK WITH OTHER CITY PROVIDED CONTRACTORS, I.E. ELECTRICAL, IRRIGATION AND LANDSCAPE CONTRACTORS. ALL REVISIONS AND CHANGE ORDERS TO THE APPROVED LANDSCAPE ARCI- ITECTUAL PLANS AND SPECIFICATIONS ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY BEFORE WORK MAY CONTINJE. MINOR CHANGES ARE TO BE TRANSMITTED BY TELEPHONE FACSIMILE TO THE CITY LANDSCAPE ARCHITECT AND THE CITY LANDSCAPE INSPECTOR. MAJOR CHANGES ARE TO BE DONE WITH TWO REVISED BLUELINES BEING SENT TO THE CITY WITH NOTIFICATION GIVEN TO THE CITY LANDSCAPE INSPECTOR, EROSION CONTROL NOTES I. EGUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE OR STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 2. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY'S AUTHORIZED REPRESENTATIVE. 3. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FILE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 408. 4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS, AND BASINS. 5. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DESILTING FACILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. CONSTRUCTION SAFETY I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 2007 CALIFORNIA CODE, THE 2007 CALIFORNIA MECHANICAL CODE, THE 2007 CALIFORNIA PLUMBING CODE AND THE 2007 CALIFORNIA ELECTRICAL CODE 2. THE DESIGN ADEOUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDEIRED BY THE LANDSCAPE ARCHITECT OR STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY TO EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. PROJECT DIRECTORY OWNS! " °/° CRY OF ENCINITAS THE -SEA, 505 S. VULCAN AVE. A" V / \L L : ENCINITAS, CA 92024 650 -01, 260- TEU (760) 943 -2210 08, 260- 183 -24 CONTACTS: DIRECTOR OF PARK E RECREATION LANDSCAPE ARCHITECT ARCHITECT; RJM DESIGN GROUP, INC. JIM MICKARTZ, ARCHITECT 31591 CAMINO CAPISTRANO 470 WALD SAN JUAN CAPISTRANO.CA 92675 IRVINE, CA 92618 TEL (949) 493 -2600 TEL (949) 450 -1088 CONTACT: ERIC CHASTAIN CONTACT, JIM MICKARTZ CIVIL ENGINEER: ST12UCTL12AL ENGINEER NICE CONSULTANTS ADS CONSULTING ENGINEERS III CORPORATE DRIVE, SUITE 210 19 MONARCH BAY PLAZA LADERA RANCH, CA 92694 DANA POINT, CA 92629 TEL% (949) 542 -7220 TEU (949) 276 -7028 CONTACT; RICH MOORE CONTACT: MOSTAFA OLOUMI ELECTRICAL ENGINEER KONSORTUMI 1532 EAST WARNER AVE. SANTA ANA, CA 92705 TEL (714) 668 -4200 CONTACT, JERRY LEON14ARDT III WATER CONCERN LTD 29829 SANTA MARGARITA PKWY.,STE 200 RANCHO SANTA MARGARITA, CA 92688 TEL, (949) 635 -0474 CONTACT STEVE HOHL ELIJO JOINT POWERS BENCHMARK DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 ENCINITAS COMMUNITY PARK BUILDING PLAN 425 SANTA " °/° COUNTY OF SAN DIEGO THE -SEA, CA A" V / \L L : DEPARTMENT ENVIRONM HEALTI LAND AND WATT ENTAL ER QUALITY DM310N 650 -01, 260- ® 08, 260- 183 -24 THRU 33 TWO WORKING DAYS 4 GLENN LEEKS DATE kBEFORE YOU DIG ENVRONMENTAL HEALTH SPECIALIST A -1.3 Enlarged North Building Site Plan 6 A-S2.0 South Building Lower Wall 60P-0.1 to CHANGE NO. DESCRIPTION APPROVED DATE 63P -DBA North Restroom Plumbing Floor Plan Plan 8 A-S2.2 South Building Upper Level Wall ELECTRICAL ENGINEERING 66 E-0.1 Dimension Plan 9 A-S2.3 South Building Upper Level Floor Plan 10 A -S2.4 South Building Reflected Ceiling Plan 11 A-S2.5 South Building Roof Framing Layout m A-S2.6 South Building ROOfPhm 13 A-S3.0 South Building Sections A and B Z A -S3.1 South Building Sections C and D 15 A-S3.2 South Building Sections H and F D A -S4.0 South Building Elevations G and H 17 ALSO South Budding Elevations I and 1 18 A -S4.2 South Building Elevations K and 19 A -S43 South Building Elevations M and N 20 A -N2.0 North Restroom Slab & Wall Plan 21 A -N2J North Building Floor Plan m A -1,12.2 North Building Reflected Ceiling Plan 23 A -142.3 North Restroom Roof Framing Plan 24 A -N2.4 North Building Roof Plan 25 A -N3.0 North Building Sections 0 and P 26 A -N3A North Building Sections Q and R 27 A -N3.2 North Building Sections S and T ELECTRICAL ENGINEER KONSORTUMI 1532 EAST WARNER AVE. SANTA ANA, CA 92705 TEL (714) 668 -4200 CONTACT, JERRY LEON14ARDT III WATER CONCERN LTD 29829 SANTA MARGARITA PKWY.,STE 200 RANCHO SANTA MARGARITA, CA 92688 TEL, (949) 635 -0474 CONTACT STEVE HOHL ELIJO JOINT POWERS BENCHMARK DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 ENCINITAS COMMUNITY PARK BUILDING PLAN 425 SANTA FE DRIVE, CARDIFF -BY- THE -SEA, CA 92007 APN 260- 650 -01, 260- 183 -01 THRU 08, 260- 183 -24 THRU 33 GG BONE FOR 5ANTA .- ......,. a �� FE AGGECS `,, - DRI\/E ONLY' TRASH ENCLOSURE PERMIT /�°Y NO.10 -0175 1 G� y W" ILL NORTH RE5TROOM PERM 1 T No.1 O -q-72 R5 ZONE FOR ALL 517E NOR< SOUTH RESTROOM / CONCESSION BUILDING TABULATIONS LOWER CONCESSION 596 S.F., UPPER RESTROOM 762 S.F. TOTAL BUILDING AREA = 1,358 S.F. BUILDING HEIGHT .......... ..............................2 STORY BUILDING TYPE ............ ............................... TYPE VB, NON SPRINKLERED OCCUPANCYTYPE ........... ........................... TYPES NORTH RESTROOM BUILDING TABULATIONS TOTAL BUILDING AREA 111762 S.F. BUILDING HEIGHT .......... ..............................1 -STORY BUILDING TYPE ............ ............................... TYPE ME, NON SPRINKLERED OCCUPANCY TYPE TYPE All work in this building shall conform to the requirements of the 2007 California Building Code, the 2007 California Mechanical Code, the 2007 California Plumbing Code and the 2007 California Electrical Code. General Miscellaneous Code Notes 1. There shall be no hazardous materials stored and /or used within this building which will exceed the quantities listed in UBC Tables 3-D and 3-E, unless shown noted and detailed on these drawings. 2. There shall be no abrupt changes in elevation along the path of travel to this building. Ramps shall not exceed 8.33% (inspector to verify). See goading plan for elevations of sidewalks along the path of travel. 3. All materials installed in this building shall be a minimum Class'C' F ®\ ' 31591 Camino Capistrano IF 8 H See Juan degngrnupsoma 875 - o [9491493-2690 fax p.mm R M P e f9491 493- 28901ax 1949) 493 -26DO phone F ttf� SCALE SPECIAL DISTRICT APPROVAL DESI HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 t 8 LOCATION MAP SCALE: NTs RETAINING NALL PERMIT No. O -Cr5 GONGESSI ON STAND / RESTROOM PERMIT No. O -q71 ENCLOSURE ERMIT . O -(�i-14 I PUBLIC WORKS SIGN DATE DATE: Lvavean L.L.A. NO.: 2502 EXP.: 09/30/13 :OJEGT rE SCALE: NTS VICINITY MAF PLANNING AND BUILDING SHEETINDEX I A -01 Title Sheer STRUCTURAL ARCHffECFITRAL 2 A -1.0 Architcaurml Site Plan with Path of 50SLO South Restroom Lower Foundation Plan Travel shown 3 A -LI Enlarged South Building Lower 53S4.0 South and North Restroom Foundation Plan Level Site Plan 4 A -1.2 Enlarged South Building Upper Level 56 SOL Structural Dennis; Site Plan 5 A -1.3 Enlarged North Building Site Plan 6 A-S2.0 South Building Lower Wall 60P-0.1 Plumbing Detail Sheet Dimension Plan 7 A-S2.1 South Building Lower Level Floor 63P -DBA North Restroom Plumbing Floor Plan Plan 8 A-S2.2 South Building Upper Level Wall ELECTRICAL ENGINEERING 66 E-0.1 Dimension Plan 9 A-S2.3 South Building Upper Level Floor Plan 10 A -S2.4 South Building Reflected Ceiling Plan 11 A-S2.5 South Building Roof Framing Layout 12 A-S2.6 South Building ROOfPhm 13 A-S3.0 South Building Sections A and B 14 A -S3.1 South Building Sections C and D 15 A-S3.2 South Building Sections H and F 16 A -S4.0 South Building Elevations G and H 17 ALSO South Budding Elevations I and 1 18 A -S4.2 South Building Elevations K and 19 A -S43 South Building Elevations M and N 20 A -N2.0 North Restroom Slab & Wall Plan 21 A -N2J North Building Floor Plan 22 A -1,12.2 North Building Reflected Ceiling Plan 23 A -142.3 North Restroom Roof Framing Plan 24 A -N2.4 North Building Roof Plan 25 A -N3.0 North Building Sections 0 and P 26 A -N3A North Building Sections Q and R 27 A -N3.2 North Building Sections S and T 28 A -N4.0 North Building Elevations U and V 29 A -N4J North Building Elevations W and X 30 A -N4.2 North Building Elevations Y and 31 A.144.3 North Building Elevations 1 and 2 32 AIE-I Men's Restroom intenor Elevations 33 AIE -2 Womens Restroom Interior Elevations 34 AIE -3 Concession Area Interim Elevations 35 A -710 Fresh Enclosure Plans and Elevations 36 AD -1 Roof Details 37 AD -2 Louver & Roofing Details 38 AD -3 Metal Roof Details 39 AD4 Roof & Plaster Details 40 AD -5 Door& signage Details 41 AD -6 Miser Architxturu Details 42 AD -7 Wind Turbine and Misc. Details 43 AD -8 Enlarged Guardrail Plan 44 AD -9 Guardmil Lattice Elevation 45 AD -10 Stairway Guardrail Elevation 46 AD -11 Trash Enclosure Details 47 AD -12 Suspened Ceiling Details STRUCTURAL 48 SNI Structural Notes & Specifications 49 SN2 Structural Notes & Specifications 50SLO South Restroom Lower Foundation Plan 51 S2.0 South Restroom Upper Foundation Plan 52S3.0 North & South Restroom RoofFr4ming Plan 53S4.0 South and North Restroom Foundation Plan 54 SOLO StruMUral Details 55 SD2.0 Structural Details 56 SOL Structural Dennis; 57 SDF0 Structural Derails 58 SO5.0 Stmctuml Details PLUMBING 59 P -0.0 Plumbing Lead Sheet 60P-0.1 Plumbing Detail Sheet 61 NIT North Restroom Plumbing Site Plan 62 P -1.2 South Restroom/ Concession Plumbing Site Plan 63P -DBA North Restroom Plumbing Floor Plan 64 P -S2.1 South Restroom Lower Level Plumbing Plan 65P -S2.2 South Restroom Upper Level Plumbing Plan ELECTRICAL ENGINEERING 66 E-0.1 Symbol List 67 E-0.2 Symbol List 68 E-1. 1 Electoral Site Plan 69 E-1.2 Electrical Site Plan 70 E-1.3 Electrical Site Plan 71 E-I A Electrical Site Plan 72 E-1.5 Electoral Site Plan 7381.6 Electrical Site Plan 74 E-1.7 Electrical Site Plan 75 ELLA Electrical Site Plan 76E -1.9 Electrical Site Plan 77E -1.10 Electrical Site Plan 78E -1.11 Electrical Site Plan 79 E-1.12 Electrical Site Plan 80E -1.13 Electrical Site Plan 8181.14 Electrical Site Plan 82 E-1.15 Electrical Site Plan 83 E-2.1 North Restroom Lighting Plan 84 E-2.2 South Restroom Lighting Plan 85 83.1 North Restroom Power Plan 86E -3.2 South Restroom Power Plan 87 ELIA Single Line Diagram 88 E4.2 Transformer Schedule and Details 89 E4.3 Panel Schedules 90 ELIA Lighting Control Notes, Schedules and Details 9185.1 Light Fixture Schedule 92 E_5.2 Lamp Schedule 93 E-53 Tide 24 -North Restroom Building 94E -5.4 Tide 24- South Restroom Budding 95E -5.5 Tide 24- Extorter 96 E-ZI Electoral Details 97E -8.1 Wind Turbine System 98E -8.2 Wind Turbine Details 99 E-8.3 Wind Turbine Details 100 E-9.1 Electoral Site Plan - Bid Alt #3 101E -9.2 Electoral Site Plan - Bid Alt #4A 102E -9.3 Electrical Site Plan - Bid Alt #4B 103E -9.4 Electrical Site Plan - Bid Alt #5A 104 E-9.5 Electoral Site Plan - Bid Alt #5B 105 E-9.6 Electoral Site Plan - Bid Alt #5C N IS HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR YL PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFIED N BECTON 6703 OF THE BUSINESS AND PROFEBBKMNS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF E DECO AND THE BAN DEGO COLMY DEPARTMENT OF ENVROM -HfrAL HEALTH IS CONFINED TO , REVIEW ONLY AND DOES NOT RELIEVE ME. AS THE LANDSCAPE ARCHTECT OF WORK OF MY RESPONSBILIFES FOR PROJECT DESIGN. RJM DEB I GROUP, INC. 5691 CAMNO CAPISTRANO SAN JUAN CAPISTRANO, CA 92675 (949) 493 -2600 BY- LARRY RYAN DATE III REGISTRATION NO, 25(22 EXPIRATION DATE 09 -30 -2013 AS -BUILT PLANS AND A COPY OF ENGINEERING REPORT SHALL BE KEPT AVAILABLE ON SITE THE SITE WILL NOT CONVERT BACK TO DOMESTIC WATER WITHOUT DEW OR CDPH (CALIFORNIA DEPARTMENT OF PUBLIC HEALTH) APPROVAL ENGINEERING ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT SDWD W10 -15 DATE IREC F ENGINEERING DATE SIGN DATE SIGN SIGNATURE EXPIRE 2 YRS. AFTER DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT LIFE APPROV ENCINITAS COMMUNITY PARK A -01 DRAWING NO. 10630 -G TITLE SHEET PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA A -01 DRAWING NO. 10630 -G r a 0 0 a m 0 a n v N o ^ CALL. ARCX Ci LEED AP AR Wald (t� Irvine 811 Co. 9450 1 949 450 1088 TWO WORKING DAYS 949 266 5557 F a a BEFORE YOU DIG mail: mickartzil Isom CHANGE NO. DESCRIPTION I APPROVED DATE SAN ELIJO JOINT POWERS SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC-0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVO 29 Accessible Path of Travel To Santa Fe Ave. shown with heavy dots. See Civil Drawings for continuation of sidewalk — 0� 0 02�� NORTH TRASH ENCLOSURE Permit # 10 -975 1 , NORTH ® RESTROOM BUILDING I e Permit If 10 -972 I I A as i I e I � P Accessible Path of travel I to the Restroom Buildings I shown with heavy dots. e I See Civil Drawings for I a I grades, ramps, signage 9 i 540'J' 1 ° I ,•, i I d ° I ` I : I I I 1 � I� 1 I ` � I I ® s 1 � 1 ® +o PLUMBING FIXTURE COUNT: The number of plumbing fixtures = for this project is based upon the appropriate number needed \ for a park of this size. The 2007 California Plumbing (ode, section 412.1 does not require a specific number of fixtures in -' Section 412.1.1 which reads" Community and / or municipal parks with a bleacher Capacity not exceeding 500 seats shall be exempt from this section and Tables 4-1 and 44. This project has no bleacher seating and therefore the exemption allowed is this section shall be applicapble. Overall Site Plan with Path s ' \III t 31591 Camino Capistrano * San Juan Capistrano, CA 92675 w DESIGN [949] 4JM2690 fax R� MGROUP r 19491493 -2090 ph ' `` I�r °♦ 19491493 -2600 Phone of Travel and Building Setbacks PUBLIC WORKS 7 PLANNING AND BUILDING SIGN DATE I itr_5D14 MI: 709: 1 :7gPIR1RU7gC46YR19qNT /69U7R[R]a DATE: P➢RIL 8. 2012 LICENSE NO.: G1041fi ARCHITECT EXR: 12131/13 SIGN DATE v vi j I I I I I I ® I I I I F -F - - - I IJ I I L__J I I L____J PARKS AND RECREATION APPROVALS RECOMM APPROVED: WHIN FRENKEN ISA RUDLOFF II 9 2012 April 9, 2012 DATE DATE 0 s v� I I RETAINING WALL PERMIT # 10 -973 SOUTH - RESTROOM /CONCESSION BUILDING PERMIT # 10 -971 SOUTH -TRASH \ENCLOSURE TRrmit # 10 -974 ♦ ♦ ♦ m Ilh \ ♦♦ ENGINEERING COUNTY OF SAN DIEGO ENCINITAS FIRE DEPARTMENT #RW 3201 E DATE GLENN LEEKS DATE SIGN DATE ENNRONMENWL HEALTH SPECIALIST CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK 10630 -G ARCHITECTURAL SITE PLAN WITH PATH OF TRAVEL A_1.0 SHEET 2 OF PLANNING CASE NO 04-197 MUP /DRICDP /EIA a 0 I]0� 3ZZ 0�0 aka r- a a a 0 0 a 0 a N L Lower Level Finished Floor Line at 175.30' Storage Hallway Concession 184.30' AA A AA 184.30 Is Is Is Is Is Is Is Is Existing Spot sting Spot Grade Exi Grade Elev. La Elevations 186.60' i e� Gr 186.30' L ALL AAA L� ALL E, D e°o �q Pp°v ee ase �♦ o °P° °e °a° \ e'°° naa `�\ r. oQ o°o e o ne`?: °o°°d ° °e \`..'�eo landing °°°'° °P° °veers at 180.30' Landing 1 °e° °e A POSe vao ° ° °° at 179.80' , A A'&, • ^Q e ° ,° \ ° kk Qe° .30' >>9 .30' 1 1 T,y Existing Grade Line 186.00' u F C �\ a i a C Enlarged South Restoom Building Lower Plaza Site Plan UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS ��.5t1 ' +, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT D CALL: ARCHITECT LEER AP AUTHORITY °' 470 Wald 31591 Camino Capistrano Adibir (� Irvine = San Juan CaDistrana, CA 9265 DESIGN 4 811 Co. 92618 a- * wvnvJrJMEes,"`, am p.mm , ^♦ GROUP 949 450 1008 �nr�n t `� 19491498 -2890 iax ' `� 'I9 201 Mml M. TWO WORKING DAYS 949 2665551 Fa. SIGN DATE ®/ rA \ \r° 19491498 -2600 phone SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE BEFORE YOU DIG moil: mirkart: ®ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 DATE: APRILa,2012 RECOMM APPROVED: HORIZONTAL G; ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: G1041fi WHIN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL 119 2012 April 9, 2012 ENLARGED SOUTH BUILDING LOWER LEVEL SITE PLAN ELEVATION: 215.640 DATUM: NGVD 29 I Iii MICKWARCHITECT EXR: 12131/13 DATE DATE A -1.1 SHEET 3 OF 105 PLANNING CASE NO 04-197 MUP /DR/CDP /EIA 101 �8 a r n m NO m , G(l� 3ZZ o-0 X aka J r- a a a 0 0 a m O a N L 179.80' Existing Spot Grade Elevation a1186.60' Women OWN! Lower Level Finished Floor Line at 185.63 Secondary Electrical Room -- — — — — — — Men yO \ C a J i C C Enlarged South Restoom Building Upper Plaza Site Plan UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT D ARCHITECT CALL: LEED AP AUTHORITY °' ,, 470 Wald 31591 Camino Capistrano Irvine = San Juan Capistrrana, CA 92675 DESIGN 811 Co. 92618 a- * Ovvv.RJMEesgngraup.mm , ^♦ GROUP 949 450 1008 �a /nn a `� [949] 498 -2690 fax ' `� 'I9 201 Mml M. TWO WORKING DAYS 949 2665551 Fax SIGN DATE ®� sA1�r° 19497498 -2600 phone SIGN DATE SIGN DATE iBY GRE S DATE SIGN DATE BEFORE YOU DIG mail: mickort: ®ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: OC 0019 ET Cll.1 DATE: P➢RIL 8, 2012 RECOMM APPROVED: HORIZONTAL G; ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: G1041fi HN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL 119 2012 April 9, 2012 ENLARGED SOUTH BUILDING UPPER LEVEL SITE PLAN ELEVATION: 215.640 DATUM: NGVD29 /MES MICKWARCHITECT E P: 12131113 DATE DATE A -1.2 SHEET 4 OF105 PLANNING CASE NO 04 -197 MUP /DR/CDP /EIA a n m TP L14a 3zz x aka J r a a 0 r 0 a 0 a N o ^ L i i &fisting 168' Grade line Finished Grade Elevation 168.00' Bridled Grade EleNian 168.40' �l 168.63' Finihsed Surface Men 168.18' Finihsed Grade 168.68' 168.60' Surface finis Surface Fnissed c N� TH a F a Y L Enlarged North Restoom Building Site Plan UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS �\.5t1 ' +, , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT D CALL: ARCHITECT LEER AP AUTHORITY °' ,�, 470 Wald 31591 Camino Capistrano (� Irvine = San Juan Capistrran0, CA 92675 DESIGN 4 811 Co. 92618 a- * vieve RJMEesgngroup.mm , ^♦ GROUP 949 450 1088 �o /nn o `� 19491498 -2690 fax ' `� 'I9 201 Mml M. TWO WORKING DAYS 949 2665551 Fax SIGN DATE ®� sAS�r° 19491498 -2600 phone SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE BEFORE YOU DIG moil: mickartze9ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEE SHEET ".I DATE: WRIL9,2012 RECOMM APPROVED: HORIZONTAL G; %'� ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: G1041fi HN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL 119 2012 April 9, 2012 ENLARGED NORTH BUILDING SITE PLAN ELEVATION: 215.640 DATUM: NGVD 29 //MES MIC ARCHITECT EXR: 12131113 DATE DATE A -1.3 SHEET 5 OF 105 PLANNING CASE NO 04-197 MUP /DRICDP /EIA a n m NO m , 3zWZ x aka J r a a 0 a 'm 0 a v N L O L. 6 ct� -54.3 54. g S3 lc/ 53.1 lnl 7.0 E -54.1 34.3 n CALL. ARCX Ci LEEa AP AR Wald Irvine w 811 Co. 9450 1 949 456 1088 TWO WORKING DAYS 949 266 5551 Fax BEFORE YOU DIG moil: mirkartzlil Isom CHANGE NO. DESCRIPTION I APPROVED DATE SAN ELIJO JOINT POWERS SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.840 DATUM: NGVD 29 N T T T SIGN DATE A SIGN DATE 8 x 12 x 16 OR 12 x 12 x 16 Integral Color Burnished (MU Upper Exi Retain Walls& South Bldg. Feature Wall F M r I r I -54 3 28'-8" Lower and Upper Level Exterior Walls A -54.1 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Sections for heights PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 411 Interior 6'8" High, Cantilevered 91.1011 81411 9' -l0a 411 9 r r RECOMM APPROVED: HORIZONTAL r - ENCINITAS COMMUNITY PARK r r r LICENSE NO.: G1041fi Ir VERTICAL r r 119 2012 April 9, 2012 I SHEET 6 OF 10 MES MIC ARCHITECT EXR: 12131113 DATE DATE A —S2.0 r r r I r I r I r r r I I ; L Ir r r 6" High Concrete Pad underneath rohinetry F 4-53. -- -- -- -- 1 -- _--- s-- - -- F --- -- -S3. Below Grade Waterproofing, Aquadrain and 2" polystyrene protection board at ALL retaining walls. See referenced 'l6( CCC% llllL( C CC %JllILCC %llllllLCC!llll!(�[CL lllllCLC% lllllCCC!llllllCCC %1111![[ {ii C %1;��z7Z7 CC%llI1LCCCL %JllILCC_lll!!d" // details and specifcmions, lyp. n VIA!i VIA 6" dia. perforated ABS Sub Grade Brain Line. See Detail #3 on AD 12 4 S ^ 2 See Civil drawings for continuation ' < ;° of pipe and connection to sub grade r v _ 2 drainage system BP 3 j VIA 4 r'J 53.1 (^ 7l :i /, V/, - -- - - - - - - - - VI Ne 56" X1 iJ ?_ Floor Drain. See Plumbing Drawings Storage Concession Slope slab 1 /8" per foot toward brain iijVIA VIA Y Y/' e i g1g" 2'10" B r5'J� i 'A 8 --- -- an -- -- - -- -- �/I "5 Gi -53.0 777, ' lYLC4JJYSFii 1° \itiY tiv nAA°nn ° %> >� AAAA ? ,i AA > 2v ' > ✓ i r r ° A° "k> o D I AD-1 I I •/(/)'" �/' _ _ _ _ _ _ _ ' 1 A°e�, r b oAOA AAA ° 24 1 51 Vi 2-8 4'-0a 2'-8 Vi 5 1 2'Aa -8 -811 AAA Z/ 4" 9' 1-1011 8' -0" 9' 411 AA iii r i -1011 -10" i. r r Z811 r °.. °AA° #oAe °° I I I ��. A A� CALL. ARCX Ci LEEa AP AR Wald Irvine w 811 Co. 9450 1 949 456 1088 TWO WORKING DAYS 949 266 5551 Fax BEFORE YOU DIG moil: mirkartzlil Isom CHANGE NO. DESCRIPTION I APPROVED DATE SAN ELIJO JOINT POWERS SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.840 DATUM: NGVD 29 N Grout, Mortar and Reinforcement Wall legend �O T 6" dia. perforated ABS Sub Grade_ Drain Line. See Detail #3 on AD if See Civil drawings for continuation of pipe and connection to sub grade drainage system LJ i ., 4.1 r 53. 53.1 A -53.0 A e AAOee oe `+A South /' 1 H H 1 540 — Restroom AA A A A AA AA A A A noevA S4.1 -54.0 - - - - -- ------ - - - - -- -54.0 A -54.1 South Restoom Building Lower Floor Wall and Slab Planj Scale: 3 /8"anVo'1 �y PUBLIC WORKS PLANNING AND BUILDING ENGINEERING 31591 Camino Capistrano \iI San Juan Capislmna, CA 92675 DESIGN w,mv.RJMEesgngrouto.mm GROUP 19491493 -2690 fax '19 201 ENCINITAS FIRE DEPARTMENT 6µr 0 8 x 12 x 16 Integral Color Burnished (MU Exterior Low Seat Walls & Low Level Ext. Retaining SIGN DATE p 1 •J SIGN DATE 8 x 12 x 16 OR 12 x 12 x 16 Integral Color Burnished (MU Upper Exi Retain Walls& South Bldg. Feature Wall AA SIGN DATE 8 x 12 x 16 Gray Precision CMU Building Lower Level Retaining Walls 8 x 8 x 16 Gray Precision (MU Lower and Upper Level Exterior Walls 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Sections for heights PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 6 x 8 x 16 Gray Precision (MU Interior 6'8" High, Cantilevered PLANS PREPARED UNDER SUPERVISION OF Grout, Mortar and Reinforcement Wall legend �O T 6" dia. perforated ABS Sub Grade_ Drain Line. See Detail #3 on AD if See Civil drawings for continuation of pipe and connection to sub grade drainage system LJ i ., 4.1 r 53. 53.1 A -53.0 A e AAOee oe `+A South /' 1 H H 1 540 — Restroom AA A A A AA AA A A A noevA S4.1 -54.0 - - - - -- ------ - - - - -- -54.0 A -54.1 South Restoom Building Lower Floor Wall and Slab Planj Scale: 3 /8"anVo'1 �y PUBLIC WORKS PLANNING AND BUILDING ENGINEERING 31591 Camino Capistrano \iI San Juan Capislmna, CA 92675 DESIGN w,mv.RJMEesgngrouto.mm GROUP 19491493 -2690 fax '19 201 ENCINITAS FIRE DEPARTMENT PLANNING CASE NO: 04-197 MUP /DRICDP /EIA a n m re m , L10 3ZZ 0�0 aka J 6µr 0 19491493 -2600 phone SIGN DATE SIGN DATE 18r. GRE S DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMM APPROVED: HORIZONTAL DATE: ARIL n, 2012 - ENCINITAS COMMUNITY PARK 10630 -G WHIN FRENKEN ISA RUDLOFF LICENSE NO.: G1041fi VERTICAL 119 2012 April 9, 2012 SOUTH BUILDING LOWER LEVEL WALL & SLAB PLAN SHEET 6 OF 10 MES MIC ARCHITECT EXR: 12131113 DATE DATE A —S2.0 PLANNING CASE NO: 04-197 MUP /DRICDP /EIA a n m re m , L10 3ZZ 0�0 aka J F FIRE DEPARTMENT NOTES: I. "Knox" key box shall be installed at the front of the Concession Building. Meeting height shall be minimum 60 and maximum 70 inches above the exterior finished surface. Provide Keys to the Fire Dept. to place in Knox Box for emergency access. CF( 506.1 Amendment 2. Provide two fire extinguishers, set on wall hooks in Concession Room. Coordinate the exact location the Ore dept. inspector. The fire extinguishers shall he 2A -10B( 3. There shall be no built in cooking appliances in the Concession Room. 4. Provide a permanent sign on the Electrical Room Door that shall be as follows: ' CAUTION: WIND GENERATED ELECTI(AL SYSTEM ' Red Beckoned ` White Lettering Minimum 3/8" loner height ' All capital letters ` Arial or similar font, non - bold 5. Marking is required on all interior and exterior DC conduit, raceways, enclosures, cable assemblies and junction boxes to alert the Fire Service to avoid tuning them. Marking should be placed on all interior and exterior D( conduit, raceways, enclosures and cable assemblies every 10 feet, at turns and above and or below penetrations and all D( combiner and junction boxes according to the following content and format: ' CAUTION: WIND GENERATED ELECTRICAL CIRCUIT ' Red Backround ' White Lettering ' Minimum 3/8" letter height ' All Capital Letters ' Arial or similar font, non - bald ' Reflective, weather resistant material suitable for the environment. 6. ELECTRICAL - AII circuit breakers shall be labeled to clearly identicate areas served. The main electrical shut off shall be identified with either the business name or the business address. 7. An approved set of building plans shall be on the job site during construction. NO INSPECTIONS WILL BE MADE WITHOUT COMPLIANCE WITH ABOVE. (DC Section 108 a a O it m 0 a a CALL; 811 TWO WORKING DAYS BEFORE YOU DIG F CHANGE NO. v N Suspended T Bar Ceiling at V6 A.F.F. See Detail Ml on sheet AD 12 for typical suspended ceiling details 7 Concession Area Reflected Ceiling Plan -54.3 A g A- 54.2 53. 53.1 D A 53.0 A F M I 1 I 1 I 1 I I 1 I 1 1 I I 1 I I 1 I 1 1 1 _____________________ 1 y________� ' I I 1 1 I 2 x 4 Fluorescent Light Fixtures. See Eledriml Drawings I I I ; I I I I I I I i I A -53.1 ........ 14- Storage Provide 12" 12" Return Air Grill with removable 11 Her at ceiling of Concession Area. Conned grill plenum to Nutone In Une Exhaust fan located in Plumbing (hose. See See A 2.3 O Hallway A68 Roll up steel door v L -- - - - - - - - - - - ° - - O r 1 ^ " AA miler ooe°° I 1 one ° ° ° °I A A -53.2 A -53.1 54. -54.1 -- South Restroom Buildin S E O J NT POWERS a`s ° , ' s, f , PUBLIC WORKS ARCHITECT Ci LEED AP AU ORITY �yy 470 Wald v ,�% 31591 Camino Capistrano \II Irvine Co. 92618 a� '* San Juan desigmm�a,CA92655 w DESIGN www.RJM2690 fax R� MGROUP 949 4501088 a /an z `� 19491 498- 2890 tax '`` Mml M. 949 266 5551 Fa. SIGN DATE ®/ 1A`1ro 19497493 -2600 phone SIGN DATE DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.840 DATUM: NGVD 29 PLANS PREPARED UNDER SUPERVISION OF DATE: APRIL9,2012 LICENSE NO.: G10416 MES MICKARfZARCHITECT EXP: 12131113 Built in lockable Food storage cabinets Stainless Steel Refrigerator Triple Sink Freezer 11 14 AIE -3 12 17 13 (D I / Concession Steel work counter J at 34" above Roll up steel counter door 1 AAA g e' 42y \, e I South Building Feature Walls I D E F I A A -53.0 54.0 A-54.1 Lower Floor Plan PLANNING AND BUILDING SIGN DATE B PARKS AND RECREATION APPROVALS RECOMM APPROVED: HN FRENKEN ISA RUDLOFF II 9 2012 April 9, 2012 DATE DATE ENGINEERING f D B I `P\ I Grout, Mortar and Reinforcement Wall legend v � i Scale: 1'O Ty NOTE: All egress doors shall he from the egress side without thl Restroom EY LA ENCINITAS FIRE DEPARTMENT DATE SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK 10630 -G SOUTH BUILDING LOWER LEVEL FLOOR PLAN A -S2.1 SHEET 7 OF rc o a e� m° E�O= w�== o,o —.aka 7 PLANNING CASE NO 04-197 MUP /DRICDP /EIA L J 8 x 12 x 16 Integral Color Burnished CMU Exterior Low Seat Walls 8 Low Level Ext. Retaining 8 x 12 x 16 OR 12 x 12 x 16 Integral Color Burnished (MU Upper Exi Retain Walls& South Bldg. Feature Wall 8 x 12 x 16 Gray Precision CMU Building Lower Level Retaining Walls 8 x 8 x 16 Gray Precision (MU Lower and Upper Level Exterior Walls 8 x 8 x 16 Gray Precision (MU Interior Interior Bearing Walls See Sections for heights 6 x 8 x 16 Gray Precision (MU Interior 68" High, Cantilevered Grout, Mortar and Reinforcement Wall legend v � i Scale: 1'O Ty NOTE: All egress doors shall he from the egress side without thl Restroom EY LA ENCINITAS FIRE DEPARTMENT DATE SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK 10630 -G SOUTH BUILDING LOWER LEVEL FLOOR PLAN A -S2.1 SHEET 7 OF rc o a e� m° E�O= w�== o,o —.aka 7 PLANNING CASE NO 04-197 MUP /DRICDP /EIA L J r a a 0 0 a 'm 0 a v o L CALL. ARCHITECT LEED AP 70 Wald Irvine w 811 Co. 92618 4501 949 450 1008 _ TWO WORKING DAYS 949 266 5557 Fax BEFORE YOU DIG moil: mickartzlil cem CHANGE NO. DESCRIPTION I APPROVED City change CMU partitions to Bobrick a . L_ L. O SAN ELIJO JOINT POWERS SIGN DATE DATE BENCHMARK SCALE DESCRIPTION: OC 0019 17,2013 LOCATION: SEESHEETC -0.1 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.840 DATUM: Ni 29 N L E K n.0 -54.3 54. g 53. lc/ 53.1 lnl 53.0 CE -54.1 34.3 n y T T T V A M 1 1 1 F I A S4 3 I 1 9' -1011 I 81-4111 I q' -Ip^ 1 A -54.1 2' " 4' " 3' 10" 3-0" 4' " 2' -02 1 "x2 "Ceramic Tile 2 "x2 "Ceramic The 1 - ENCINITAS COMMUNITY PARK 10630 -G 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Seaions for heights Fluor and Be love 119 2012 April 9, 2012 Floor and F" Cove i Base Typ. Interior 6'41" High, Cantilevered I A -S2.2 I I Bose TIT. ! 1 1 1 I 1 1 1 I 1 I r I I r ; 1 � 1 Women q Me y� ° y� 4 011 `^ 414" e w A-53. - -- v -S3. XX M PIZ 12Z4 Civ r Plumbing Chose § a 4 I Secondary Electrical Room `' B --- - - - - -- 1 -- —— . 53.0 4 - CIA 1 I I o e I o 0 I ; r I 1 e en e n e 1 ee e o co 1 I n CCC annanna CCC CC 1 1 e c ancnn CC CCC CC c C I 1 I - - -- - - -- 1 1 I 1 1 I 11 1 I 1 q1 -0" Ti 11 -0" I q1 -0111 118" 31 -0" I T-O" 1 11 -0" 8' 4" 9'-10" 1 181 -0 1n 1 _ 1 M 54.3 E 53. K C 53.1 South Restroom Upper Level 4111111" PUBLIC WORKS 31591 Camino Capistrano San Juan designrena,.w92675 w DESIGN www.RJM2690 fax I`J` GROUP 19491493 -2600 iax 1949149b2600 phone SIGN DATE PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL DATE: P➢RIL ¢. 2012 LICENSE NO.: G10416 VERTICAL MES MICKA ARCHITECT E%P.: 12131113 0 O Grout, Mortar and Reinforcement Wall legend 20 T,y UP I : -53.0 ' South H 1 540 — Rntroom ------ - - - - -- -54.0 M54.1 Wall Dimension Plan PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ( 8 x 12 x 16 Integral Color Burnished (MU Exterior Low Seat Walls 8 Low Level Ear. Retaining p 1 •J 8 x 12 x 16 OR 12 x 12 x 16 Integral Color Burnished (MU Upper Est Retain Walls& South Bldg. Feature Wall oe SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 8 x 12 x 16 Gray Precision CMU Building Lower Level Retaining Walls 8 x 8 x 16 Gray Precision (MU Lower and Upper Level Exterior Walls - ENCINITAS COMMUNITY PARK 10630 -G 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Seaions for heights 119 2012 April 9, 2012 SOUTH BUILDING UPPER LEVEL WALL 81 SLAB PLAN 6 x 8 x 16 Gray Precision (MU Interior 6'41" High, Cantilevered DATE DATE O Grout, Mortar and Reinforcement Wall legend 20 T,y UP I : -53.0 ' South H 1 540 — Rntroom ------ - - - - -- -54.0 M54.1 Wall Dimension Plan PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT PLANNING CASE NO 04-197 MUP /DRGDP /EIA •e N m re m , 3ZZ 0�0 ado J ( I9 201 I SIGN DATE Y: GRE S DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMM APPROVED: - ENCINITAS COMMUNITY PARK 10630 -G HN FRENKENSA RUDLOFF 119 2012 April 9, 2012 SOUTH BUILDING UPPER LEVEL WALL 81 SLAB PLAN SHEET 9 OF 10 DATE DATE A -S2.2 PLANNING CASE NO 04-197 MUP /DRGDP /EIA •e N m re m , 3ZZ 0�0 ado J r- 'm 0 a 0 FBI L WALLS: I. All Interior [MU walls at Restroams and Staff Office shall be painted as per Specifications. 2. All interior [MU walls of Restroams shall also receive Grafiai Coming as per specifications. 3. All Interior CMU walls at Plumbing Chose and Maintenance Storage shall remain unfinished. 4. All Interior Drywall surfaces at Staff Office shall be painted per specifications FLOORS: I. Restroom and Concession Room floors shall he smooth finish steel troweled exposed concrete with clear sealer. Note: sealer shall be applied within two days of pour. See specifications for additional information. 2. Plumbing (hose, Equipment storage and Elecrical Equipment Roam floors shall be smooth finish steel troweled exposed concrete without sealer. CEILINGS: I. All exposed remwn wood ceilings shall received one coot of semi treatment stain. See specifications for additional information. Finish Schedule LOWER CONCESSION 596 S.F., UPPER RESTROOM 762 S.F. TOTAL BUILDING AREA• 1,358 S.F. BUILDING HEIGHT .......... ..............................2 STORY BUILDING TYPE ............ ............................... TYPE VB NON SPRINKLERED OCCUPANCY TYPE ....... ............................... TYPE All work in this building shall conform to the requirements of the 2007 California Building Code, the 2007 (offence Mechanical Code, the 2007 California Plumbing (ode and the 2007 California Electrical (ode. General Miscellaneous (ode Notes: I. There shall he no hazardous materials stored and /or used within this building which will exceed the quantities listed in UBC Tables 3 D and 3F, unless shown noted and detailed on these drawings. 2. There shall be no abrupt changes in elevation along the path of travel to this building. Ramps shall not exceed 8.33 %(inspedor to verily). See grading plan for elevations of sidewalks along the path of travel. 3. All materials installed in this building shall be a minimum Class'(' General Building and (ode Notes 1. GRAB BARS SHALI: A. Be at the sides of the toilets and shall he at least 42" long with the front end Fashioned 24" in front of the toilets and the with back end positioned no more than 12" from the rear wall. B. Be at the rear of the toilet and shall he at least 36" long with the inside edge set max 3" from the corner. C. Be securely attached at 33" above measured to the centerline and parallel to the floor. D. The cenlerline of the toilet to the wall where grab burs are located shall be 18" (11158.7.1.2 & 111513.7.2) E. The grab bars shall be 11/4" to 11/2" in diameter with 11/2" clearance to the wall. (11156.8.2) 2. WATER CLOSETS A. The height fo the toilet seat shall be 17" to 19" above the floor. (UP( 1502.01 B. The force required to activate the flush valve shall be 5 Us. maximum. (11 17B.6.4, UP(1502.0) 3. URINALS A. The force required to activate theflush valve shall he 5 HE maximum and located 44" maximum above the floor line. (UP(1503.2) 4. LAVATORIES A. Lavatories adlacm tot he a wall shall be mounted a maximum of 18" from the wall to the centerline of the fixtures UP( 15041.1) B. Provide a clear space between lavatories 29" high by 30" wide by 8" deep at the tap and 9" by 30" wide by 17" deep as the bottom for the front of the lavatory. (UP(1504.1) C. The faucet controls and the operating mechanism (operable with one hand) shall be of the type not requiring an operating force exceeding 5161 or tight grasping, pinching or twisting of the wrist. (UP( 1504,3) D. Self closing valves are to remain open for at least 10 seconds. (UP(1504.3) 5. TOILET ROOM ACCESSORIES A. The mirror bottom edgeshall be 40" maximum above the floor (1115.9.1.2) B. Operating pods of dispensing and disposal fixtures (fowls, waste, coin slots, etc.) shall he within 40" of the floor. (1115B.9.2) 6. ROOM IDENTIFICATION All rooms identified bar its use shall be mounted adjacent Fothe latch side of the entry door and conform to the following requirements:(1117g.5) A. Letters and numbers on signs shall be (eased or recessed 1/32' minimum and shall be sans serif or simple serif uppercase characters accompanied by Grade 2 Braille B. Raised chowders orsymbols shall he of 5/8 inch high C. Pictorial symbol signs (pictograms) shall he accompanied by the equivalent verbiage description placed directly below the pictogram. The border dimensions of the pictogram shall be a minimum of 6 inches in height. 7. DRINKING FOUNTAIN A. Provide a space beneth the drinking fountain 27" high by Be deep at the top and 9" high by 17" deep at the bottom from the front of The drinking fountain. (11156.4.6.2) B. A lever controlled volve(easilyy operated) is to he located within 6" of the front of the fountain and within 36" above the floor (1115B.4.6.4) C. The stream is to he parallel to the front of the fountain (1115B.4.6.5) B. ELECTRICAL REQUIREMENTS A. 15, 20 and 30 amp receptacle outlets shall be installed not less than 15" above the floor (1I17B.6.5.2) B. The center of switches shall he located not more than 48" above the floor (11188.6.5.1) 9. HANDRYERS and EXHAUST FANS A. Xcel Hand Dryer set in Recessed Cabinet from The Xcel Corp. B. Exhaust Fan for Lower Concession Area shall be Nutone ILF 2501n Line Fan mounted to CMU wall with brackets to be ordered separately from Nutone in Plumbing (hose shown on this plan. Connect 6" rigid spiral wound duct to intlet and outlet side of fan. Set 12" x 12' Return Air Plenum with transition to 6" round dud at ceiling of Concession area. Return Air Plenum shall he set up with I "thick filter & return air grill at concession ceiling. The volume of this room is 1,790 cubic feet. (18' x 10' 8" x 9' -0 ") The Nuom ILF 250 unit provides 250 CFM Therefore (1,790 c.f.> 250 dm ) the air in this room has a complete air change every 7.16 minutes. C. Exhaust Fan for Restroom and Plumbina Chase to be Nutone ILF 3601n Line Fan mounted to CMU wall with hackers by Nutone. Lricid too duds and( c�p as shown0 etail 8l on this sheet Fr Dotes mmT CALL. 470 Wald ECi IEED AP 0 Wald Irvine w 811 Co. 94501 949 45a IakB I TWO WORKING DAYS 949 266 5557 Fax BEFORE YOU DIG moil: mickartxeool.com CHANGE NO. DESCRIPTION I APPROVED City change CMU partitions to Bobrick C O Wind Turbine. See Landscape drawings for location and Details If 9 B 10 on Sheet AD -2 SAN ELIJO JOINT POWERS SIGN DATE DATE BENCHMARK SCALE DESCRIPTION: OC 0019 17,2013 LOCATION: SEE SHEET".1 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NOVO 29 S3 lc/ 4, lnl 4(A CE -54.1 34.3 n y T T T V NBC A M r I I F I A S4 3 I r I r � I A -54.1 r r I 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Sedions for heights r r r I r r r I r r r I I I I I ; 14 Men Act-5 0 , 4-4 34 US it 6I ,_„ 6 AIE -2 9 - - - -- ----- ------ - ----_ 5 AIN N31 F F, , 2 - - -- - 2 2 9A MP -6.- O - A1F6 Be TF - -�' - -- - - - - - Plumbing Ch a e - -- Q 18" Clear 9B ------ a ,ci ME - -I .,, _ r�, AIE. ^1 9C ,,A, IN mom `I _ -r I j Secondary 3' -0"xr - - - - Electrical Room � i I r Ir r r I I I I i r 'AaA ILA c i r r I i r r I i I I Ii r I I M ' 34.3 C 53.2 K U r ( 53.1 South Restroom Upper Level Floor Plan �y PUBLIC WORKS PLANNING AND BUILDING 31591 Camino Capistrano \1111 San Juandesignrena,.w92675 w DESIGN San Juan Capp ngrauPmm I `J` GROUP 19491493 -2690 fax I RIM ®7 clx0 19491493-2600 Phone SIGN DATE PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL DATE: P➢RIL n. 2012 VERTICAL LICENSE NO.: G tlli MES MICKA ARCHITECT EXP: 12131/13 0 J 8"x8 "x all x8" Galt'. Triwye American MAC Port XTRWY8X8XBX8 8" dia. Rigid Galy. pipe to run to upper roof and transition to roof termination cap. See sections and roof plan for additional information Nutone k ILF 360 In Line Exhaust Fan All 901 elbows to be Rigid Gov. TII 8" x 14" Stocked Perimeter 8" Diu. Guly. 901 elbow LBox set into (MU void at with transition box and Restroom Wall. Seal edges o 12 x 12 register facing with additional S.M. Plumbing Chose Amerind HVAC BFLB14x8xB Ventilation System Schematic j 8 x 12 x 16 Integral Color Burnished CMU Esteriar Low Seat Walls & Low Level Ext. Retaining 8 x 12 x 16 OR 12 x 12 x 16 Integral Color Burnished CMU Upper in Retain Walls& South Bldg. Feature Wall 8 x 12 x 16 Gray Precision CMU Building Lower Level Retaining Walls 8 x 8 x 16 Gray Precision CMU Lower and Upper Level Exterior Walls 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Sedions for heights 6 x 8 x 16 Gray Precision (MU Interior Vail High, Cantilevered Grout, Modor and Reinforcement Wall legend 20 T,y \J NOTE: All egress doors shall he readily operable A -54.1 from the egress side without the use of a key or 5ik sp ecial knowledge or effort. Manually operated edge or surface mounted Rush outh bolts and surface bolts or any other type of device ntroom that may be used to close or restrain the door other than by operation of the lacking device shall NOT be used Scale: 3/8" ne Vi ENGINEERING ( ENCINITAS FIRE DEPARTMENT SIGN DATE 1B7.GRff7i DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMM APPROVED: ENCINITAS COMMUNITY PARK 10630 -G WHIN FRENKEN ISA RUDLOFF 119 2012 April 9, 2012 SOUTH BUILDING UPPER LEVEL FLOOR PLAN DATE DATE A -S2.3 SHEET 9 OF 10 PLANNING CASE NO 04-197 MUPIDRJCDPIEIA 0 •e N m re m , L1 xa __ o,0 aka J r a a 0 0 a 'm 0 a v N o ^ T' wm CALL. 470 Wald Ci LEEa AP AR It Irvine w 811 Co. 9450 1 949 450 1088 TWO WORKING DAYS 949 266 5557 F a a BEFORE YOU DIG moil: mirkart: ®aol.com CHANGE NO. DESCRIPTION I APPROVED DATE A -541 34.3 S4. g 53. 53.1 g A 53.0 E -34.2 34.3 -54.0 A F X r I i I r r i r r I I I CP 7 r r r I RCP 2 R(P 3 Reflected Ceiling Plan Notes RCP I. 3 x 10 Resawn D.F. #1 rafters. See notes on Sections RCP 4 RCP 2. 2 x 6 Resawn STK grade Cedar, T & G, N' groove exposed roof decking. RCP 3. 3 x 6 Rosman D.F. #1 Fascia RCP 4. Surface mounted Exterior Light iling at bottom m side o drawings RCP 5. 5 /R" water resistant drywall ceiling at bottom side of sloping rafters RCP 6. Surface mounted fluorescent light fixtures. See Eleariml drawings RCP 7. 7/11" Exterior Plaster Ceiling at Restroom Entrance with smooth steel 0 D troweled finish with elostomeric coating 3 RCP 5 221/2" x 48" Framed openings in floor of clerestory for ventilation RCP 6 from Plumbing Chase below 4 I L I DO I I I I ;I I I I I I 1A I 4 i r I I i r i I i r i Ii r I I Wind Turbine. See Landscape drawings for location and r Details # 9 B 10 on Sheet AD -2 I I AS31 A 53.1 A -53.0 South Restroom Upper Level Reflected Ceiling Plan SAN ELIJO JOINT POWERS Z�Z*0'111 , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING AUTHORITY y 31591 Camino Capistrano 1I San Juandesigmmna,.w92555 ggLE�� DESIGN www.RJ -2690 fgraup.mm R� GROUP 19491493 -2890 fax ' `` SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC-0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVO 29 19497493 -2600 phone SIGN DATE I;210 01 &1 Oki g9:1:7g III to] gU7qCbYR19qNT /1.1[1] 011019 DATE: P➢ C. 012 LICENSE NO.: O.: G1041fi ARCHITECT EXR: 12131113 SIGN DATE PARKS AND RECREATION APPROVALS RECOMM APPROVED: HN FRENKEN ISA RUDLOFF II 9 2012 April 9, 2012 DATE DATE Scale: 3/8" =1'i Io Ty am ENCINITAS FIRE DEPARTMENT DATE SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK 10630 -G SOUTH BUILDING REFLECTED CEILING PLAN A -S2.4 SHEET 10 OF PLANNING CASE NO 04-197 MUP /DR/CDP /EIA a r n m re m , G47� 3ZZ oho r ado r- a 0 0 a 'm 0 a n v N L South R e s t r o o m Clerestory Roof Framing Plan UNDERGROUND SERVICE ALERT IN III SAN ELIJO JOINT POWERS CALL: nRCxITECT LEER AP 470 Wald AUTHORITY (�� Irvine w 811 9 94 4502618 1 949 450 1088 TWO WORKING DAYS 949 266 5557 Fax SIGN DATE BEFORE YOU DIG mail: mickartzil Isom CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 54.3 AS3.2 4 4.2 A -53.0 A -$4.1 AS A -54.1 -54.0 - - - - -- ------ - - - --- d4.0 A -54.1 -54.0 31591 Camino Capistrano ,, San Juan Ca"'I'mc, CA 92655 R ■ M DESIGN Www.RJMaesgngraup.mm I J GROUP 19491493 -2890 iax 19491493 -2600 Phone South E Restroom Roof Framing Plan SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PUBLIC WORKS RECOMM APPROVED: PLANNING AND BUILDING SIGN DATE PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL ` DATE: P➢RIL n. 2012 LICENSE NO.: G10416 VERTICAL MES MIC ARCHITECT E%P.: 12131/13 ENGINEERING raming Layout Plan Notes . Concrete Block Walls below. See Floor Plan and Structural Drawings for information . 2 x 6 Resawn SIR grade Cedar, T 8 G, IT groove exposed roof decking of all overhangs and backspace as shown on this plan . 3 x 10 Reserve D.F. Rl Sloping Roof Rafters @ TJl" o.c. . 3 x 6 Russian D.F. bl Fascia . 3 x 10 Attic Joists G 211- Ono.C. See Detail 87 / SD -2 . Install 2 x 3 members, laid Oat on top of sloping roof joists at all locations that do not have 2 x 6 decking. See sections and details for Clarification. 221/2" x 48" framed openings in floor of upper Clerestory attic for ventilation . Double 2 x 6 studs centered under each roof rafter at Clerestory as support and backing for vertical aluminum plaster reveals Ridge Beam. See Structural Drawings OTE: See structural drawings by ADS Consulting Engineers for additional information Scale: 3/8" me III � O Tti am ENCINITAS FIRE DEPARTMENT PLANNING CASE NO 04-197 MUP /DRICDP /EIA a V n m re m , L14a 3ZZ oho aka J E QvS I9,201 I SIGN DATE Y: GRE TYS DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMM APPROVED: - ENCINITAS COMMUNITY PARK 10630 -G HN FRENKEN ISA RUDLOFF 119 2012 April 9, 2012 SOUTH BUILDING ROOF FRAMING LAYOUT SHEET 71 OF 10 DATE DATE A -S2.5 PLANNING CASE NO 04-197 MUP /DRICDP /EIA a V n m re m , L14a 3ZZ oho aka J i a a 0 0 a 'm 0 a M v N o ^ L 4pproximate location of exhaust Ian :ap and flashing. iee details 83 thru 8 on AD -3 Approximate location of exhaust fan cap and flashing. See details B3 thin 8 on AD 3 Q C C South Restroom Clerestory Roof Plan UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS CALL: ARCHITECT LEE AP AUTHORITY 70 Wald Ff� Irvine a 811 9 94 4502618 1 949 450 1088 TWO WORKING DAYS 949 266 5557 F a a SIGN DATE BEFORE YOU DIG mail: mickarta ®ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 d ct� 6 54. B 53. lc/ 53.1 lol 4(A E 34.1 34.3 T T T T T F r r ADZ I ' r RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 d ct� 6 54. B 53. lc/ 53.1 lol 4(A E 34.1 34.3 A F T T T T T F r r ADZ I ' r 0 Approximal See detail M ' 54.3 p AS3.2 K 31591 Camino Capisaano ,, San Juan Capislmna, CA 92655 RJ M DESIGN wrmv.RJMEesgngraup.mm GROUP 19491493 -2890 cox 19491493 -2600 Phone C 53.1 All Roofing shall be 22 go. Berridge Deep Deck Pattern in Install over Elk Versashield for a (loss A Rating over Grace Ice and Water Underloyment Waterproofing. See I(( Report ESR 2053 on page AD -4 for (lass A Approval All sloped roofs shall be Berridge Deep Deck, 22 ga. Steel Panels. This product shall be shipped unfinished from Berridge. Roofing Fabricator shall have these panels and all sheet metal trim piece locally Powder Coated with Tiger Dryer RAL If 8016 "Mohugonibraun" Dark Brown. This Color has an LRV of 7 location of plumbing vents I on AD for detail location of exhaust fan hing. Q thin 8 on AD -3 2 and B4 on AD -3 for typical 1 and fastening requiremenents -O T, I 1, A -53.0 UF ' South H 1 540 — Restroom ------ - - - - -- -54.0 A-54.1 South Restroom Roof Plan PUBLIC WORKS PLANNING AND BUILDING SIGN DATE PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL ` DATE: APRIL-9,2012 VERTICAL LICENSE NO.: G10416 MES MIC ARCHITECT ER: 12131/13 Scale: 3/8" as F -0t' ENGINEERING ENCINITAS FIRE DEPARTMENT ( Qa I9 201 SIGN DATE 1BY GRE S DATE I SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMM APPROVED: - ENCINITAS COMMUNITY PARK 10630 -G HN FRENKEN ISA RUDLOFF 119 2012 April 9, 2012 SOUTH BUILDING ROOF PLANS DATE DATE A -S2.6 SHEET 120F 10 PLANNING CASE NO 04-197 MUPIDRICDPIEIA N a n m Ne T F) 3ZZ oho aka J SIGN DATE PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL ` DATE: APRIL-9,2012 VERTICAL LICENSE NO.: G10416 MES MIC ARCHITECT ER: 12131/13 Scale: 3/8" as F -0t' ENGINEERING ENCINITAS FIRE DEPARTMENT ( Qa I9 201 SIGN DATE 1BY GRE S DATE I SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMM APPROVED: - ENCINITAS COMMUNITY PARK 10630 -G HN FRENKEN ISA RUDLOFF 119 2012 April 9, 2012 SOUTH BUILDING ROOF PLANS DATE DATE A -S2.6 SHEET 120F 10 PLANNING CASE NO 04-197 MUPIDRICDPIEIA N a n m Ne T F) 3ZZ oho aka J PLANNING CASE NO 04-197 MUPIDRICDPIEIA N a n m Ne T F) 3ZZ oho aka J r- 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 14. 8x 8x 16 Precision faced grey colored concrete block units. See structural drawings for 22. 6x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 2. 2 x 6 Resawn STK grade Cedar, T S G, IV' groove exposed roof decking at all overhangs additional information. 23. Double 3 x 6 Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis and backspin as shown on this plan 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings 24. Custom Color Powder Cooled Aluminim Fixed Blade Sightproof louvers on Exterior Walls. 3. 3 x 10 Resawn D.F. MI Sloping Roof Rafters @ T-O" o.c. for additional information. See details as referenced and specifications for additional information. 4. 3 x 6 Resawn D.F. MI Fascia 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes 8 specifications 25. Hollow Metal Door lamb and head with tabs intoCMU walls. See details as referenced and 5. 2x AHic Joists @ Tfi"ac. These are special cut depths. See sections for detail references. 1712" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for specifications for additional information. Field Pointed per specifications. 6. Install 2 x 3 members, laid flat on top of sloping roof joists at all locations that do not finish elevations of slob and finish requirements. See Structural drawings for details, 26. Custom Color Powder Coated Aluminum Storefront windows, Cold cut and fabricated with have 2 x 6 decking. See sections and details for dariflmtion. reinforcement, etc. of floor slab. 1/2" obscure laminated fixed gloss. See details as referenced and specifications for 7. 221/1" x48" framed openings in floor of upper clerestory a0tc for ventilation 18. 5" thick lower level floor slab to be poured after starter courses of walls have been set. additional information. S. 2 x 6 Wood Framed Walls at Upper Clerestory See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural 27 Custom Color Powder Cooled Aluminum fixed single blade louver at Clerestory. See details 9. 2 x 6 D.F. g2 (ailing Joists at Clerestory @ 24" o.c. drawings for details, reinforcement, etc. as referenced and specifications for additional information. 10.3x8D.F.P.T nailer at top of (MU walls. Secure to walls as shown on structural drawings 19. Below grade waterproofing. See speciflmtions for additional information. 28. Stainless Steel Custom fabricated customer service counter. See details us referenced 11. 71/2" R19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See 19. Custom Color Powder Coated Steel Custom fabricated Roll up Counter Door. See details 12. 91 /T' R 30 Foil Faced Fiberglass Ban Insulation at all Sloped Rafters at Restroom 8 Elec. Room civil drawings for POC of drain line. as referenced and speciflmtions for additional information. 13. 5/B" Water Resistant Drywall (oiling in Smooth, painted finish. 21. 6 x 6 Resawn Clear Heart Western Red Cedar Trellis members Section and Elevation Reference Notes 45 z Al Secondary Electrical Room 7 21 12 6 a � I s - 0 0 m O a o ^ L 43 6r � ■■ PIAM m / ® %M ® FAIN � ®� ♦ ♦ ♦ ♦� ♦° ago �'/'® ♦jam ♦® � ail Storage 20 �o-offngs s hown on arc as are for generic illustration only. Refer to structural drawings by ADS Consulting /Engineers for accurate footing sizes, reinforcement and configuration 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by MCE Consultants. 32. Earth Backfill shown hatched 33. Exterior concrete paying. See Landscape drawings by KIM Design Group. 34. Custom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Richmond door 8 frames. See door schedule and details 36. 7/8" Smooth Steel Trowel Plaster with Elastomeric (Doting over Inch and plaster at exterior walls as shown on Elevations. See Specs 37. 7/B" Smooth Steel Trowel Plaster with Elastometic coating over Inch and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 1 1/2 "wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elasforaeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. 12 ADZ Roof Pitch 6 clerestory 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall he 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlayment for Class A Rating and over Grace Ice 8 Water Underloyment for waterproofing. See I(C Report on sheet AD 4 for rating approval 42. Double 2 x 6 studs centered under each roof rafter of Clerestory for rafter support and as backing for vertical aluminum reveals 43. Model If VFS 6145 Fire Resistant Wall vents at Clerestory shown hatched and dashed (7 per side) www.vulcontechnologies.com 44. Powder (noted Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. Suspended T Bar Ceiling at Concession Sou h Retire 14 1 1151 Yv a Y Y SectionA - A South Restroom Building SectionB - B Scale: 3 /8" -from UNDERGROUND SERVICEALERT SAN ELIJO JOINT POWERS ��.sc1 ' s, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: ARCHITECT LEED AP J�sv °u� W��i �w D 470 wale AUTHORITY �\I 31591 Camino Capistrano rf Irvine a San Juan Caplstmna,.wirn 5 DESIGN ° � 811 Co. 92608 a- * www.RJM2690 fax GROUP 949 456 5557 �a /an z `� 19491493 -2690 ph R J M 9 201 Mml M. TWO WORKING DAYS 949 2665551 Fax SIGN DATE ®/ cASCr° 19491493 -2600 phone SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE BEFORE YOU DIG mail: mirkortzaool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 City chars change partitions to Bobrick May 17,2013 LOCATION: SEE SHEET".1 DATE: APRILa,2012 RECOMM APPROVED: Al 9 p Y HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: C1lli HN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL 1192012 April 9, 2012 SOUTH BUILDING SECTIONS A&B ELEVATION: 215.640 DATUM: NGVD29 MESMICKA ARCHITECT E P: 12131/13 DATE DATE A -S3.0 SHEET 13 OF 105 PLANNING CASE NO 04 -197 MUP /DRGDP /EIA 0 N TP �__ x a r5o J F a 0 0 a m s a CL sZ a v y L I 9 10 f ADI ADl OSB Roof Sheathing. See Structural drawings for type, nailing, etc. `- 8x 8x 16 Precision faced grey colored concrete block units. See structural drawings for 22. 6x 12 Rosevear Clear Heart Western Red Cedar Trellis Beam 2. 1 x 6 Resawn STK grade Cedar, TBG,'V' groove exposed roof decking at all overhangs additional information. 23. Double 3x6 Rescue Clear Heart Western Red Cedar Diagonal Braces @ Trellis and backspan as shown on this plan 15. 8 is 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings 24. Custom Color Powder Cooled Aluminim Fixed Blade Sightproof louvers on Exterior Walls. ,I AD -2 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 14. 8x 8x 16 Precision faced grey colored concrete block units. See structural drawings for 22. 6x 12 Rosevear Clear Heart Western Red Cedar Trellis Beam 2. 1 x 6 Resawn STK grade Cedar, TBG,'V' groove exposed roof decking at all overhangs additional information. 23. Double 3x6 Rescue Clear Heart Western Red Cedar Diagonal Braces @ Trellis and backspan as shown on this plan 15. 8 is 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings 24. Custom Color Powder Cooled Aluminim Fixed Blade Sightproof louvers on Exterior Walls. 3. 3 x 10 Resawn D.F. gI Sloping Roof Rafters @ 1' -0" o.c. for additional information. See details as referenced and specifications for additional information. 4. 3 x 6 Renown D.F. MI Fascia 16. 8 is 8 x 16 Burnished, integral color concrete block. See Elev. notes R specifications 25. Hollow Metal Door lamb and head with tabs intoCMU walls. See details as referenced and 5. 2x AHic Joists @2' -0 "o.c. These are special cut depths. See sections for detail references. 1712" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for specifications for additional information. Field Pointed per specifications. 6. Install 2 x 3 members, laid flat on top of sloping roof joists at all locations that do not finish elevations of slab and finish requirements. See Structural drawings for details, 26. Custom Color Powder Coated Aluminum Storefront windows, Cold cut and fabricated with have 2 x 6 decking. See sections and details for dariflmtion. reinforcement, etc. of floor slab. 1/2" obscure laminated fixed gloss. See details as referenced and specifications for 7. 221/1" x48" framed openings in floor of upper clerestory a0tc for ventilation 18. 5" thick lower level floor slab to be poured after starter courses of walls have been set. additional information. S. 2 x 6 Wood Framed Walls at Upper Clerestory See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural 27 Custom Color Powder Coaled Aluminum fixed single blade louver at Clerestory. See details 9. 2 x 6 D.F. R2 (ailing Joists at Clerestory @ 24" o.c. Reclaimed W0 Use Signaga drawings for details, reinforcement, etc. as referenced and speciflmtions for additional information. 10.3x8D.F.P7 nailer at top of (MU walls. Secure to walls as shown on structural drawings 19. Below grade waterproofing. See speciflmtions for additional information. 28. Stainless Steel Custom fabricated customer service counter. See details as referenced 11. 71/2" R19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See 19. Custom Color Powder Coated Steel Custom fabricated Roll up Counter Door. See details 12. 91/2" R 30 Foil Faced Fiberglass Ban Insulation at all Sloped Rafters at Restroom 8 Elec. Room civil drawings for POC of drain line. as referenced and speciflmtions for additional information. 13. 5/B" Water Resistant Drywall (oiling in Smooth, painted finish. 21. 6 x 6 Resawn Clear Heart Western Red Cedar Trellis members v Section and Elevation � Reference Notes Secondary Elecirical Room rest 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. 32. Earth Backfill shown hatched 33. Exterior concrete paying. See Landscape drawings by KIM Design Group. 34. Custom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Rachman door 8 frames. See door schedule and details 36. 7/8" Smooth Steel Trowel Plaster with Elastomenc (Doting over Inch and plaster at exterior walls as shown on Elevations. See Specs 37. 7/B" Smooth Steel Trowel Plaster with Elastometic coating over Inch and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elasforaeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. I AD2 Roof Pitch 16 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall he 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlayment for Class A Rating and over Grace Ice 8 Water Underloyment for waterproofing. See I(C Report on sheet AD 4 for rating approval 42. Double 2 x 6 studs centered under each roof rafter of Clerestory for rafter support and as backing for vertical aluminum reveals 43. Model If VFS 6145 Fire Resistant Wall vents at Clerestory shown hatched and dashed (7 per side) www.vulcontechnologies.com 44. Powder (noted Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. 12 Roof Pitch 6 Sou h Retire ® -`♦ ♦ 'v BIII o ��♦ -- ®1171 ®t. � ■������� � � I , ®,� �. ♦♦ ♦per ♦ ♦ ♦ ®� ♦ ♦ ♦ ♦® ♦ ♦ ♦ ♦♦ ♦`♦�� � 111 1/ ♦ ♦ ♦ ♦ ♦ ♦♦ I IN -10mon "Amm ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ In MA ♦ ♦♦ ♦ ♦♦ � ♦♦ ♦♦ - � ♦� ♦ ♦♦ ♦ ♦♦ .� ♦ ♦♦ ♦♦ ♦ ♦ - � ♦ ♦♦ ♦♦ ♦ ♦ _ ♦ ♦♦ - ♦♦ ♦ ♦♦ - � ♦� -� ♦ ♦ ♦ ♦ ♦♦ � ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦♦ � � i.. I _ HI ^ �i� „.I QIIII' ' Ij.IIIIuIIdIIIIII�I� IIII♦lIlIIIIIIII♦ III ♦ ♦ II♦ IIuIIuI♦IuIIuIIu♦ IuIIuIuIIu I IIIIIuIIuII9 I jjl♦lllll♦ lll♦ llll ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ . ♦♦ ♦ ♦ ♦ /� ♦ ♦ ♦��� ♦ ♦ ♦��-� III II ul III I �IIii;Iipu�� li�!ll" ♦ ♦♦ -� ♦ ♦♦ -� ♦♦ -�♦ -�� ♦♦ -� ♦�♦ -� ♦ ♦ ♦ ♦♦ .� ♦ ♦ ♦ ♦♦ �� ♦ ♦ ♦ ♦♦ -� ♦ ♦ ♦ ♦♦ -0 ♦ ♦ ♦♦ -� ♦ ♦ ♦ ♦♦ -� ♦ ♦ ♦ ♦♦ -� ♦ ♦ ♦ ♦♦ `� ♦ ♦ ♦ ♦♦ ♦ , Section South Restroorn Building 1 I SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE 4 lull . AUTHORITY 1 31591 Camino Capistrano San Juan Caraismano, CA 92675 DESIGN t GROUP • 1� 690 -: _I s Q r 1sy: UK DATE [949] 493-2600 phone SIGN DATE RJ M BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. •- • . • �• - ® • • ,;JE'"!, //� • Yt'���' mow.• r!U • 060-G jig 2012 April 9, 2012 SOUTH BUILDING SECTIONS C & D ELEVATION 215.640 DATUM NGVD 29 JI MICKAe/ARCHITECT �P: 12131113 DATE DATE A-S3.1 SHEET 140F1051 PLANNING CASE NO: 04 -197 MUP /DRICDP /EIA 0 N E 0 ine L1V� 3ZZ oj0 x ar5o 7 J 4 Plumbing ArLd o- C h a s e 4 Reclaimed W0 Use Signaga ' j v e 'I 10 A0.5 � 35 -, ,� - - - - - - - - - - - 3 10 I. \ `4 per detail MS /ADS @ �'=�" `- 'I Women 14 ? MR above sidewalk 14 4 Men II m m 17 8 31 ZD 9, 19 >1 Floor Drain. See Plumbing i -O 'o 15 Drawings. Slope surface of slab Suspended IT' Bar Ceiling IS ' 13 1 /8" per foot toward drain. at B'b "A.F.F. Maintain 12" slab thickness 5 18 throughout. Underside of slab Storage / to slope a(cordingy Storage Concession / ® -`♦ ♦ 'v BIII o ��♦ -- ®1171 ®t. � ■������� � � I , ®,� �. ♦♦ ♦per ♦ ♦ ♦ ®� ♦ ♦ ♦ ♦® ♦ ♦ ♦ ♦♦ ♦`♦�� � 111 1/ ♦ ♦ ♦ ♦ ♦ ♦♦ I IN -10mon "Amm ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ In MA ♦ ♦♦ ♦ ♦♦ � ♦♦ ♦♦ - � ♦� ♦ ♦♦ ♦ ♦♦ .� ♦ ♦♦ ♦♦ ♦ ♦ - � ♦ ♦♦ ♦♦ ♦ ♦ _ ♦ ♦♦ - ♦♦ ♦ ♦♦ - � ♦� -� ♦ ♦ ♦ ♦ ♦♦ � ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦♦ � � i.. I _ HI ^ �i� „.I QIIII' ' Ij.IIIIuIIdIIIIII�I� IIII♦lIlIIIIIIII♦ III ♦ ♦ II♦ IIuIIuI♦IuIIuIIu♦ IuIIuIuIIu I IIIIIuIIuII9 I jjl♦lllll♦ lll♦ llll ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ . ♦♦ ♦ ♦ ♦ /� ♦ ♦ ♦��� ♦ ♦ ♦��-� III II ul III I �IIii;Iipu�� li�!ll" ♦ ♦♦ -� ♦ ♦♦ -� ♦♦ -�♦ -�� ♦♦ -� ♦�♦ -� ♦ ♦ ♦ ♦♦ .� ♦ ♦ ♦ ♦♦ �� ♦ ♦ ♦ ♦♦ -� ♦ ♦ ♦ ♦♦ -0 ♦ ♦ ♦♦ -� ♦ ♦ ♦ ♦♦ -� ♦ ♦ ♦ ♦♦ -� ♦ ♦ ♦ ♦♦ `� ♦ ♦ ♦ ♦♦ ♦ , Section South Restroorn Building 1 I SAN ELIJO JOINT POWERS PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE 4 lull . AUTHORITY 1 31591 Camino Capistrano San Juan Caraismano, CA 92675 DESIGN t GROUP • 1� 690 -: _I s Q r 1sy: UK DATE [949] 493-2600 phone SIGN DATE RJ M BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. •- • . • �• - ® • • ,;JE'"!, //� • Yt'���' mow.• r!U • 060-G jig 2012 April 9, 2012 SOUTH BUILDING SECTIONS C & D ELEVATION 215.640 DATUM NGVD 29 JI MICKAe/ARCHITECT �P: 12131113 DATE DATE A-S3.1 SHEET 140F1051 PLANNING CASE NO: 04 -197 MUP /DRICDP /EIA 0 N E 0 ine L1V� 3ZZ oj0 x ar5o 7 J F a 0 0 a m s a N o ^ I AT 7 Ir s,■ zz zz I 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 2. 2 x 6 Resume STK grade Cedar, T & 0, T groove exposed roof decking at all overhangs and backspon as shown on this plan 3. 3 x 10 Resume D.F. Ml Sloping Roof Rafters @ 2' -0" o.c. 4. 3 x 6 Resawn D.F. MI Fascia 5. 2x ANic Joists @2' -0 "o.c. These are special cut depths. See sections for detail references. 6. Install 2 x 3 members, laid flat on top of sloping roof joists at all locations that do not have 2 x 6 decking. See sections and details for darif cation. 7. 221/2" x 48" framed openings in floor of upper clerestory aaic for ventilation S. 2 x 6 Wood Framed Walls of Upper Clerestory 9. 2 x 6 D.F. M2 Ceiling Joists at Clerestory @ 24" o.c. 10. 3 x 8 D.FP.T nailer at top of (MU walls. Secure to walls as shown on structural drawings 11. 71/2" R 19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 12. 91/2" R 30 Foil Faced Fiberglass Ban Insulation at all Sloped Rafters at Restroom & Flux. Room 13. 5/8" Water Resistant Drywall (ailing in Smooth, painted finish. 14. B x 8 x 16 Precision faced grey colored concrete block units. See structural drawings for additional information. 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings for additional information. 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes & specifications 17. 12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for finish elevations of slab and finish requirements. See Structural drawings for details, reinforcement, etc, of floor slab. 18. 5 "thick lower level floor slab to be poured after starter courses of walls have been set. See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural drawings for details, reinforcement, etc. 19. Below grade waterproofing. See specifications for additional information. 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See Civil drawings for POC of drain line. 21. 6 x 6 Renown Clear Head Western Red Cedar Trellis members 22. 6 x 12 Reserve Clear Heart Western Red Cedar Trellis Beam 23. Double 3 x 6 Resume Clear Heart Western Red Cedar Diagonal Braces @ Trellis 24. Custom Color Powder Coated Aluminim Fixed Blade Sightproof louvers on Exterior Walls. See details as referenced and specifications for additional information. 25. Hollow Metal Door Jamb and head with tabs into (MU walls. See details as referenced and specifications for additional information. Field Pointed per specifications. 26. Custom Color Powder Coated Aluminum Storefront windows, field cut and fabricated with 1/2" obscure laminated fixed glass. See details as referenced and specifications for additional information. 27. Custom Color Powder Coaled Aluminum fixed single blade louver at Clerestory. See details as referenced and specifimtions for additional information. 28. Stainless Steel Custom fabricated mstomer service counter. See details as referenced 29. Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details as referenced and specifimtions for additional information. Section and Elevation Reference Notes 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. 32. Earth Ba ll shown hatched 33. Exterior concrete paving. See Landscape drawings by RIM Design Group. 34. Custom fabricated steel arbor trellis& guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Restrainer door & frames. See door schedule and details 36. 7/8" Smooth Steel Trowel Plaster with Elastomeric coating over lath and plaster at exterior walls as shown on Elevations. See Specs 37. 7 /B" Smooth Steel Trowel Plaster with Elastometic coating over lath and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elaslomeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. 12 - -- Roof Pitch 1 6 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlaymentfor Class A Rating and over Grace Ice & Water Underlayment for waterproofing. See I(C Report on sheet ADA for rating approval 42. Double 2 x 6 studs centered under each roof rafter at Clerestory for rafter support and as hacking for vertical aluminum reveals 43. Model if VFS 614S Fire Resistant Wall vents at Clerestory shown hatched and dashed (7 per side) www.vulconfechnologies.com 44. Powder (rented Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. Sou h Rotor ----------------------------- lyl ----7 -�-------y --- i�yryyiylJ�l�y�yyy!! iiyyy - !- �- !- iT i- - --- T !4 y /iT !,3 yl�rT 11M - y- l-r�l�!Ti�. !-�-l- �l- Q- �!-��_ !1; � � --_ � E , :- ��Q ►! =%i' ►�� �� ■��1��1�� ■�� % %■�� � �Q ? ►' - OD ��(� �► SZ ;..11... C ,� ii ►����� ■/I��1�1��1�1� ■��� \Z ►► no, IN INEMEEMIMEN NO I= ����� ■0������������� ■'�//� l'GTE■ 10010 ■■M1 ■■■illo= �� ■% ��� or A EMENIN /64 110 ==11100 P41, Oro ■■ I I I 11 ■11 ■/%■ 11 ■11 ■1.1'll Il Il%l�■ ■11■ m /11 ■- 'MEMMIN '7:a- - 11 ■11 ■■■ _ ■■11 ■11■ 11 ■7% m %�� ��� ■■ Room 11 ■11 ■/■ 11 ■11 ■11 ■11 ■11 ■■ ■11 ■�'�i P4 11 ■11 ■■■ ■■11 ■11■ 11 ■1% 0 1140 ON 1041 ==ME ■M ■O■ ■m���� �■a O■■ ■TIM■ ■■O wzol lira MEN ng INNER line al k and INS 0/ ®�� ♦ ♦j ®�� �. m ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ di di kA ♦♦ ♦♦ ♦♦ ♦♦ ♦ ♦♦ ♦ ♦� ♦ ♦ ♦ ♦ ♦® ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦� ♦ ♦` ♦♦ O♦♦♦♦♦♦♦♦ O♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ O♦♦♦♦♦♦♦♦ O♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦O ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦O ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ L SectionE - E South Restroom Building SectionF - F Scale: 3 /1d" -fir -0" UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS ��.5t1 ' +, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: ARCHITECT LEE AP J�svvu� W��i �w D 470 wale AUTHORITY �\I 31591 Camino Capistrano (� Irvine = San JUan C`s`tgn na,CA926]5 DESIGN w 811 Iry 92618 a- * San JuJMEesgngraup.mm ,R GROUP 949 450 1088 �o /an o `� 19491493 -2890 Tax ' `� , 9 201 Mml M. TWO WORKING DAYS 949 2665551 Fa. SIGN DATE u/ crlssv 19491493 -2600 phone SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE BEFORE YOU DIG moil: mickartz ®ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 DATE: WRIL9,2012 RECOMM APPROVED: HORIZONTAL G; ENCINITAS COMMUNITY PARK LICENSE NO.: G10416 WHIN FRENKEN ISA RUDLOFF 10630 -G RECORD FROM COUNTY OF SAN DIEGO VERTICAL 119 2012 April 9, 2012 SOUTH BUILDING SECTIONS E & F ELEVATION: 215.640 DATUM: NGVD29 MESMIC ARCHITECT EXR: 12131113 DATE DATE A -S3.2 SHEET 15 OF 105 PLANNING CASE NO 04-197 MUP /DRICDP /EIA a �e 3ZA 0�0 x aka 7 F a a 0 0 a 'm 0 a N L 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 14. 8x 8x 16 Precision faced grey colored concrete block units. See structural drawings for 22. 6x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 2. 2 x 6 Resawn STK grade Cedar, T 8 G, T groove exposed roof decking at all overhangs additional information. 23. Double 3 x 6 Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis and backspon as shown on this plan 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings 24. Custom Color Powder Coated Aluminim Fixed Blade Sightproof louvers on Exterior Walls. 3. 3 x 10 Resawn D.F. MI Sloping Roof Rafters @ 2' -0" o.c. for additional information. See details as referenced and speciflcations for additional information. 4. 3 x 6 Resawn D.F. MI Fascia 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes R specifications 25. Hollow Metal Door Jamb and head with tabs into (MU walls. See details as referenced and 5. 2x ANic Joists @ T-10"o.c. These are special cut depths. See sections for detail references. 17.12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for specifications for additional information. Field Pointed per specifications. 6. Install 2 x 3 members, laid flat on top of sloping roof joists of all locations that do not finish elevations of slob and finish requirements. See Structural drawings for details, 26. Custom Color Powder Coated Aluminum Storefront windows, field cut and fabricated with have 2 x 6 decking. See sections and details for darif cation. reinforcement, etc, of floor slab. 1/2" obscure laminated fixed glass. See details as referenced and specifications for 7. 221/2" x48" framed openings in floor of upper clerestory a0ic for ventilation 18. 5" thick lower level floor slab to be poured after starter courses of walls have been set. additional information. B. 2 x 6 Wood Framed Walls of Upper Clerestory See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural 27 Custom Color Powder Cooled Aluminum fixed single blade louver at Clerestory. See details 9. 2 x 6 D.F. M2 Ceiling Joists at Clerestory @ 24" o.c. drawings for details, reinforcement, etc. as referenced and specifications for additional information. 10.3x8D.FP.T nailer at top of (MU walls. Secure to walls as shown on structural drawings 19. Below grade waterproofing. See specifications for additional information. 28. Stainless Steel Custom fabricated cuslomer service counter. See details as referenced 11. 71/2" R19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 20. continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See 29. Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details 12. 91 /T' R 30 Foil Faced Fiberglass Ban Insulation an all Sloped Rafters at Restroom 8 Elm. Room civil drawings for POC of drain line. as referenced and specifications for additional information. 13. 5/B" Water Resistant Drywall (ailing in Smooth, painted finish. 21. 6 x 6 Resawn Clear Heart Western Red Cedar Trellis members Section and Elevation Reference Notes -----"------"------'+------' r------'+------------- ' +------ L`----- " - - - -/ L----- "------ 1L----- ;'------ iF - - - -- 40 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. 32. Earth Bmkfill shown hatched 33. Exterior concrete paving. See Landscape drawings by RIM Design Group. 34. Custom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Restmom door & frames. See door schedule and details 36. 7/B" Smooth Steel Trowel Plaster with Elastomeric coating over lath and plaster at exterior walls as shown on Elevations. See Specs 37. 7/B" Smooth Steel Trowel Plaster with Elastometic coating over lath and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elaslomeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Un lerlayment for Class A Rating and over Grace Ice 8 Water Underlayment for waterproofing. See I(C Report on sheet ADA for rating approval 42. Double 2 x 6 studs centered under each roof rafter at Clerestory for rafter support and as hacking for vertical aluminum reveals 43. Model if VFS 6145 Fire Resistant Wall vents at (leresfory shown hatched and dashed (7 per side) www.vulcontechnologies.com 44. Powder (oared Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. Sou h Restroom L222 m L Section - Southwest Elevation G - G of Structural Components South Restroom B u i I d i n g Norhtwest Elevation H - H of Structural Components Rale: 3 /8 "=FV UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS ��.5t1 ' w, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: ARCHITECT LEE AP J�svvu� W��i �w D 470 Wald AUTHORITY �\I 31591 Camino Capistrano (� Irvine = San Juan Capistrano, 92675 DESIGN w 811 Co. 92618 a- * wrmv.RJMEesgngraup.mm , ^♦ GROUP 949 450 1088 �o /an o `� 19491493 -2690 fax ' `� 'I9 201 Mml M. TWO WORKING DAYS 949 2665551 Fax SIGN DATE ®� cA1sr° 19491493 -2600 phone SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE BEFORE YOU DIG moil: mickartz ®ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 DATE: WRILa,2012 RECOMM APPROVED: HORIZONTAL �� ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: G1041fi WHIN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL 119 2012 April 9, 2012 SOUTH BUILDING EXTERIOR ELEVATIONS G & H ELEVATION: 215.640 DATUM: NGVD29 MESMIC ARCHITECT EXR: 12131113 DATE DATE A -S4.0 SHEET 16 OF 105 PLANNING CASE NO 04-197 MUP /DRICDP /EIA a V n m m° o�W 3zz o)0 x aka 7 J F a a a 0 r 0 a m O a N L CM1 All sloped roofs shall be Berridge Deep Deck, 22 ga. Steel Panels. This product 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 14. 8x 8x 16 Precision faced grey colored concrete block units. See structural drawings for 22. 6x 12 Resawn Clear Head Western Red Cedar Trellis Beam shall he shipped unfinished from Berridge. Roofing Fabricator shall have these 2. 2 x 6 Resawn STK grade Cedar, T & 0, T groove exposed roof decking at all overhangs additional information. 23. Double 3x6Re sown Clear Heart Western Red Cedar Diagonal Braces @Trellis panels and all sheet metal trim piece locally Powder (acted with Tiger Dryac and backspon as shown on this plan 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings 24. Custom Color Powder Coated Aluminim Fixed Blade Sightprod louvers on Exterior Walls. RAL N 8016 "Mahagonibrauo" Dark Brown. This Color has an LRV of 7 3. 3 x 10 Resawn D.F. MI Sloping Roof Rafters @ 2' -0" o.c. for additional information. Sae details as referenced and specifications for additional information. CM2 All Exposed Wood Beams, Fascias, Rafters and Trellis shall receive one heavy 4. 3 x 6 Resawn D.F. MI Fascia 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes R specifications 25. Hollow Metal Door Jamb and head with tabs into (MU walls. See details as referenced and coat of Olympic "Marathon" Semi Transparent Stain in If 714 "Dark Tahoe" 5. 2x Aaic Joists @1'41 "o.c. These are special cut depths. See serious for detail references. 11.12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for specifications for additional information. Field Pointed per specifications. This Color has an LRV of 18 6. Install 2 x 3 members, laid flat on top of sloping roof joists at all locations that do not finish elevations of slob and finish requirements. See Structural drawings for details, 26. Custom Color Powder Coated Aluminum Storefront windows, Field cut and fabricated with (M3 All Plastered walls and aluminum reveals shall receive Dunn Edwards Elostometic have 2x 6 decking. See sections and details for clarification. reinforcement, etc, of floor slab. 1/2" obscure laminated fixed glass. See details as referenced and specifications for Coating. Color shall he R DE6123 "Trail Dust ". This has and LRV of 40 7. 221/ 2 " x48 framed " upper attic for ventilation I ' n floor of clerestory 18. 5" thick lower level floor slab to be poured after starter courses of walls have been set. additional information. CM4 All Storefront frames, Louvers, Exterior Doors, Roll Up Counter Doors, Metal B. 2 x 6 Wood Framed Walls at Upper Clerestory See Sheet A -B2.0 for Fusin elevations of slab and flnish requirements. See structural 27 Custom Color Powder Cooled Aluminum fixed single blade louver at Clerestory. See details Guardrails and Metal Lattice shall be Powder Coated, Tiger Drylac, k 6002 9. 2 x 6 D.F. M2 Ceiling Joists at Clerestory @24 "o.c. drawings for details, reinforcement, etc. as referenced and specifications for additional information. Dark Green. This has LRV 11 10.3x8D.FP.T nailer at top of (MU walls. Secure to walls as shown on structural drawings 19. Below grade waterproofing. See specifications for additional information. 28. Stainless Steel Custom fabricated cuslomer service counter. See details or referenced CM5 color on of Exposed Block walls, shown shaded on these elevations shall be 11. 71/2" R 19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See 29. Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details P Angeles Block Co. "Dusty Brown" in Burnished Finish with mortar to match block 12. T R 30 Foil Faced Fiberglass Ban Insulation at all Sla m 8 Elec. Room 91 ' Sloped Rafters at Restroo / B P civil drawings for POC of drain line. as referenced and specifications for additional informaon. ti has 13. 5/B" Water Resistant Drywall Ceiling in Smooth, painted finish. 21. 6 x 6 Resawn Clear Head Western Red Cedar Trellis members With s ware tooled'oints . This color and LRV of 18 Exterior Color and Material Notes Section and Elevation Reference Notes CM2 CM EXISTING GRADE LINE 7 D -7 21 22 11401 r y.1, -. I CM 43 CM2 CM3 FINISHED FLOOR LANE @185.(83' CM 4 Footings Shown on architectural seRlons are for generic illustration only. Refer to structural drawings by ADS Consulting Engineers for accurate footing sizes, , reinforcement and configuration CM3 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Coca. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by M(E Consultants. 32. Earth Bmkfill shown hatched 33. Exterior concrete paving. See Landscape drawings by DM Design Group. 34. Custom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Restroom door 8 frames. See door schedule and details 36. 7/B" Smooth Steel Trowel Plaster with Elastomeric coating over lath and plaster at exterior walls as shown on Elevations. See Specs 37. 7/B" Smooth Steel Trowel Plaster with Elastometic coating over lath and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elaslomeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. W 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlayment for Class A Rating and over Grace Ice 8 Water Underlayment for waterproofing. See I(C Report on sheet ADA for rating approval 42. Double 2 x 6 studs centered under each roof rafter at Clerestory for rafter support and as hacking for vertical aluminum reveals 43. Model if VFS 6145 Fire Resistant Wall vents at Clerestory shown hatched and dashed (7 per side) www.vulcontechnologies.com 44. Powder (oared Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. CM2 Sou h Retain Section - Southwest Elevation I - I with Exterior Finishes Shown S o u t h R e s t r o o m B u i l d i n g ILower Level Northwest Elevation J -J with Exterior Finishes Shown Scale: 3 /e" -tr -0t UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS ��.5t1 ' +, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: ARCHITECT LEE Are J�svvu' W��i �w D 470 wale AUTHORITY �\I 31591 Camino Capisoano Ef Irvine = San Juan Caplslmna,CA926]5 DESIGN w 811 Co. 92618 a- * wrmv.RJMEesgngraup.mm , ^♦ GROUP 949 450 1088 �a /an z `� 19491493 -2890 rax ' `� 'I9 201 Mml M. TWO WORKING DAYS 949 2665551 Fa. SIGN DATE ®/ cASCr° 19491493 -2600 phone SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE BEFORE YOU DIG mail: mickartz000l.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEESHEET".1 DATE: APRILa,2012 RECOMM APPROVED: HORIZONTAL G; ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: G1041fi WHIN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL 1192012 April 9, 2012 SOUTH BUILDING EXTERIOR ELEVATIONS I & J ELEVATION: 215.640 DATUM: NGVD29 MESMIC ARCHITECT EXR: 12131113 DATE DATE A -S4.1 SHEET 170F 105 PLANNING CASE NO 04-197 MUP /DRICDP /EIA still a V ig TP L14a 3zz 0�0 x aka 7 J r n 0 L 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 14. 8x 8x 16 Precision faced grey colored concrete block units. See structural drawings for 22. 6x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 2. 2 x 6 Resawn STK grade Cedar, T 8 0,'V' groove exposed roof decking at all overhangs additional information. 23. Double 3 x 6 Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis and backspon as shown on this plan 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings 24. Custom Color Powder Coated Aluminim Fixed Blade Sightproof louvers on Exterior Walls. 3. 3 x 10 Resawn D.F. MI Sloping Roof Rafters @ 2' -0" o.c. for additional information. See details as referenced and speciflcations for additional information. 4. 3 x 6 Resawn D.F. MI Fascia 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes R specifications 25. Hollow Metal Door Jamb and head with tabs into (MU walls. See details as referenced and 5. 2x ANic Joists @2' -0 "o.c. These are special cut depths. See sections for detail references. 17.12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for specifications for additional information. Field Pointed per specifications. 6. Install 2 x 3 members, laid flat on top of sloping roof joists of all locations that do not finish elevations of slob and finish requirements. See Structural drawings for details, 26. Custom Color Powder Coated Aluminum Storefront windows, field cut and fabricated with have 2 x 6 decking. See sections and details for darif cation. reinforcement, etc, of floor slab. 1/2" obscure laminated fixed glass. See details as referenced and specifications for 7. 221/2" x48" framed openings in floor of upper clerestory a0ic for ventilation 18. 5" thick lower level floor slab to be poured after starter courses of walls have been set. additional information. B. 2 x 6 Wood Framed Walls of Upper Clerestory See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural 27 Custom Color Powder Cooled Aluminum fixed single blade louver at Clerestory. See details 9. 2 x 6 D.F. M2 Ceiling Joists at Clerestory @ 24" o.c. drawings for details, reinforcement, etc. as referenced and specifications for additional information. 10.3x8D.FP.T nailer at top of (MU walls. Secure to walls as shown on structural drawings 19. Below grade waterproofing. See specifications for additional information. 28. Stainless Steel Custom fabricated cuslomer service counter. See details as referenced 11. 71/2" R19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See 29. Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details 12. 91 /T' R 30 Foil Faced Fiberglass Ban Insulation an all Sloped Rafters at Restroom 8 Elec. Room civil drawings for POC of drain line. as referenced and specifications for additional information. 13. 5/B" Water Resistant Drywall (ailing in Smooth, painted finish. 21. 6 x 6 Resawn Clear Heart Western Red Cedar Trellis members Section and Elevation Reference Notes ------ uJJ------ uJI ------ cl______ J i______ s h_____J!______ s L___� J I______ s L_____J!______s I 1 191 1 201 21 12 1 40 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. 32. Earth Bmkfill shown hatched 33. Exterior concrete paving. See Landscape drawings by RIM Design Group. 34. Custom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. See details as referenced 35. (ustomColor Powder Coated Restmom door 8 frames. See door schedule and details 36. 7/B" Smooth Steel Trowel Plaster with Elastomeric coating over lath and plaster at exterior walls as shown on Elevations. See Specs 37. 7/B" Smooth Steel Trowel Plaster with Elastometic coating over lath and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elaslomeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlayment for Class A Rating and over Grace Ice 8 Water Underlayment for waterproofing. See I(C Report on sheet ADA for rating approval 42. Double 2 x 6 studs centered under each roof rafter at Clerestory for rafter support and as hacking for vertical aluminum reveals 43. Model NVFS 6145 Fire Resistant Wall vents at (leresfory shown hatched and dashed (7 per side) www.vulcontechnologies.com 44. Powder (noted Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. 12 Roof Pitch 6 Upper Level Southwest Elevation L - L of Structural Components Sou h Rotor r//�ff/ffi YON* NO Y100109111 MAIN IVWX4 1 C Section - Northeast Elevation K- K of Structural Components S o u t h R e s t r o o m Building Stale: 3 /8 "=F -0" UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS ��.s„ , ' s, f PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: ARCHITECT LEED AP AUTHORITY D 470 Wald 31591 Camino Capistrano Adibir Irvine = San Juan Capistrano CA 926.5 DESIGN w 811 Co. 92618 a- * wrmv.RJMEesgngraup.mm , ^♦ GROUP 949 450 1008 �o /nn o `� 19491493 -2890 Tax ' `� 'I9 201 Mml M. TWO WORKING DAYS 949 2665551 Fa. SIGN DATE ®� crlsr° 19491493 -2600 phone SIGN DATE SIGN DATE 18r. GRE S GATE SIGN DATE BEFORE YOU DIG email : mickartz ®ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 DATE: WRIL9.2012 RECOMM APPROVED: HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: G1041fi WHIN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL II92012 April 9, 2012 SOUTH BUILDING EXTERIOR ELEVATIONS K8rL ELEVATION: 215.640 DATUM: NGVD29 MESMIC ARCHITECT EXR: 12131113 DATE DATE A -S4.2 SHEET is OF 105 PLANNING CASE NO 04-197 MUP /DRICDP /EIA RIND a V W o-W 3zz oj0 x aka J a a 0 0 a N CIA All sloped roofs shall be Berridge Deep Deck, 22 ga. Steel Panels. This product 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 14. 8 x 8 x 16 Precision faced grey colored concrete block units. See structural drawings for 22. 6x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Coca. See details 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. shall he shipped unfinished from Berridge. Roofing Fabricator shall have these 2. 2 x 6 Resawn STK grade Cedar, T & 0, T groove exposed roof decking of all overhangs additional information. 23. Double 3x6Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis as referenced and specifications for additional information. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD panels and all sheet metal trim piece locally Powder (acted with Tiger Dryoc and backspon as shown on this plan 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings 24. Custom Color Powder Coated Aluminim Fixed Blade Sightproof louvers on Exterior Walls. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. Underluyment for Class A Rating and over Grace lie & Water Underlaymuff for RAL N 8016 "Mahe onibmun" Dark Brown. This Color has on LRV of 7 9 3. 3 x 10 Resawn D.F. MI Sloping Roof Rafters @ 2' -0" o.c. for additional information. Sae details as referenced and specifications for additional information. 32. Earth Bmkfill shown hatched waterproofing. Seeent Report on sheet AD -0 for rating approval CM2 All Exposed Wood Beams, Fascias, Rafters and Trellis shall receive one henry 4. 3 x 6 Resawn D.F.1H Fascia 16. 8 Bxlb Burnished, integral color concrete block. See Elev. notes &specifications 25. Hollow Metal Door Jamb and head with fobs into (AID walls. See details as referenced and 33. Exterior concrete paving. See Landscape drawings by RIM Design Group. 42. Douhle2x6studs[entered under each roof rafter at Clerestory for rafter support coat of Olympic "Marathon "Semi Transparent Stain in If 714 "Dark Tahoe" P 5. 2x ANic Joists @2'41 "o.c. These are special cut depths. See sections for detail references. 17.12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for specifications for additional information. Field Pointed per specifications. 34. (uslom fabricated steel arbor tre llis & guardrail on walls of planter. Pointed. This Color has an LRV of 18 nits 6. Installlx3mem6ers, laid flat on top of sloping roof joists atoll locations that do not finish elevations of nfni hrequirements. at Irwin for tit slab s equs. Sees uc ura drawings s, 26.(ustomCalor Powder Aluminum Storefront windows, field cut with See details as referenced and as backing for vertical aluminum reveals 9 (M3 All Plastered walls and aluminum reveals shall receive Dunn Edwards Elostomeric have 2x 6 decking. See sections and details for darifcation. reinforcement, etc, of floor slob. 1/2" obscure laminated fixed gloss. See details as referenced and specifications for 35.(usfom Color Powder Coated Restroom door & frames. See door schedule and details 43. Model Jf VFS 6145 Fire Resistant Wall vents at(lerestory shown hatched and dashed Coating. Color shall be RDE6123 "Trail Dust ". This has and LRV of 40 7. 221/2" x48" framed openings in floor of upper clerestory a0ic for ventilation 18. 5" thick lower level floor slab to be poured after starter courses of walls have been set. additional information. 36. 7/B" Smooth Steel Trowel Plaster with Elastomeric coating over loth and plaster (7 per side) www.vulconte[hnologies.com (M4 All Storefront frames, Louvers, Exterior Doors, Roll Up Counter Doors, Metal B. 2 x 6 Wood Framed Walls at Upper Clerestory See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural 2T Custom Color Powder Cooled Aluminum fixed single blade louver at Clerestory. See details at exterior walls as shown on Elevations. See Specs 44. Powder Coated Aluminum fixed blade interior louver with insect screen. Guardrails and Metal Lattice shall be Powder Coated, Tiger Drylec, k 6002 9. 2 x 6 D.F. M2 Ceiling Joists at Clerestory @24 "o.c. drawings for details, reinforcement, etc. as referenced and specifications for additional information. 37. 7/B" Smooth Steel Trowel Plaster with Elastometic mating over loth and plaster 45. Eliminate concrete block at location shown with louver on wall above toilets in the Dark Green. This color has on LRV of 11 10.3x8D.EP.T nailer at top of (MU walls. Secure to walls as shown on structural drawings 19. Below grade waterproofing. See specifications for additional information. 28. Stainless Steel Custom fabricated cuslomer service counter. See details or referenced at woad framed exterior ceiling as shown on sections. See Specs Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill (M5 Exposed Block walls, shown shaded on these elevations shall be P 11. 71/2" R 19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See 29. Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details 38. 11/2" wide Fry Rental Co. Aluminum vertical reveals as shown on exerior elevations. finish louver. Connect louver to exhaust duct transition as shown on referenced detail Angeles Block Co. "Dusty Brown" in Burnished Finish with mortar to match block 12. 91/2 "R 30 Foil Faced Fiberglass Ban Insulation of all Sloped Rollers at Restroom BElec. Room civil drawings g POC of drain line. as referenced and specifications additional information. Paint all reveals with some elaslomeric coming as on adjacent lasterwalls 9 P See interior elevations for additional locations not shown on sections. With s wore tooled'oints . This color has and LRV of 16 1 13. 5/B" Water Resistant Drywall Ceiling in Smooth, painted finish. 21. 6 x 6 Resawn Clear Head Western Red Cedar Trellis members 39. Leave studs exposed in Clerestory. No insulation. Exterior Color and Material Notes Section and Elevation Reference Notes f CM 1 38 43 cNJ 2 INS 41 ° i' Sou h CM 41 - Reshacm 36 ®tea I 38 DI 4 0.2 1 Y 41 KEY PLAN n CM 3 1Y 10 CM 2 3 ADl I 0.1 4 6 _ AD -2 RUN i EST OOIYI Ul 2 D2 3 7 Equal Equal / Equal Equal 2 26 5 A0.4 A0.2 CM4 D2 CM4 M N - -_. 0 EN Sim ExtsrExc s 24 -- ExtsLINE VCM3 GRADE LINE b D2 - -- c . GRADE LINE e o-1 D. � 22 Upper Level Southwest Elevation N - N with Exterior Finishes Shown 40 ,'Footings shown on c Nectura sections are for generic illustration it Refer to structural drawings by ADS Consulting Engineers for accurate footing sizes, reinforcement and configuration Northeast Elevation M- M with Exterior Finishes Shown S o u t h R e s t r o o m B u i l d i n g UNDERGROUND SERVICE ALERT ARCHITECT LEE AP SAN ELIJO JOINT POWERS �s.5t1 ' +, °' %` , ,O, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY CALL: 470 Wald Ff D Irvine = 31591 Camino Capistrano w 811 Co. 92618 a- 4 San Juan Calumanc, CA 92675 DESIGN www.RJMaesimagrcup.mm GROUP �� 949 450 1088 �a /nn z `� Mml M. 19491498 -2690 fax 'I9 201 SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE TWO WORKING DAYS 949 2665551 Fax SIGN DATE ®/ cASCr° 19497498 -2600 phone BEFORE YOU DIG mail: mickartzaool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 HORIZONTAL DATE: APRILa,2012 RECOMM APPROVED: ENCINITAS COMMUNITY PARK 10630 -G HN FRENKEN ISA RUDLOFF 119 2012 April 9, 2012 RECORD FROM COUNTY OF SAN DIEGO VERTICAL LICENSE NO.: G1041fi G; SOUTH BUILDING EXTERIOR ELEVATIONS M & N SHEET �9 OF 105 ELEVATION: 215.640 DATUM: NGVD29 MESMIC ARCHITECT EXR: 12131113 DATE DATE A -S4.3 PLANNING CASE NO 04-197 MUP /DR/CDP /EIA RINI n U rc o a e� m° < w�== o;o -.aka r a a 0 a 'm O a L L. L. O �I 2 Z ALA n 414.3N4. (,- 3. rml � 4 -113.04 rn -N4. -N4.3 4A! YAn U ' 1 I N4 3 S N3.2 Y U A 413.1 U U W N4.1 413. N4.0 4.1 414.0 NORTH Resmoom KEY PLAN 0 8 x 12 x 16 Integral Color Burnished CMU Exterior Low Seat Walls 8 Low Level Ext. Retaining 1 1 1 1 1 1 1 w i 9' -ID" 8'-0 "i 9'-10" i 2' -0" I 4' -0" 3'-10" I ' 1 1 3' -10" 4' -0" I 2' 1 T "x2 "Ceramic Tile 1 Fluor and Be (we 1 Base Typ. 2 "x2 "C1 Tile i Floor and B" Cove 1 Bose Typ. 1 8 x 8 x 16 Grey Precision (MU ' 1 1 ' 1 1 1 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Seaions for heights 1 Interior 6'41" High, Cantilevered '4 r 1 1 I 4 r 1 r womel q 4 31-411 --- - - - - -- v .............e .. 4' 40 ....... 4 1 1 a Floor Drain. See Plumbing Drawings. Slope surface of — e q -- /' Q Plumb ng Chase -- -' slob 1/8" per foot toward a e °P g A -N3.1 --- - - - - -- '- rain. Maintain minimum slob thickness throughout as shown on strum drawings Underside of slab to slope g q occor�ngili— A3.1 § a a 4 mJ Secondary Electrical Room a P --- - - - - -_ P e 4 1 I 1 1 1 1 1 1 1 1 1 1 1 1 i i 2'41" 1 314" 1 16A0" 3'4" ' 241" 9' -10" 8' 4" 9'-10" 28' -0m 1 U ' 1 I N4 3 S N3.2 Y U A 413.1 U U W N4.1 413. N4.0 4.1 414.0 NORTH Resmoom KEY PLAN 0 O Grout, Mortar and Reinforcement Wall legend q � h Y c North Restraom Wall and Slab Dimension Plan Scale: 3/8 " =P -0" UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS ��.5t1 ' A, , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: ARCHITECT LEED AP J�xvvu' W��i D 470 Wald AUTHORITY ,�, 31591 Camino Capistrano (� Irvine = San Juan Capismoo, CA 92675 DESIGN 811 Co. 92618 4- * wrmv.RJMEesgngroula.mm GROUP 949 450 1088 �o /Yn o `� 19491493 -2690 fax R� M '19 201 Mml M. TWO WORKING DAYS 949 2665551 Fax SIGN DATE ®� tA11ro 19491493 -2600 phone SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE BEFORE YOU DIG moil: mickort:eool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 Al C' change partitions to Bobrick Me 17,2013 LOCATION: SEE SHEETC -0.1 DATE: APRILa,2012 RECOMM APPROVED: riY 9 p Y HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: G1041fi HN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL 119 2012 April 9, 2012 NORTH BUILDING WALL & SLAB DIMENSION PLAN ELEVATION: 215.640 DATUM: NGVD29 MESMICKA ARCHITECT EXR: 12131/13 DATE DATE A -N2.0 SHEET 2a OF 105 PLANNING CASE NO 04-197 MUP /DRICDP /EIA N E m NO m , L14a __ o;a x aka J 8 x 12 x 16 Integral Color Burnished CMU Exterior Low Seat Walls 8 Low Level Ext. Retaining p 1 •J 8 x 12 x 16 OR 12 x 12 x 16 Integral Color Burnished (MU Upper Exl Retain Walls& South Bldg. Feature Wall ,e 8 x 12 x 16 Gray Precision CMU Building Lower Level Retaining Walls 8 x 8 x 16 Grey Precision (MU Lower and Upper Level Exterior Walls 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Seaions for heights 6 x 8 x 16 Gray Precision (MU Interior 6'41" High, Cantilevered O Grout, Mortar and Reinforcement Wall legend q � h Y c North Restraom Wall and Slab Dimension Plan Scale: 3/8 " =P -0" UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS ��.5t1 ' A, , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: ARCHITECT LEED AP J�xvvu' W��i D 470 Wald AUTHORITY ,�, 31591 Camino Capistrano (� Irvine = San Juan Capismoo, CA 92675 DESIGN 811 Co. 92618 4- * wrmv.RJMEesgngroula.mm GROUP 949 450 1088 �o /Yn o `� 19491493 -2690 fax R� M '19 201 Mml M. TWO WORKING DAYS 949 2665551 Fax SIGN DATE ®� tA11ro 19491493 -2600 phone SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE BEFORE YOU DIG moil: mickort:eool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 Al C' change partitions to Bobrick Me 17,2013 LOCATION: SEE SHEETC -0.1 DATE: APRILa,2012 RECOMM APPROVED: riY 9 p Y HORIZONTAL ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: G1041fi HN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL 119 2012 April 9, 2012 NORTH BUILDING WALL & SLAB DIMENSION PLAN ELEVATION: 215.640 DATUM: NGVD29 MESMICKA ARCHITECT EXR: 12131/13 DATE DATE A -N2.0 SHEET 2a OF 105 PLANNING CASE NO 04-197 MUP /DRICDP /EIA N E m NO m , L14a __ o;a x aka J F ^a a 0 0 a 'm 0 a n v o ^ L WALLS: I. All Interior CMU walls at Restrooms and Staff Office shall be pointed as per Specifications. 2. All interior (MU walls at Restrooms shall also receive Grafiai Coating as per specifmtions. 3. All Interior CMU walls at Plumbing Chose and Maintenance Storage shall remain unfinished. 4. All Interior Drywall surfaces at Staff Office shall be painted per specifications FLOORS: I. Restroom and Concession Room floors shall he smooth finish steel troweled exposed concrete with clear sealer. Note: sealer shall be applied within two days of pour. See specifications for additional information. Note: sealer shall be applied within two days of pour. See specifications for additional information 2. Plumbing (hose, Equipment storage and Electrical Equipment Room floors shall be smooth finish steel troweled exposed concrete without sealer. CEILINGS: I. All exposed renown wood ceilings shall received one (out of semi tranparent stain. See specifications for additional information. 2. All drywall outlines shall he pointed per specifications. Finish Schedule TOTAL BUILDING AREA - 762 S.F. BUILDING HEIGHT .......... ..............................I -STORY BUILDING TYPE ............ ..............................I TYPE YB, NON SPRINKLERED OCCUPANCY TYPE.... ....... ....... ....... ............... TYPE B All work in this building hall conform m the requirements of the 2007 California Building Code the 2007 9 9 9 California Mechanical Code, the 2007 California Plumbing Code and the 2007 California Electrical Code. General Miscellaneous (ode Notes: I. There shall he no hazardous materials stored and /or used within this building which will exceed the quantities listed in UR Tables 341 and 3-E, unless shown noted and detailed on these drawings. 2. There shall he no abrupt [hanger in elevation along the path of travel to this building. Ramps shall not exceed 8.33% (inspector to verify). See grading plan for elevations of sidewalks along the path of travel. 3. All materials installed in this building shall be a minimum (loss 'C' General Building and (ode Notes I. GRAB BARS SHALL A. Be at the sides of the toilets and shall he at least 42" long with the front end positioned 24" in front of the toilets and the with back end positioned no more than 12" from the rear wall. B. Be at the rear of the toilet and shall he at least 36" long with the inside edge set max 3" from the corner. C. Be securely attached at 33" above measured to the centerline and parallel to the floor. D. The centerline of the toilet to the wall where grab bars are located shall be 18" (11158.7.1.2 & 11156.7.2) E. The grab bars shall be 11/4" to I I /T' in diameter with 11/2" denrance to the well. (11 156.8.2) 2. WATER CLOSETS A. The height fo the toilet sent shall be 17" to 19" above the floor. (UP( 1502.01 B. The force required to activate the flush valve shall be 5 Us. maximum. (I117B.6.4, UPC 1502.0) 3. URINALS A. The force required to activate theflush valve shall he 5 HE maximum and located 44" maximum above the floor line. (UPC 1503.21 4. LAVATORIES A. Lavatories adjacnt tot he a wall shall be mounted a maximum of 18" from the wall to the centerline of the fixtures (UPC 15041.1) B. Provide a clear space between lavatories 29" high by 30" Wide by 8" deep at the tap and 9" by 30" wide by 17" deep as the bottom for the front of the lavatory. (UPC 1504.1) C. The faucet controls and the operationg mechanism (operable with one hand) shall be of the type not requiring an operating force exceeding 5 Of or tight grasping, pinching or twisting of the wrist. (UPC 1501 D. Self closing valves are to remain open for at least 10 seconds. (UPC 1504.3) S. TOILET ROOM ACCESSORIES A. The mirror bottom edgesholl be 40" maximum above the floor (1115.9.1.2) B. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall he within 40" of the floor. (1115B.9.2) 6. ROOM IDENTIFICATION All rooms identified bar its use shall be mounted adjacent tothe latch side of the entry door and conform to the following requiremenh:(1117B.5) A. Letters and numbers on signs shall he rinsed or recessed 1/32" minimum and shall be mns -serif or simple serif uppercase characters accompanied by Grade 2 Braille B. Raised characters orsymbols shall he of 5/8 inch high C. Pictorial symbol signs (pictograms) shall he accompanied by the equivalent verbiage description placed directly below the pictogram. The border dimensions of the pictogram shall be a minimum of 6 inches in height. 7. DRINKING FOUNTAIN A. Provide a space beach the drinking fountain 27" high by 8" deep at the top and 9" high by 17" deep at the bottom from the front of The drinking fountain. (11156.4.6.2) B. A lever controlled valve (easily operated) is to he located within 6" of the front of the fountain and within 36" above the floor (1115B.4.6.4) C. The stream is to be parallel to the front of the fountain (1115B.4.6.5) B. ELECTRICAL REQUIREMENTS A. 15, 20 and 30 amp receptacle outlets shall be installed not less than 15" above the floor (111711.6.5.2) B. The center of switches shall he located not more than 48" above the floor (111811.6.5.1) 9. HANDRYERS and EXHAUST FANS A. And Hand Dryer set in Recessed Cabinet from The Add Corp. B. Exhaust Fan for Restroom and Plumbing Chase to be Nature ILF 3601n Line Fan mounted to CMU wall with brackets by Nature. Mount fan to wall and connect to ducts and roof cap as shown on Detail 81 an this sheet. Ductwork shown dashed on this plan Floor Plan Notes CALL. AR CHI I TE'w LEEa AP 70 Wald Irvine w 811 Co. 92618 4501 949 450 1008 _ TWO WORKING DAYS 949 266 5557 Fax BEFORE YOU DIG moil: mickartzeool.com CHANGE NO. DESCRIPTION I APPROVED City change CMU partitions to Bobrick C FIRE DEPARTMENT NOTES: 1. Provide o permanent sign on the Electrical Room Do he as follows: ' CAUTION: WIND GENERATED ELECTICAL SYSTEM ' Red Backround ' White Lettering ' Minimum 3/8" letter height ' All capital letters C ' Arialorsimilarfont,non - bold 2. Marking is required on all interior and exterior DC I raceways, enclosures, cable assemblies and junctior alert the Fire Service to avoid cuffing them. Markin placed on all interior and exterior D( conduit, raced enclosures and cable assemblies every 10 feet, at It above and or below penetrations and all D( combin junction boxes according to the following content at ' CAUTION: WIND GENERATED ELECTRICAL CIRCUIT ' Red acclaimed ' White Lettering ' Minimum 3/8" loner height ' All Capital Letters ' Arial or similar font, non - bold ' Reflective, weather resistant material suitable environment. 3 3. ELECTRICAL All circuit breakers shall be labeled to identicate areas served. The main electrical shut of identified with either the business name or the busi 4. An approved set of building plans shall be on the jo construction. NO INSPECTIONS WILL BE MADE WITH COMPLIANCE WITH ABOVE. (8C Section 108 C SAN ELIJO JOINT POWERS SIGN DATE DATE BENCHMARK SCALE DESCRIPTION: OC 0019 17,2013 LOCATION: SEESHEET".1 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 64 4142 Z S Y .3 �N4. n rn 4 rn 1130 rn -N4. -N4.3 6 4t4 04 U ' r I N4 3 g 3. Y all 31591 Camino Capistrano ,, San Juan Capi nagrou CA 92675 R ■ DESIGN www.RJM2690 fax I`J`J GROUP 19491493 -2690 cox 194914962600 Phone U U Q 3.1 North Restroom Floor Plan PUBLIC WORKS I r I ii GRE S DATE 1 I r I w I r I Building Lower Level Retaining Walls - I r I FRENKEN ISA RUDLOFF WHIN 119 2012 April 9, 2012 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Sections for heights SHEET 21 OF 10 I r I 6 x 8 x 16 Gray Precision (MU I I r I I I r I I r r I I r r r ,, e, I I I I i r = 14 I _ It Men; I O n as ' I O that T � 3'41 "xj5" -� 44 p' -0.. 8.. A I a --- ------ T < `, pr shall 6 AIE -2 9 ----- __y_ `I 5 O 31 ------ _____T AIN 2---- F ------ - - 2 2 9A A06.- O !ri .AD6 9A i onduit, ` - -- `� - -- boxesto 3 should be ' awr Plumbing Cha oys, rnsand ------------------------------ ___ _________ ____________________ _______ 9r and -'- ---- I,, _'- - - -- d format: __''__=,'�f MEI �______�_T' �E- 2 Par 9B C ,I' I INC T. 3. -,�, :. IN IN the (early shall be less address. 5 site during OF j Secondary �__________ A� *3 J0 1 _ Electrical Room 1--- - - - - -- - 1 I 10 I Ail, I r I Ir I r I I I I r I I I r I I I r I r I I I U ' r I N4 3 g 3. Y all 31591 Camino Capistrano ,, San Juan Capi nagrou CA 92675 R ■ DESIGN www.RJM2690 fax I`J`J GROUP 19491493 -2690 cox 194914962600 Phone U U Q 3.1 North Restroom Floor Plan PUBLIC WORKS 8 x 12 x 16 Integral Color Burnished CMU Exterior Low Seat Walls 8 Low Level Ext. Retaining PLANNING AND BUILDING SIGN DATE PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL DATE: P➢RIL 8.2012 VERTICAL LICENSE NO.: G10416 MES MICKA E ARCHITECT P: 12131113 U W N4.1 413. N4.0 4.1 414.0 ENGINEERING 8" him. Rigid GOIv. pipe to run to upper roof and transition to roof termination cep. See sections and roof plan for additional information Bit x Bit x all x8" Goly. Triwye Nutone k OF 3601n Line American HVAC Exhaust Fan Part tTRWY8X8XBX8 All 901 elbows to be Rigid Galy. M Grout Mortar and Reinforcement Wall legend I Wind Turbine. See Landscape drawings for location and ,�� Details R 9 & 10 on Sheet AD NOTE: All egress doors shall be readily operable from the egress side without the use of a key or special knowledge or effort. Manually operated edge or surface mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the door other than by operation of the locking device shall NOT he used Scale: 3/8" =1'-0" NORTH Restroom M1 ENCINITAS FIRE DEPARTMENT I 8" x 14" Stacked Perimeter 8" pia. Golv.. 901 elbow LBox set into (MU void at with transition box and Restroom Wall. Seal edges 12 x 12 register facing with additional S.M. Plumbing Chose Ameriml HVAC BFLB14x8xB Yea t l l a 11an System S c h em atIic j 9 201 I 8 x 12 x 16 Integral Color Burnished CMU Exterior Low Seat Walls 8 Low Level Ext. Retaining SIGN DATE ii GRE S DATE p 1 •J PARKS AND RECREATION APPROVALS 8 x 12 x 16 OR 12 x 12 x 16 Integral Color Burnished CMU Upper in Retain Walls& South Bldg. Feature Wall cue RECOMM APPROVED: 1; 8 x 12 x 16 Gray Precision CMU Building Lower Level Retaining Walls - ENCINITAS COMMUNITY PARK 8 x 8 x 16 Gray Precision (MU Lower and Upper Level Exterior Walls FRENKEN ISA RUDLOFF WHIN 119 2012 April 9, 2012 8 x 8 x 16 Gray Precision CMU Interior Interior Bearing Walls See Sections for heights SHEET 21 OF 10 DATE DATE A -N2.1 6 x 8 x 16 Gray Precision (MU Interior 671 "High, Cantilevered Grout Mortar and Reinforcement Wall legend I Wind Turbine. See Landscape drawings for location and ,�� Details R 9 & 10 on Sheet AD NOTE: All egress doors shall be readily operable from the egress side without the use of a key or special knowledge or effort. Manually operated edge or surface mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the door other than by operation of the locking device shall NOT he used Scale: 3/8" =1'-0" NORTH Restroom M1 ENCINITAS FIRE DEPARTMENT I PLANNING CASE NO 04 -197 MUP /DRGDP /EIA 0 N E m �e c xa� 3ZZ oho aka 7 J ( 9 201 I SIGN DATE ii GRE S DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMM APPROVED: 1; - ENCINITAS COMMUNITY PARK 10630 -G FRENKEN ISA RUDLOFF WHIN 119 2012 April 9, 2012 NORTH BUILDING FLOOR PLAN SHEET 21 OF 10 DATE DATE A -N2.1 PLANNING CASE NO 04 -197 MUP /DRGDP /EIA 0 N E m �e c xa� 3ZZ oho aka 7 J r a a 0 a 'm O a N L Y 1 N4.3 9 I I T A -N3.1 413.0 I I r NORTN 0 Rearoom and N3. B 3.1 � N3.0 D N4. N4.3 440 _ !i I I I i i i a► CP 7 I i KEY PLAN r I I I I 9 RCP 1 RCP 2 R(P 3 Re RCP I RCP RCP2 RCP 3 RCP 4 RCP 5 RCP 6 RCP 7 RCP 5 221/2" x 48" Framed openings in floor of Clerestory for ventilation RCP 6 from Plumbing Chose below -N3.0 r I r i r I r i r I I I r i r I r i r I I I r i i I r i i r i v I r i r I I I 1 B C D S G 0 N4.1 -N3.2 3.1 413. N4.0 4.1 414.0 Elected Ceiling Plan Notes 3 x 10 Resawn D.F. C1 rafters. See notes on Sections 2 x 6 Resawn STK grade Cedar, T & G, N' groove exposed roof decking. 3 x 6 Resawn D.F. Rl Fascia Surface mounted Exterior Light Fixture. See referenced detail and elecricul drawings 5/8" water resistant drywall ceiling at bottom side of sloping rafters Surface mounted fluorescent light fixtures. See Electrical drawings 7/8" Exterior Plaster Ceiling at Restraom Entrance with smooth steel troweled finish with elostomeric coating Wind Turbine. See Landscape drawings for location and Details 0 9& 10 on Sheet AD 2 �Q h Y North R e s t r a o m Reflected Ceiling Plan Scale:3 /8 " -FV UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS ��.5t1 ' +, , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: ARCHITECT LEE AP J�wvu� W��i D vg Wald AUTHORITY ,�, 31591 Camino Capistrano (� Irvine = San Juan Capismano, CA 92675 DESIGN 811 Co. 92618 4- * wrmv.RJMEesgngraup.mm , ^♦ GROUP 949 450 1088 �o /an o `� 19491498 -2690 fax ' `� 'I9 201 Mml M. TWO WORKING DAYS 949 2665551 Fax SIGN DATE ®/ sA`sr° 19497498 -2600 phone SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE BEFORE YOU DIG moil: mickort:®ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 RECOMM APPROVED: LOCATION: SEE SHEET ".I DATE: APRILa,2012 HORIZONTAL G; %'� ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.: C -1041fi HN FRENKEN ISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL 119 2012 April 9, 2012 NORTH BUILDING REFLECTED CEILING PLAN ELEVATION: 215.640 DATUM: NGVD29 MESMIC ARCHITECT EXR: 12131113 DATE DATE A -N2 2 SHEET 22 OF 105 PLANNING CASE NO 04-197 MUP /DR/CDP /EIA a n m NO m , G 4a� zz 3 oj� x aka J a a 0 0 6 N o ^ PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA is N ^ U x rc m a e� m° < M °Lj= w�== 0,0 -.aka NORTH Restroom N4. A4.3 N4. O N3. g 3.1 � N3.0 p N4. N4.3 .N4.0 own II i r I KEY PLAN m N 9 r N 4 N r r I 4 6 e 4 Cie ' 4 e 6 Z Z 9 C`4 Framing Layout Plan Notes B 1. Concrete Block Walls below. See Floor Plan and Structural Drawings for information 1 2. 2 x 6 Resawn STK grade Cedar, T 8 G, T groove exposed roof decking of all overhangs r4 and backspin as shown on this plan 2 3. 3 x 10 Resawn D.F. Rl Sloping Roof Rafters @ TO" o.c. 2 4. 3 x 6 Resawn DT Nl Fascia 4 = e S. 3 x 10 ANic Joists G 741no.C. See detail N 7 /SO -2 r 6. Install 2 x 3 members, laid Rat on tap of sloping roof joists at all locations that do not --- -' —' —' — have 2 x 6 decking. See sections and details for clarification. 4 4 _ _ .. _ _ _ _ ___ _ _ _ _ _ _ _ 7. 221/2" x 48" framed openings in Roar of upper Clerestory aaic for ventilation A31 8. Double 2 x 6 studs centered under each roof rafter at Clerestoyr as support and — — .— .— . —. —.— backing for vertical aluminum plaster reveals _ 9. Ridge Beam. See Structural Drawings 4 q _ NOTE: See structural drawings by ADS Consulting Engineers for additional information 3 3 8 4 4 3 4 q 3 _._._._._._ q q 4 4 _ 113. 4 4 q tT q _ C 4 4 9 r r I r ' I 6 7 I q r r i r i i q0 r i i r i v r i r A I B i ` r U N4.3 -NS3.2 3.1 A3. N4.1 North Building Clerestory Roof Framing Layout North Restroom Roof Framing Layout UNDERGROUND SERVICE ALERT ARCHITECT LEER AP SAN ELIJO JOINT POWERS `�n +11 ' +, . "ar °' %` , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY ,4, CALL: 470 Wald (� D Irvine = 31591 Camino Capistrano w 811 Co. 92618 a- * San Juan Calolmano, CA 92675 DESIGN ^♦ wrmv.RJMEesgngroui , GROUP 'I9 949 450 1008 �nnn t `� Mml M. [949] 498 -2690 fax ' `� 201 SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE TWO WORKING DAYS 949 2665551 Fax SIGN DATE ®/ cs44ro [949] 498 -2600 phone BEFORE YOU DIG moil: miclartz09ool.COm CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 HORIZONTAL DATE: WRILn,2012 RECOMM APPROVED: ENCINITAS COMMUNITY PARK 10630 -G HNFRENKEN II9 2012 ISARUDLOFF April 9, 2012 RECORD FROM COUNTY OF SAN DIEGO VERTICAL G,.I� �// LICENSENO.:G1041fi sHEEr 23 OF 105 ELEVATION: 215.640 DATUM: NGVD29 MESMIC ARCHITECT E R: 12131/13 DATE DATE A -N2.3 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA is N ^ U x rc m a e� m° < M °Lj= w�== 0,0 -.aka a 0 0 a N o ^ 1 AD2 I D -1 Approximate location of exhaust Ion cap and flashing. See details #3 thru 8 on AD N4. A4.3 N4. �A) I ' N3. g ' 3.1 12 w r N3.g Leave OR floor exposed and untreated at Clerestory NORTH Rearoom p N4. N4.3 .g4.0 � \i KEY PLAN All Roofing shall be 22 go. Berridge Deep Deck Pattern in Install over Elk Versashield for a (loss A Rating over Grace Ice and Water Underloyment Waterproofing. See I(( Report ESR 2053 on page AD -4 for (lass A Approval All sloped roofs shall be Berridge Deep Deck, 22 ga. Steel Panels. This product shall be shipped unfinished from Berridge. Roofing Fabricator shall have these panels and all sheet metal trim piece locally Powder Coated with Tiger Dryer RAL# 8016 "Mahogonibraun" Dark Brown. This Color has on LRV of 7 8 0.I Z #13.1 3 See Detail # 2 and #4 on AD -3 for typical roof lopping and fastening requiremenents P i �� p q U N4.1 i i r 2 r AM I O -_ 1' -6I 2" 1'4t l 2" r ' i i B 1 3.1 Z A -N3.1 3 P N4.3 r r r r A r 413. r r 221/2" x 48" Framed openi'gs in floor of clerestory for ventilation from Plumbing Chase below i r r ` ' H3. North Building Clerestory Roof Plan North Restroom Roof Plan Scale: 3/8 " =1' -0" UNDERGROUND SERVICE ALERT D CALL: Ff 4 811 TWO WORKING DAYS BEFORE YOU DIG .RaxrcEac LEED AP 470 Wald Irvine Co. 92618 949 450 1088 949 2665551 Fax moil: mirkartz ®ool.rom SAN ELIJO JOINT POWERS �s.5t1 ' +, .' °rr °/ ` = 4' * �nnn t `� Mml M. ®/ „`sr° , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY SIGN DATE 31591 Camino Capistrano San Juan Caplimano, CA 92675 DESIGN wvnv.RJMdesgngraup.oam , ^♦ GROUP 19491498 -2690 fax ' `� 19491498 -2600 phone 'I9 201 SIGN DATE SIGN DATE V: GRE S GATE al SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 RECORD FROM COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD29 HORIZONTAL VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: WRIL9,2012 G,.I� �// LICENSENO.:G1041fi MESMIC ARCHITECT EXR: 12131113 PARKS AND RECREATION APPROVALS RECOMM APPROVED: CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ENCINITAS COMMUNITY PARK NORTH BUILDING ROOF PLANS A -N2.4 DRAWING NO. 10630 -G HNFRENKEN ISARUDLOFF 119 2012 April 9, 2012 DATE DATE SHEET 24 OF 105 PLANNING CASE NO 04-197 MUP /DRICDP /EIA is N ^ U Lu x rc m a e� m° < °Lu= w�== 0,0 -.aka a a 0 I- 0 a F 0 O a n v y o ^ 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 2. 2 x 6 Resawn STK grade Cedar, T 8 G, T groove exposed roof decking at all overhangs and backspan as shown on this plan 3. 3 x 10 Resawn D.F. #1 Sloping Roof Rafters @ T -O" o.c. 4. 3 x 6 Resawn D.F. MI Fascia 5. 2x Attic Joists @T -0 "ac. These are special cut depths. See sections for detail references. 6. Install 2 x 3 members, laid flat on top of sloping roof joists at all locations that do not have 2x 6 dec king. See sections and details for clarification. 7. 221/1" x 48" framed openings in floor of upper clerestory attic for ventilation S. 2 x 6 Wood Framed Walls at Upper Clerestory 9. 2 x 6 D.F. 62 Ceiling Joists at Clerestory @ 24" ac. 10. 3 x 8 D.F.P7 nailer at top of CMU walls. Secure to walls as shown on structural drawings 11. 71/2" R19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 12. 91/2" R 30 Foil Faced Fiberglass Ban Insulation at all Sloped Rapers at Restroom 8 Elec. Room 13. 5/B" Water Resistant Drywall Ceiling in Smooth, painted finish. Al Secondary Electrical Room 17 CALL. IIR Wald i LEEa AP AR Wald Irvine 811 Co. 9 q ; 4502618 1 1 949 45a aLB TWO WORKING DAYS 949 266 5557 Fax BEFORE YOU DIG email : mickartx®ool.com CHANGE NO. DESCRIPTION I APPROVED DATE City change CMU partitions to Bolarick 17,2013 14. B x 8 x 16 Precision faced grey colored concrete block units. See structural drawings for additional information. 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings for additional information. 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes 8 specifications 17. 12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for finish elevations of slab and finish requirements. See Structural drawings for details, reinforcement, etc, of floor slab. 18. 5 "thick lower level floor slab to be poured after starter courses of walls have been set. See Sheet A -B2.0 for finish elevations of slab and Finish requirements. See structural drawings for details, reinforcement, etc. 19. Below grade waterproofing. See specifications for additional information. 20. Con inuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See Civil drawings for POC of drain line. 21. 6 x 6 Resawn Clear Heart Western Red Cedar Trellis members 22. 6 x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 23. Double 3x6 Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis 24. Custom Color Powder Cooled Aluminim Fixed Blade Sightproof louvers on Exterior Walls. See details as referenced and specifications for additional information. 25. Hollow Metal Door lamb and head with tabs into CMU walls. See details as referenced and specifications for additional information. Field Pointed per specifications. 26. Custom Color Powder Coated Aluminum Storefront windows, field cut and fabricated with 1/2" obscure laminated fixed glass. See details as referenced and specifications for additional information. 27. Custom Color Powder Coaled Aluminum fixed single blade louver at Clerestory. See details as referenced and specifications for additional information. 28. Stainless Steel Custom fabricated customer service counter. See details us referenced 19. Custom Color Powder Coated Steel Custom fabricated Roll up Counter Door. See details as referenced and speci0cations for additional information. Section and Elevation Reference Notes 335 14 rr l 31 33 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. 32. Earth Backfill shown hatched 33. Exterior concrete paying. See Landscape drawings by RIM Design Group. 34. Custom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Rushmore door 8 frames. See door schedule and details 36. 7/8" Smooth Steel Trowel Plaster with Elastomeric coating over Inch and plaster at exterior walls as shown on Elevations. See Specs 37. 7/8" Smooth Steel Trowel Plaster with Elastometic coating over Inch and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 1 1/2 "wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elasforaeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. 12 ADZ Roof Pitch 6 Clerestory Section 0 -0 1 North Restroom Building I SectionP - P SAN ELIJO JOINT POWERS SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC-0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: Ili 29 31591 Camino Capistrano All San Juan Capistrano, CA 92675 R ■ DESIGN www.RJM2690 fax I`J`J GROUP 19491493 -2690 Tax 19491493 -2600 Phone PUBLIC WORKS SIGN DATE I��: vey� :layvia.in.u�a :a�Yn�a:4Tnycru�y DATE: P➢ C. a12 LICENSE NO.: O.: G1041fi ARCHITECT EXR: 12131/13 PLANNING AND BUILDING SIGN DATE PARKS AND RECREATION APPROVALS RECOMM APPROVED: HN FRENKEN ISA RUDLOFF II 9 2012 April 9, 2012 DATE DATE ENGINEERING 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall he 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlayment for Class A Rating and over Grace Ice 8 Water Underloymenf for waterproofing. See CC Report on sheet AD 4 for rating approval 42. Double 2 x 6 studs centered under each roof rafter of Clerestory for rafter support and as backing for vertical aluminum reveals 43. Model NVFS 614S Fire Resistant Wall vents at Clerestory shown hatched and dashed (7 per side) www.vulcontechnologies.com 44. Powder Coated Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. NORTH Restmom KEY PLAN Scale: 3/8" an Vi 14 1 ENCINITAS FIRE DEPARTMENT DATE SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK 10630 -G NORTH BUILDING SECTIONS O & P PLANNING CASE NO: 04-197 MUP /DRICDP /EIA A -N3.0 ISHEET25OF O ^ N b NO m , G4a� 3ZZ oho r ado I ADI - 9 10 ru 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 2. 2 x 6 Resawn STK grade Cedar, T 8 G, T groove exposed roof decking at all overhangs and hucksters as shown on this plan 3. 3 x 10 Resawn D.F. #1 Sloping Roof Rafters @ T-O" o.c. 4. 3 x 6 Resawn D.F. MI Fascia 5. 2x ANic Joists @2' -0 "ac. These are special cut depths. See sections for detail references. 6. Install 2 x 3 members, laid flat on top of sloping roof joists at all locations that do not have 2x 6 dec king. See sections and details for darifcation. 7. 221/1" x 48" framed openings in floor of upper clerestory a0ic for ventilation S. 2 x 6 Wood Framed Walls at Upper Clerestory 9. 2 x 6 D.F. 62 Ceiling Joists at Clerestory @ 24" ac. 10. 3 x 8 D.F.P7 nailer at top of CMU walls. Secure to walls as shown on structural drawings 11. 71/2" R19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 12. 91/2" R 30 Foil Faced Fiberglass Ban Insulation at all Sloped Rai at Restroom 8 Elec. Room 13. 5/8" Water Resistant Drywall Ceiling in Smooth, painted finish. rest 14. B x 8 x 16 Precision faced grey colored concrete block units. See structural drawings for additional information. 15. 8 is 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings for additional information. 16. 8 is 8 x 16 Burnished, integral color concrete block. See Elev. notes R specifications 17. 12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for finish elevations of slab and finish requirements. See Structural drawings for details, ceinfoaement, etc, of floor slab. 18. 5 "thick lower level floor slab to be poured after starter courses of walls have been set. See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural drawings for details, reinforcement, etc. 19. Below grade waterproofing. See specifcations for additional information. 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See Civil drawings for POC of drain line. 21. 6 x 6 Resawn Clear Heart Western Red Cedar Trellis members 22. 6 x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 23. Double 3x6 Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis 24. Custom Color Powder Cooled Aluminim Fixed Blade Sightproof louvers on Exterior Walls. See details as referenced and specifications for additional information. 25. Hollow Metal Door lamb and head with tabs into CMU walls. See details as referenced and specifications for additional information. Field Pointed per specifications. 26. Custom Color Powder Coated Aluminum Storefront windows, Cold cut and fabricated with 1/2" obscure laminated fixed glass. See details as referenced and specifications for additional information. 27. Custom Color Powder Coaled Aluminum fixed single blade louver at Clerestory. See details as referenced and specifications for additional information. 28. Stainless Steel Custom fabricated customer service counter. See details as referenced 19. Custom Color Powder Coated Steel Custom fabricated Roll up Counter Door. See details as referenced and specifications for additional information. Section and Elevation Reference Notes 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by MCE Consultants. 32. Earth Backfill shown hatched 33. Exterior concrete paying. See Landscape drawings by RIM Design Group. 34. Custom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Ransom door 8 frames. See door schedule and details 36. 7/8" Smooth Steel Trowel Plaster with Elastomeric coating over Inch and plaster at exterior walls as shown on Elevations. See Specs 37. 7/8" Smooth Steel Trowel Plaster with Elastometic coating over Inch and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elasforaeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. 1 d% 9 S VON .I����I,.... PAP ord 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall he 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlayment for Class A Rating and over Grace Ice 8 Water Underloyment for waterproofing. See CC Report on sheet AD 4 for rating approval 42. Double 2 x 6 studs centered under each roof rafter of Clerestory for rafter support and as backing for vertical aluminum reveals 43. Model NVFS 614S Fire Resistant Wall vents at Clerestory shown hatched and dashed (7 per side) www.vulconfechnologies.com 44. Powder Coated Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhuast duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. Plumbing Reclaimed Water Use Signaga Chase 4 a -. n....:tavn /An x Secondary 35 Electrical 3 to R o o m ActessibleSignage 7 _ \ -- - _ per detail M5 /AD5@ ? II `4 5'A"abovesidewolk 14 ' 'I Women 4 Men ase D. CALL. IIR Wald i LEEa AP AR Wald q Irvine 811 Co. 94501 949 450 IaLB TWO WORKING DAYS 949 266 5557 Fax BEFORE YOU DIG nail: mickartx®ool.com CHANGE NO. DESCRIPTION APPROVED DATE City change CMU partitions to Bolarick 0 �5 o 17,2013 Section 0 -Q North Restroom Buildinq SectionR - R SAN ELIJO JOINT POWERS SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 31591 Camino Capistrano All San Juan desigmmna,.w92675 R■ DESIGN www.RJM2690 fax I`J`J GROUP 19491493 -2690 ph 19491493 -2600 Phone PUBLIC WORKS SIGN DATE I;2Ft V6 1;2 Oki =I9: 1:7ga to] gUTgkbY619qNT /69 Eel g[R]d DATE: P➢ 2012 LICENSE NO.: G10416 ARCHITECT EXR: 12131/13 12 Roof Pitch 6 h Y C V u PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT f I9 201 SIGN DATE Y: GRE S DATE SIGN DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMM APPROVED: ENCINITAS COMMUNITY PARK 10630 -G HN FRENKEN ISA RUDLOFF 119 2012 April 9, 2012 DATE DATE NORTH BUILDING SECTIONS O & R A -N3.1 SHEET 2s OF 105 PLANNING CASE NO 04-197 MUP /DRICDPIDA O 4. N b NO T < OVQ �ZZ o-0 X ado 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 2. 2 x 6 Resawn STK grade Cedar, T & 0, T groove exposed roof decking at all overhangs and backspon as shown on this plan 3. 3 x 10 Resawn D.F. Ml Sloping Roof Rafters @ 2' -0" o.c. 4. 3 x 6 Resawn D.F. MI Fascia 5. 2x ANic Joists @2' -0 "o.c. These are special cut depths. See sections for detail references. 6. Install 2 x 3 members, laid flat on top of sloping roof joists at all locations that do not have 2 x 6 decking. See sections and details for darif cation. 7. 221/2" x 48" framed openings in floor of upper clerestory a0ic for ventilation S. 2 x 6 Wood Framed Walls of Upper Clerestory 9. 2 x 6 D.F. M2 Ceiling Joists at Clerestory @ 24" o.c. 10. 3 x 8 D.FP.T nailer at top of (AID walls. Secure to walls as shown on structural drawings 11. 71/2" R 19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 12. 91/2" R 30 Foil Faced Fiberglass Ban Insulation at all Sloped Rafters at Restraom & Elec. Room 13. 5/B" Water Resistant Drywall Ceiling in Smooth, painted finish. CALL. ARCHITECT Wald LEE AP Wald 470 Ef� Irvine w 811 Ca. 94501 949 450 1088 TWO WORKING DAYS 949 266 5557 Fax W BEFORE YOU DIG moil: mickartx ®ool.com CHANGE NO. DESCRIPTION APPROVED DATE it �5 0 14. B x 8 x 16 Precision faced grey colored concrete block units. See structural drawings for additional information. 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings for additional information. 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes & specifications 17. 12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for finish elevations of slab and finish requirements. See Structural drawings for details, reinforcement, etc, of floor slab. 18. 5 "thick lower level floor slab to be poured after starter courses of walls have been set. See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural drawings for details, reinforcement, etc. 19. Below grade waterproofing. See specifications for additional information. 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See Civil drawings for POC of drain line. 21. 6 x 6 Resawn Clear Head Western Red Cedar Trellis members 22. 6 x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 23. Double 3 x 6 Resume Clear Heart Western Red Cedar Diagonal Braces @ Trellis 24. Custom Color Powder Coated Aluminim Fixed Blade Sightproof louvers on Exterior Walls. See details as referenced and specifimtions for additional information. 25. Hollow Metal Door Jamb and head with tabs into (MU walls. See details as referenced and specifications for additional information. Field Pointed per specifications. 26. Custom Color Powder Coated Aluminum Storefront windows, field cut and fabricated with 1/2" obscure laminated fixed glass. See details as referenced and specifications for additional information. 27. Custom Color Powder Coaled Aluminum fixed single blade louver at Clerestory. See details as referenced and specifications for additional information. 28. Stainless Steel Custom fabricated mstomer service counter. See details as referenced 29. Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details as referenced and specifications for additional information. Section and Elevation Reference Notes 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. 32. Earth Bmkfill shown hatched 33. Exterior concrete paving. See Landscape drawings by RMI Design Group. 34. Custom fabricated steel arbor trellis& guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Restraom door & frames. See door schedule and details 36. 7/8" Smooth Steel Trowel Plaster with Elastomeric coating over lath and plaster at exterior walls as shown on Elevations. See Specs 37. 7 /B" Smooth Steel Trowel Plaster with Elastometic coating over lath and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elaslomeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. 12 - - - -- Roof Pitch 1 6 7 D -1 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlayment for Class A Rating and over Grace Ice & Water Underlayment for waterproofing. See I(C Report on sheet ADA for rating approval 42. Double 2 x 6 studs centered under each roof rafter at Clerestory for rafter support and as hacking for vertical aluminum reveals 43. Model if VFS 614S Fire Resistant Wall vents at Clerestory shown hatched and dashed (7 per side) www.vulconfechnologies.com 44. Powder (rented Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. SectionS - S I North Restroom Buildina I Section T - T SAN ELIJO JOINT POWERS SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 31591 Camino Capistrano All San Juan CaDislmna, CA 92655 R ■ DESIGN www.RJMaesgngrauD.mm I `J`J GROUP 19491493 -2890 Tax 19491493 -2600 Phone PUBLIC WORKS SIGN DATE I;2vt V6 9;j Oki g9: 1:7gDIBl ZIP] gCbY619qNT /69U1D11019 DATE: P➢ 2012 LICENSE NO.: G1041fi ARCHITECT EXR: 12131/13 PLANNING AND BUILDING SIGN DATE PARKS AND RECREATION APPROVALS RECOMM APPROVED: WHHN FRENI(EN ISA RUDLOFF II 9 2012 April 9, 2012 DATE DATE ENGINEERING I 5 6 AP1 AD1 Smile: 3 /8" - F-0" ENCINITAS FIRE DEPARTMENT DATE I SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK 10630 -G NORTH BUILDING SECTIONS S & T PLANNING CASE NO: 04-197 MUPIDRICDPIDA A -N3.2 ISHEET27OF a V 10 �e < 3ZZ oho aka F a a 0 r 0 a 'm 0 a v m N o� L 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 14. 8x 8x 16 Precision faced grey colored concrete block units. See structural drawings for 22. 6x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 2. 2 x 6 Resawn STK grade Cedar, T 8 0,'V' groove exposed roof decking at all overhangs 31591 additional information. 23. Double 3 x 6 Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis and backspon as shown on this plan 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings 24. Custom Color Powder Coated Aluminim Fixed Blade Sightproof louvers on Exterior Walls. 3. 3 x 10 Resawn D.F. MI Sloping Roof Rafters @ 2' -0" o.c. for additional information. See details as referenced and speciflcations for additional information. 4. 3 x 6 Resawn D.F. MI Fascia 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes R specifications 25. Hollow Metal Door Jamb and head with tabs into (MU walls. See details as referenced and 5. 2x ANic Joists @2' -0 "o.c. These are special cut depths. See sections for detail references. 17.12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for specifications for additional information. Field Pointed per specifications. 6. Install 2 x 3 members, laid flat on top of sloping roof joists of all locations that do not finish elevations of slob and finish requirements. See Structural drawings for details, 26. Custom Color Powder Coated Aluminum Storefront windows, field cut and fabricated with LOCATION: SEESHEETC-0.1 have 2 x 6 decking. See sections and details for darif cation. reinforcement, etc, of floor slab. DATE: WRIL9,2012 1/2" obscure laminated fixed glass. See details as referenced and specifications for 7. 221/2" x48" framed openings in floor of upper clerestory a0ic for ventilation 18. 5" thick lower level floor slab to be poured after starter courses of walls have been set. additional information. B. 2 x 6 Wood Framed Walls of Upper Clerestory LICENSE NO.:C -1041e See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural 27 Custom Color Powder Cooled Aluminum fixed single blade louver at Clerestory. See details 9. 2 x 6 D.F. M2 Ceiling Joists at Clerestory @ 24" o.c. ELEVATION: 215.640 DATUM: NGVD29 drawings for details, reinforcement, etc. as referenced and specifications for additional information. 10.3x8D.FP.T nailer at top of (MU walls. Secure to walls as shown on structural drawings 19. Below grade waterproofing. See specifications for additional information. 28. Stainless Steel Custom fabricated cuslomer service counter. See details as referenced 11. 71/2" R19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See 29. Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details 12. 91 /T' R 30 Foil Faced Fiberglass Ban Insulation an all Sloped Rafters at Restroom 8 Elec. Room civil drawings for POC of drain line. as referenced and specifications for additional information. 13. 5/B" Water Resistant Drywall Ceiling in Smooth, painted finish. 21. 6 x 6 Resawn Clear Heart Western Red Cedar Trellis members Section and Elevation Reference Notes -------------------------------------------------------------- t- ______ -_____ 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. 32. Earth Bmkfill shown hatched 33. Exterior concrete paving. See Landscape drawings by RIM Design Group. 34. Custom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Restmom door & frames. See door schedule and details 36. 7/B" Smooth Steel Trowel Plaster with Elastomeric coating over lath and plaster at exterior walls as shown on Elevations. See Specs 37. 7/B" Smooth Steel Trowel Plaster with Elastometic coating over lath and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elaslomeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlayment for Class A Rating and over Grace Ice 8 Water Underlayment for waterproofing. See I(C Report on sheet ADA for rating approval 42. Double 2 x 6 studs centered under each roof rafter at Clerestory for rafter support and as hacking for vertical aluminum reveals 43. Model if VFS 6145 Fire Resistant Wall vents at (leresfory shown hatched and dashed (7 per side) www.vulcontechnologies.com 44. Powder (oared Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. I Side Elevation U - U of Structural Components I N o r t h R e s t r o o m B u i l d i n q I Elevation V- V of Structural Components I IIR CALL. Wald Ci LEE All AR Wald li Irvine w 811 Ca. 94501 949 450 1088 TWO WORKING DAYS 949 266 5557 Fax BEFORE YOU DIG email : mickartx ®ool.com CHANGE NO. DESCRIPTION I APPROVED DATE SAN ELIJO JOINT POWERS . °„ , ' ., . "° e``' , y PUBLIC WORKS AUTHORITY - 31591 \, Juan Ga"Capiaoano San Juan CA 92675 San DESIGN a * d.sigmmma, www.RJMaesgngraup.mm ■ J GROUP 19491493-2890 Tax ' `` SIGN DATE ®� �r° 1949149b2600 phone SIGN DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION: OC 0019 LOCATION: SEESHEETC-0.1 DATE: WRIL9,2012 HORIZONTAL LICENSE NO.:C -1041e RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD29 MES MIC ARCHITECT EXR: 12131113 PLANNING AND BUILDING SIGN DATE 1137. PARKS AND RECREATION APPROVALS RECOMM APPROVED: WHHN FRENI(EN ISA RUDLOFF II 9 2012 April 9, 2012 DATE DATE ENGINEERING ( ENCINITAS FIRE DEPARTMENT I DATE SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK 10630 -G NORTH BUILDING EXTERIOR ELEVATIONS U & V A -1\14.0 SHEET 28 OF PLANNING CASE NO: 04-197 MUP /DRICDP /EIA i Y L v u it 0 a V W m rte m , L14a 3ZZ o-0 x aka 7 J a a 0 r 0 a N CIA CM2 (M3 CM4 (M5 All sloped roofs shall be Berridge Deep Deck, 22 ga. Steel Panels. This product shall he shipped unfinished from Berridge. Roofing Fabricator shall have these panels and all sheet metal trim piece locally Powder (acted with Tiger Dryoc RAL N 8016 "Mahe onibmun" Dark Brown. This Color has on LRV of 7 9 All Exposed Wood Beams, Fascias, Rafters and Trellis shall receive one henry coat of Olympic "Marathon "Semi Transparent Stain in N 714 "Dark Tahoe" P This Color boson LRV of 18 All Plastered walls and aluminum reveals shall receive Dunn Edwards Elostomeric Coating. Color shall be RDE6123 "Trail Dust ". This has and LRV of 40 All Storefront frames, Louvers, Exterior Doors, Roll Up Counter Doors, Metal Guardrails and Metal Lattice shall be Powder Coated, Tiger Dryloc, k 6002 Dark Green. This color has on LRV of 11 Exposed Concrete Block walls, shown shaded on these elevations shall be Angeles Block Co. "Dusty Brown" in Burnished Finish with mortar to match block With s wore tooled'oints . This color has and LRV of 16 1. OSB Roof 2. 2 x 6 Resawn and backspon 3. 3 x 10 Resawn 4. 3 x 6 Resawn 5. 2x ANic Joists 6. Installlx3mem6ers, have 2x 6 7. 221/2" x48" B. 2 x 6 Wood 9. 2 x 6 D.F. 10.3x8D.FP.T 11. 71/2" 12. 91/2 "R 1 13. 5/B" Water Sheathing. See Structural drawings for type, nailing, etc. STK grade Cedar, TBG,T groove exposed roof decking of all overhangs as shown on this plan D.F.41 Sloping Roof Rafters @ 2' -0" o.c. D.F.1H Fascia @1'41 "o.c. These are special cut depths. See sections for detail references. laid flat on copal sloping roof joists atoll locations that do not decking. See sections and details for darifcation. framed openings in floor of upper clerestory a0ic for ventilation Framed Walls at Upper Clerestory M2 Ceiling Joists at Clerestory @24 "o.c. nailer at top of (MU walls. Secure to walls as shown on structural drawings R 19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 30 Foil Faced Fiberglass Ban Insulation of all Sloped Rollers at Restroom BElec. Room Resistant Drywall Ceiling in Smooth, painted finish. 14. 8 x 8 x 16 Precision faced grey colored concrete block units. See structural drawings for additional information. 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings for additional information. 16. 8 Bxlb Burnished, integral color concrete block. See Elev. notes 8specificafions 17.12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for nits elevations of nfni hrequirements. rt Irwin for tit finish slab s equs. Sees uc um drawings s, reinforcement, etc, of floor slob. 18. 5" thick lower level floor slab to be poured after starter courses of walls have been set. See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural drawings for details, reinforcement, etc. 19. Below grade waterproofing. See specifications for additional information. 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See Civil drawings POC of drain line. g 21. 6 x 6 Resawn Clear Head Western Red Cedar Trellis members 22. 23. 24. 25. 26.(ustomCalor 2T 28. 29. 6x 12 Resawn Clear Heart Western Red Cedar Trellis Beam Double 3x6Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis Custom Color Powder Coated Aluminim Fixed Blade Sightproof louvers on Exterior Walls. Sae details as referenced and specifications for additional information. Hollow Metal Door Jamb and head with fobs into (MU walls. See details as referenced and specifications for additional information. Field Pointed per specifications. Powder Aluminum Storefront windows, field cut with 1/2" obscure laminated fixed gloss. See details as referenced and specifications for additional information. Custom Color Powder Cooled Aluminum fixed single blade louver at Clerestory. See details as referenced and specifications for additional information. Stainless Steel Custom fabricated cuslomer service counter. See details or referenced Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details as referenced and specifications additional information. 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. 32. Earth Bmkfill shown hatched 33. Exterior concrete paving. See Landscape drawings by DM Design Group. 34. Custom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. See details as referenced 35. Custom Color Powder Coated Restroom door 8 frames. See door schedule and details 36. 7/B" Smooth Steel Trowel Plaster with Elastomeric coating over loth and plaster at exterior walls as shown on Elevations. See Specs 37. 7/B" Smooth Steel Trowel Plaster with Elastometic mating over loth and plaster at woad framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Rental Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some elaslomeric coating as on adjacent plaster walls 9 P 39. Leave studs exposed in Clerestory. No insulation. 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underluyment for Class A Rating and over Grace lie 8 Water Underlaymuff for waterproofing. Seeent Report on sheet AD -0 for rating approval 42. Douhle2x6studs[entered under each roof rafter at Clerestory for rafter support and as backing for vertical aluminum reveals 9 43. Model Jf VFS 6145 Fire Resistant Wall vents at(lerestory shown hatched and dashed (7 per side) www.vulcontechnologies.com 44. Powder Coated Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. Exterior Color and Material Notes Section and Elevation Reference Notes _.....� CM 3 3 CM 4 EXISTING GRADE LINE @169.5 ---- - ---- -- - - - - - - - - - - NORTH . . Restroom one CM4 27 q o-2 11 KEY PLAN 10 CM 2 36 CM 4 38 LINE @ 1D FLOOR ---- --- --- ---- --- ---- --- - - ------LINE@168,55 - - - - - CM 1 38 43 41 1 D- CM2 1 1 27 --' --' --' --' 3 A0. 41 4 EXISTING GRADE ---LIN1:n Ifi56v- ---- -- - --- --- 6 7 -------- 2 6 - - 5 61 --- --------- CM 3 38 CM4---- ----31- AU 6 AD Sim 5 AD ---- -------- ------ ------- Southwest Elevation W - W with Exterior Finishes Shown N o r t h R e s t r o o m B u i l d i n g Rear Southeast Elevation X - X with Exterior Finishes Shown UNDERGROUND SERVICE ALERT D CALL: Ff „ w 811 TWO WORKING DAYS BEFORE YOU DIG ARCHITECT LEE AP 470 Wald Irvine Iry 92618 949 450 1008 949 2665551 Fa. moil: mickartz®ool.com SAN ELIJO JOINT POWERS �s.5t1 ' +, . "xtr °'%` = a- * �o /an o `� Mml M. ®/ cASCr° , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY SIGN DATE 31591 Camino Capistrano ,b, San Juan Capislmna,CA926]5 DESIGN San JuJ"C 'igraup.mm ,R GROUP 19491 d93- 2890 mx ' `� 19497493 -2600 phone , 9 201 SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET ".I HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD29 PLANS PREPARED UNDER SUPERVISION OF DATE: APRIL8,2012 LICENSE NO.: G1041fi G; MESMIC ARCHITECT EXR: 12131113 PARKS AND RECREATION RECOMM APPROVALS APPROVED: CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ENCINITAS COMMUNITY PARK NORTH BUILDING EXTERIOR ELEVATIONS W & X A -1\14.1 DRAWING NO. 10630 -G HN FRENKEN ISA RUDLOFF 119 2012 April 9, 2012 DATE DATE SHEET 2s OF 105 PLANNING CASE NO 04-197 MUP /DRICDP /EIA N n U F S LL K w NQ �o TP- Q w zz oj� -.aka a a 0 r 0 a N PLANNING CASE NO 04-197 MUP /DRICDP /EIA n U F S LL NQ o �o TP- Q w zz oj0 -.aka 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 14. 8 x 8 x 16 Precision faced grey colored concrete block units. See structural drawings for 22. 6x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 2. 2 x 6 Resawn STR grade Cedar, T B 0, V groove exposed roof decking al all overhangs 9 9 P 9 9 additional information. 23. Double 3 x 6 Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis as referenced and specifications for additional information. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD and loodspon as shown on this plan 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings 24. Custom Color Powder Coated Aluminim Fixed Blade Sightproif louvers on Exterior Walls. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. Urderlayment for Class A Rating and over Grace lie 8 Water Underlaymenf for 3. 3 x 10 Resawn D.F. MI Sloping Roof Rafters @ 2' -0" o.c. for additional information. Sae details as referenced and specifications for additional information. 32. Earth Bui shown hatched waterproofing. See I(C Report on sheet ADA for rating approval 4. 3 x 6 Resawn D.F.#1 Fascia 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes R specifications 25. Hollow Metal Door Jamb and head with tabs into (MU walls. See details as referenced and 33. Exterior concrete paving. See Landscape drawings by RIM Design Group. 5. 2x ANic Joists @2'41 "o.c. These are special cut depths. See sections for detail references. 17.12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for specifications for additional information. Field Pointed per specifications. 34. (uslom fabricated steel arbor trellis 8 guardrail on walls of planter. Pointed. 42. Double 2x 6 studs centered under each roof rafter of Clerestory for rafter support 6. Install 2 x 3 members, laid flat on top of sloping roof joists of all locations that do not finish elevations of slob and Trish requirements. See Structural drawings for details, 26. Custom Color Powder Coated Aluminum Storefront windows, field cut and fabricated with See details as referenced and as hacking for vertical aluminum reveals have 2x 6 decking. See sections and details for clarification. reinforcement, etc, of floor slob. 1/2" obscure laminated fixed glass. See details as referenced and specifications for 35. Custom Color Powder Coated Restroum door 8 frames. See door schedule and details 43. Model Jf VFS 6145 Fire Resistant Wall vents at Clerestory shown hatched and dashed 7. 221/2" x48" framed openings in floor of upper clerestory a0ic for ventilation 18. 5" thick lower level floor slab to be poured after starter courses of walls have been set. additional information. 36. 7/B" Smooth Steel Trowel Plaster with Elastomeric coating over loth and plaster (7 per side) www.vulcontechnologies.com B. 2 x 6 Wood Framed Walls at Upper Clerestory See Sheet A -B2.0 for finish elevations of slab and finish requirements. See structural 27 Custom Color Powder Cooled Aluminum fixed single blade louver at Clerestory. See details at exterior walls as shown on Elevations. See Specs 44. Powder Coated Aluminum fixed blade interior louver with insect screen. 9. 2 x 6 D.F. M2 Ceiling Joists at Clerestory @ 24" o.c. drawings for details, reinforcement, etc. as referenced and specifications for additional information. 37. 7/B" Smooth Steel Trowel Plaster with Elastometic coating over loth and plaster 45. Eliminate concrete block at location shown with louver on wall above toilets in the 10.3x8D.FP.T nailer at top of (MU walls. Secure to walls as shown on structural drawings 19. Below grade waterproofing. See specifications for additional information. 28. Stainless Steel Custom fabricated cuslomer service counter. See details as referenced at woad framed exterior ceiling as shown on sections. See Specs Men's and Women's Restroom. Install Airolite Extruded Aluminum Type RIF mill 11. 71/2" R19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See 29. Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details 38. 11/2" wide Fry Reglet Co. Aluminum vertical reveals as shown on exerior elevations. finish louver. Connect louver to exhaust dint transition as shown on referenced detail 12. 91/2 "R 30 Foil Faced Fiberglass Ban Insulation at all Sloped Rogers at Restroom B Elec. Room civil drawings for POC of drain line. as referenced and specifications for additional information. Paint all reveals with some elaslomeric mating as on adjacent plaster walls See interior elevations for additional locations not shown onsections. 13. 5 /B" Water Resistant Drywall Ceiling in Smooth, painted finish. 21. 6x6RescueC learHeartWesternRed CedarTrellismembers 39. Leave studs No insulation. P y Section and Elevation Reference Notes NORTH Restmom I a -T T N. 14 IN IN IN IN IN IN 11 IN IN IN IN IN IN 11 111 �1 4 IN I' KEY PLAN T= " == a -- __ - -- - - I- _- .. 3 4 Y rllzllsll�vla Section - Side Elevation Y- Y of Structural Components N o r t h R e s It r o o m B u i I d i n Front Elevation Z Z of Structural Components UNDERGROUND SERVICE ALERT ARCHITECT LEE AP SAN ELIJO JOINT POWERS ��.5t1 ' +, . "etc °' %` , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY ,b, CALL: 470 Wald ff D Irvine = 31591 Camino Capistrano w 811 Co. 92618 a- * San Juan Capistrano, CA 92675 DESIGN RJMEesgngraup.mm ^♦ www , GROUP 'I9 949 450 1008 �o /an o `� Mml M. 19491498 -2690 fax ' `� 201 SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE TWO WORKING DAYS 949 2665551 Fa. SIGN DATE ®/ cA1sr° 19491498 -2600 phone BEFORE YOU DIG moil: mickartz ®ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 HORIZONTAL DATE: APRIL6,2012 RECOMM APPROVED: ENCINITAS COMMUNITY PARK 10630 -G HN FRENKEN II9 2012 ISA RUDLOFF April 9, 2012 RECORD FROM COUNTY OF SAN DIEGO VERTICAL �� LICENSE NO.: G1041fi NORTH BUILDING EXTERIOR ELEVATIONS Y & Z SHEET 3a OF 105 ELEVATION: 215.640 DATUM: NGVD29 MESMIC ARCHITECT EXR: 12131113 DATE DATE A -N4.2 PLANNING CASE NO 04-197 MUP /DRICDP /EIA n U F S LL NQ o �o TP- Q w zz oj0 -.aka F a a 0 r 0 a 'm 0 a n v N o ^ CM 1 All sloped roofs shall be Berridge Deep Deck, 22 go. Steel Panels. This product shall he shipped unfinished from Berridge. Roofing Fabricator shall have these panels and all sheet metal trim piece locally Powder (acted with Tiger Dryac RAL # 8016 "Mohagonibraun" Dark Brown. This Color has an LRV of 7 CM 2 All Exposed Wood Beams, Fascias, Rafters and Trellis shall receive one heavy coot of Olympic "Marathon" Semi Transparent Stain in IF 714 "Dark Tahoe" This Color has an LRV of 18 CM 3 All Plastered walls and aluminum reveals shall receive Dunn Edwards Elostomeric Coating. Color shall be R DE6123 "Trail Dust ". This has and LRV of 40 CM 4 All Storefront frames, Louvers, Exterior Doors, Roll Up Counter Doors, Metal Guardrails and Metal Lif ice shall be Powder Coated, Tiger Drylac, k 6002 Dark Green. This color has on LRV of Il CM 5 Exposed Concrete Block walls, shown shaded on these elevations shall be Angeles Block Co. "Dusty Brown" in Burnished Finish with mortar to match block Exterior Color and Material Notes CM2 1. OSB Roof Sheathing. See Structural drawings for type, nailing, etc. 2. 2 x 6 Resawn STR grade Cedar, T & 0, T groove exposed roof decking at all overhangs and backspon as shown on this plan 3. 3 x 10 Resawn D.F. Ml Sloping Roof Rafters @ 2' -0" o.c. 4. 3 x 6 Resawn D.F. MI Fascia 5. 2x Aaic Joists @ T-O"o.c. These are special cut depths. See sections for detail references. 6. Install 2 x 3 members, laid flat on top of sloping roof joists at all locations that do not have 2 x 6 decking. See sections and details for darif cation. 7. 221/2" x 48" framed openings in floor of upper clerestory aaic for ventilation S. 2 x 6 Wood Framed Walls of Upper Clerestory 9. 2 x 6 D.F. M2 Ceiling Joists at Clerestory @ 24" o.c. 10. 3 x 8 D.EP.T nailer at top of (MU walls. Secure to walls as shown on structural drawings 11. 71/2" R 19 Foil Faced Fiberglass Ban Insulation at Clerestory floor framing 12. 91/2" R 30 Foil Faced Fiberglass Ban Insulation at all Sloped Rafters at Restroom & Elec. Room 13. 5/B" Water Resistant Drywall Ceiling in Smooth, painted finish. CM 14. B x 8 x 16 Precision faced grey colored concrete block units. See structural drawings for additional information. 15. 8 x 12 x 16 Precision faced grey colored concrete block units of lower level. See structural drawings for additional information. 16. 8 x 8 x 16 Burnished, integral color concrete block. See Elev. notes & specifications 17. 12" Thick poured in place concrete floor plan. See Floor and slab plan on sheet A -B 2.3 for finish elevations of slab and finish requirements. See Structural drawings for details, reinforcement, etc, of floor slab. 18. 5 "thick lower level floor slab to be poured after starter courses of walls have been set. See Sheet A -B2.0 for Finish elevations of slab and Erich requirements. See structural drawings for details, reinforcement, etc. 19. Below grade waterproofing. See specifications for additional information. 20. Continuous Sub Drain Pipe surrounded by 12" gravel. See detail as referenced. See Civil drawings for POC of drain line. 21. 6 x 6 Resawn Clear Head Western Red Cedar Trellis members Section and Ele CM 2 CM 3 22. 6 x 12 Resawn Clear Heart Western Red Cedar Trellis Beam 23. Double 3 x 6 Resawn Clear Heart Western Red Cedar Diagonal Braces @ Trellis 24. Custom Color Powder Coated Aluminim Fixed Blade Sightproof louvers on Exterior Walls. Sae details as referenced and specifications for additional information. 25. Hollow Metal Door Jamb and head with tabs into (MU walls. See details as referenced and specifications for additional information. Field Pointed per specifications. 26. Custom Color Powder Cooled Aluminum Storefront windows, field cut and fabricated with 1/2" obscure laminated fixed glass. See details as referenced and specifications for additional information. 27. Custom Color Powder Coaled Aluminum fixed single blade louver at Clereslory. See details as referenced and specifications for additional information. 28. Stainless Steel Custom fabricated mslomer service counter. See details as referenced 29. Custom Color Powder Coaled Steel Custom fabricated Roll up Counter Door. See details as referenced and specifications for additional information. vation Reference Notes ® - - - �-J - - - - - EXISTING Iil1AlH7. 6 o-2 - - -LINE @ 169.5 ----- --- - - - - - - ---- - CM4------- -- Northeast Elevation 1 -1 of Structural IIR CALL. Wald Ci LEE All AR Wald Ff� Irvine w 811 ca. 9450 1 949 450 1088 TWO WORKING DAYS 949 266 5557 F a a BEFORE YOU DIG moil: mickartaalool.com CHANGE NO. DESCRIPTION I APPROVED DATE SAN ELIJO JOINT POWERS SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVO 29 CM4 North Restroom Buildin 31591 Camino Capistrano All San Juanaesigmmma, cam R ■ DESIGN www.RJMaesgngraup.mm I `J`J GROUP 19491493 -2890 rax 19491493 -2600 Phone PUBLIC WORKS SIGN DATE 1 ;2 NO a &1 ;J:7 q 9:1:7 ;111 to] i! U1 q k][11111 ;1 q NT/ Fit U7 D 11019 DATE: P➢ 2012 LICENSE NO.: G1041fi ARCHITECT EXR: 12131113 CM3 30. Custom Color Powder Coated Steel Custom fabricated Roll Up Service Door. See details as referenced and specifications for additional information. 31. Finish Grade Line. See civil engineering drawings by NICE Consultants. 32. Earth Backflll shown hatched 33. Exterior concrete paving. See Landscape drawings by RIM Design Group. 34. Custom fabricated steel arbor trellis& guardrail on walls of planter. Pointed. See details as referenced 35. fusion Color Powder Coated Restraom door & frames. See door schedule and details 36. 7/8" Smooth Steel Trowel Plaster with Elastomeric coating over lath and plaster at exterior walls as shown on Elevations. See Specs 37. 7 /B" Smooth Steel Trowel Plaster with Elastometic coating over lath and plaster at wood framed exterior ceiling as shown on sections. See Specs 38. 11/2" wide Fry Rental Co. Aluminum vertical reveals as shown on exerior elevations. Paint all reveals with some eloslomeric coating as on adjacent plaster walls 39. Leave studs exposed in Clerestory. No insulation. I 40. 8 x 12 x 16 Burnished integral concrete block retaining wall. 41. All Roofing shall be 22 ga. Berridge Deep Deck Pattern. Install over ELK VERSASHIELD Underlaymentfor Class A Rating and over Grace Ice & Water Underlayment for waterproofing. See KC Report on sheet ADA for rating approval 42. Double 2 x 6 studs centered under each roof rafter at Clerestory for rafter support and as hacking for vertical aluminum reveals 43. Model if VFS 6145 Fire Resistant Wall vents at Clerestory shown hatched and dashed (7 per side) www.vulconfechnologies.com 44. Powder (dated Aluminum fixed blade interior louver with insect screen. 45. Eliminate concrete block at location shown with louver on wall above toilets in the Men's and Women's Restraint. Install Airolite Extruded Aluminum Type BVF mill finish louver. Connect louver to exhaust duct transition as shown on referenced detail See interior elevations for additional locations not shown on sections. CM2 -CM4 o-1 CM5 CM2 Equal Equal / Equal Equal M N - T 0 EN CM I I c u FINISHED FLOOR D - -o-1- - N--\�.-\- -------- ---- -0.1- ------- ----- -- - - WN8 @188.55 -- - Front Northwest Elevation 12 of Structural PLANNING AND BUILDING SIGN DATE PARKS AND RECREATION APPROVALS RECOMM APPROVED: HN FRENKEN ISA RUDLOFF II 9 2012 April 9, 2012 DATE DATE ENGINEERING ( ENCINITAS FIRE DEPARTMENT I DATE SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK 10630 -G NORTH BUILDING EXTERIOR ELEVATIONS 1 & 2 A_ N4.3 SHEET 31 OF PLANNING CASE NO 04-197 MUP /DRICDP /EIA i C c v u N a V n m re m , L14a 3ZZ o-0 x aka 7 Gd a ui a 0 N z PLANNING CASE NO O4-197 MUP /DWCDP /EIA N FIT To To LL W F L' yU 6 m NO DID o �o NV U Q w�zo 1. GRAB BARS SHALL: A. Be at the sides of the toilets and shall be at least 42" long with the front end positioned 24" in front of the toilets and the with back end positioned no more than 12" from the rear wall. B. Be at the rear of the toilet and shall be at least 36" long with the inside edge set max 3" from the corner. C. Be securely attached at 33" above measured to the centerline and parallel to the floor. D. The rentedine of the toilet to the well where grab bars are located shall be 1G" (1115B.7.1.2 811156.7.2) E. The grab ban shall he 11/4" to11/2" in diameter with 11/2" clearance to the wall. (11 15B.B.2) 2. WATER CLOSETS Reclaimed Water Use Signage 19 19 A. The height In the toilet seal shall be 17" to 19" above the floor. (UK 1502.0) See Detail #10 /AD-5 B. The force required to activate the flush valve shall be 51ns. maximum. (1117B.6.4, UK 1502.0) C. Flush handle shall he on open side of fush valve 10 Il 3. URINALS A. The farce re quired to activate the0ush valve shall be 516(maximum and located 44" maximum above the floor line. (UK 1503.2) 00000 e00000 4. LAVATORIES A. Lavatories adjacnt tot he a wall shall be mounted a maximum of 18" from the wall to the centerline of the fixtures (UK 15041.1) iQ 20 B. Provide a clear space between lavatories 29" high by 30 " wide by 8" deep at the top and 9" by 30" wide 10 Il by 17" deep as the bottom for the front of the lavatory. (UPC 1504.1) C. The faucet controls and the operationg mechanism (operable with one hand) shall be of the type not requiring an operating force exceeding 5 Ibf or tight grasping, pinching or twisting of the wrist. (UPC 1504.3) D. Self closing valres aretDremain open for at least 10 seconds. (UPC 1504.3) CORNER\ CAN , TICK 5. TOILET ROOM ACCESSORIES DO NOT DRINK A. Operating parts of dispensing and disposal Enforce (towels, waste, coin slots, etc.) shall be within 40" of the DO NOT CONNECT TO - -- DRINKING SYSTEM q float. (11158.4.2) AMAGENIM"T BEFORE I- A,B,C,D 8 E ERFORI WORK OF ° WATER SYSTEM M e• �� 6. ROOM IDENTIFICATION: See details #589 on AD -6 �` All rooms identified her its use shall he mounted adjacent to the latch side of the entry door and conform to the Q foflowing requirements:(1117B.5) �. 2 -A, BBC A. Lea an and numbers on signs shall bunion orrecessed l /31" minimum and shall be sans serif or simple -am serif upperzose chaacters oaomponied by Grade2 Braille �� u B. Raised characters orsymbols shall be of 5/8 inch high `- _� 'E m- (. Pictorial symbol signs (pictograms)shall be oaamponied by the equivalent verbiage description placed directly - - - - - - -- a «° below the Pictogram. The border dimensions of the pidogram shall he a minimum of 6 inches in height. - -m r E ED 7. DRINKING FOUNTAIN ' E A. Provide a space mouth the drinking fountain 27" high by B" deep at the top and 9" high by 17" deep at the bottom from the front of the drinking fountain. (111511.4.61) Tit; B. A lever controlled valve lousily operated) is to be located within 6" of the front of the fountain and within 36" 16 I1 =m H above the floor (1115B.4.6.4) 16 C B. The stream is to he parallel to the front of the fountain (11156.4.6.5) ELECTRIC HAND DRYERS 3 2 A. Electric hand dryers shall be recessed %m lemtorH L- SB Brushed Stainless Steel rose with Excel #40502 Recess Kit. See Interior elevation #2 on AD -7 for height and location 9. ELECTRICAL REQUIREMENTS 14 21 A. 15, 20 and 30 amp receptacle outlets shall be installed not less than 15" above the floor (1117B.6.5.2) B. The center of switches shall be located not more than 48" above the floor (1118B.6.5.1) 10. Precision Concrete Block Wall with tooled joints. See Floor Plans for types and locations of block. See structural drawings by ADS Consulting Engineers for structural requirements. 11. Paint interior face of all interior CMU walls. See Specifications Book 12. Concrete Black walls in Plumbing Chose and Electrical Room to remain Unpainted. 13. 5/8" drywall with smooth finish at ceiling areas shown an these sections and on Reflected Ceiling plans Paint all drywall surfaces as directed in Specifications Book. 14. Fixed G.I. Louvers with insect screens. All exposed faces of louvers to be factory pointed as directed in Specifications Book. 15. Custom fabricated open steel entrance gate of Men's and Women's Restroam. See enlarged elevation and details as referenced. 16. Ceramic file caved base, set into blockout in slab. See referenced detail. IT Toilet paper dispenser. Bobrick #64228 1011 18. Toilet seat cover dispenser. Bobrick #B -0221 40 19. Fixed 1/2" thick laminated Obscure glass set in aluminum storefront. See details as referenced 19 1092 Series Overhead Braced Sierra Series,Solid(olor, Reinforced Composite toilet and L20.Boaidk rinal partitions with Full Height continuous hinge Stainless Steel Hardware 1� Prl rna ry Or Secondary 1 13 E I 1 H 21. Eliminate concrete block at location shown with louver on wall above to in I a e [ r [ a 14 Men's and Women's Retirement. Install Airolite Extruded Aluminum Type BVF mill R o o an 22 finish louver. Conned louver to exhaust dud transition as shown on referenced detail. See building sections for additional locations not shown on interior elevations. 96" 1- A,B,C,D 8 E 22. Soap Dispenser shall be surface mounted Bobrick # B4112 10,11 2 -A,11 8 C - - ? 15 7-7 N Nnee clearance belowthe larelory shall extend a minimum d 30" in width by 17" 3 -A 4 -AB(8D in depth. Tae clearance shall he the some width and shall be minimum of 9" high 16 from the Poor and o minimum of 17" deep from the front of the lavatory Interior Elevation Reference Notes 5 Men's Restroom South and North Restroam Buildings 4 UNDERGROUND SERVICE ALERT a 0 *Imtis as X.111AIN we ARCHITECT • LEER AP SAN ELIJO JOINT POWERS s`1 ' '.'*� `��f' PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. 470 Wald AUTHORITY .yAL Irvine Irvine 31591 Camino Capistrano \, 811 18 949 4501088 p )lls�yea San Juan mimp.cA9267s DESIGN San Juan Cagiistraw, CAA GROUP [949] 493.2690 hx 8 r!19, 2012 SIGN DATE SIGN DATE SIGN DATE GREGS E DATE SIGN DATE TWO WORKING DAYS 949 266 5557 Fax ar clssv °� [9491493 -2600 p7wne BEFORE YOU DIG email: mlckort:Maol.con CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS AN ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 000019 LOCATION: SEE SHEET C-0.7 HORIZONTAL ,a� RECOM ED: APPROVED7� \. ENCINITAS COMMUNITY PARK 10630 -G Al Clrychange CMU partitions toBobl9ck May 17, 2013 C -10416 UCENSPri19C -104 LICENSE # FREN N L RUDLOFF RECORD FROM: COUNTY OF SAN DIEGO VERTICAL / pril 9, 2012 April 9, 2012 MEN'S RESTROOM INTERIOR ELEVATIONS SHEET 32 OF 105 ELEVATION: 215.840 DATUM: NGVD29 J MICKARTZ HITECT EXP.:12137/13 DATE DATE AIE -1 PLANNING CASE NO O4-197 MUP /DWCDP /EIA N FIT To To LL W F L' yU 6 m NO DID o �o NV U Q w�zo Gd Ali NO a w a 0 N z ANY PLANNING CASE NO: 04 -197 MUP /DWCDP /EIA N AT AT Me NEA DAY ANNA W F yU 6 m SO MY NEV U 0 M� Q Au zo>0 —.via I. GRAB BARS SHALL: A. Be at the sides of the toilets and shall be at least 42" long with the front end positioned 24" in front of the toilets and the with back end positioned no more than 12" from the rear wall. B. Be of the rear of the toilet and shall be at least 36" long with the inside edge set max 3" from the corner. C. Be securely attached at 33" above measured to the centerline and parallel to the floor. D. The rentedine of the toilet to the wall where grab bars are located shall be 18" (1115B.71.2 811156.7.2) E. The grab ban shall he 11/4" to11/2" in diameter with 11/2" clearance to the wall. (11 15B.B.2) 2. WATER CLOSETS Reclaimed Water Use Signage A. The height In the toilet seal shall be 17" to 19" above the floor. (UPC 1502.0) See Detail 110/AD-5 B. The force required to activate the flush valve shall be 5 His. maximum. (1117B.6.4, UK 1502.0) C. Flush handle shall he on open side of fush valve 3. URINALS 1011 A. The farce re quired to activote theflush valve shall be 516(maximum and located 44" maximum 19 above the floor line. (UK 1503.2) 4. LAVATORIES Lavatories adjacnt tot he a wall shall be mounted a maximum of 18" from the wall to the centerline of the QA. 1 fixtures (UPC 15041.1) 20 B. Provide a clear space between lavatories 29" high by 30" wide by 8" deep at the top and 9" by 30" wide 10 11 12 by 17" deep as the bottom for the front of the lavatory. (UPC 1504.1) C. The faucet controls and the operationg mechanism (operable with one hand) shall be of the type not requiring an operating force exceeding 5 Ibt or tight grasping, pinching or twisting of the wrist. (UP(1504.3) D. Self closing valves aretDremain open for at least 10 seconds. (UPC 1504.3) 5. TOILET ROOM ACCESSORIES DO NOT DRINK A. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of the TIMING SYSTEM floor. (11158.9.2) CUTICT AIRLINES Wo nn e •"". """•• 6. ROOM IDENTIFICATION: See details #589 on AD -6 All rooms identified bar its use shall be mounted adjacent to the latch side of the entry door and conform to the �R following requirements:(1117B.5) 2 -A,I C 4 A. Leaan and numbers on signs shall beriased primary l /31" minimum and shall be sons serif or simple `o m ' / serif uppercase chowders accompanied by Grade 2 Braille 9 B. Raised characters orsymbols shall be of 5/8 inch high / (. Pictorial symbol signs (pictograms) shall be accompanied by the equivalent verbiogeclescription placed directly g c $ - - - -- - 14 beluwthe pictagmm. The border dimensionsof the pidogrom shall he a minimum of 6 inches in height. _0 ,AA t�E m AN 7. DRINKING FOUNTAIN Tr x A. Provide a space beneth the drinking fountain 27" high by B" deep at the top and 9" high by 17" deep at the E ME a bottom from the front of the drinking fountain. (111511.4.61) 155 SIT c B. A lever controlled valve Jointly operated) is to be located within 6" of the front of the fountain and within 36" 16 16 AD 6 above the floor (1115B.4.6.4) C B. The stream is to he parallel to the front of the fountain (11156.4.6.5) ELECTRIC HAND DRYERS 8 7 6 A. Electric hand dryers shall be recessed % mlemtorH L- SB Brushed Stainless Steel cow with Excel #40502 Recess Kit. See Interior elevation #2 on AD -7 for height and location 21 9. ELECTRICAL REQUIREMENTS _ I4 A. 15, 20 and 30 amp receptacle outlets shall be installed not less than 15" above the floor (1I17B.6.5.2) B. The center of switches shall be located not more than 48" above the floor (1118B.6.5.1) 10. Precision Concrete Block Wall with tooled joints. See Floor Plans for types and locations of block. See structural drawings by ADS Consulting Engineers for structural requirements. 11. Paint interior face of all interior CMU walls. See Specifications Book 12. Concrete Black walls in Plumbing Chose and Electrical Room to remain Unpainted. 13. 5/8" drywall with smooth finish at ceiling areas shown an these sections and on Refleded Ceiling plans Paint all drywall surf aces as directed in Sped cations Boa k. 14. Fixed G.I. Louvers with insect screens. All exposed faces of louvers to be factory pointed as directed in Specifications Book. 11 15. Custom fabricated open steel entrance gate of Men's and Women's Resfroam. See enlarged elevation and details as referenced. EEMENERROMEN 16. Ceramic file caved base, set into blackout in slab. See referenced detail. 1011 AT Toilet paper dispenser. Bobrick #14228 18. Toilet seat cover dispenser. Bobrick #B -0221 19. Fixed 1/2" thick laminated Obscure glass set in aluminum storefront. See details as referenced I9 20. Bobrick 1092 Series Overhead Braced Sierra Series, Solid Color, Reinforced Composite toilet and urinal partitions with Full Height continuous hinge Stainless Steel Hardware 1� 13 P r i Of a r y O r S e c o n d a r y 0-1 E I e c t r i C a 11. Eliminate concrete block al location shown with louver on wall above toilets in t e I4 R D D rn Men's and Women's Restroom. Install Airolite Extruded Aluminum Type BVF mill 12 finish louver. Conned louver to eximast dud transition as shown on referenced fi as" detail. See building sections for additional locations not shown on interior elevations. I- A,B,C,D 8 E 22. Soap Dispenser shall be surface mounted Bobrick # 114112 10, Il SAN, INA — 2-AB 8 C L Y N IIIIIIIIIIIIIIIIIIIIN Knee clearance below the lavatory shall extend aminimum of 30" in width by l7" in depth. Toe clearance shall be the same width and shall be minimum of 9 "higM1 Provide and install Plumberex "White" 16 hem the floor and a minimum of l7" deep from the from of the lavatory Saffey Shields of the 'P" trap, 3 -A 4 -A,B,C 8 D Hot and Cold Water supply lines 10 Women's Restroom SOUL an North Restroom Buildings 9 Interior Elevation Reference Notes UNDERGROUND SERVICE ALERT IN ARCHITECT • LIED AP SAN ELIJO JOINT POWERS s`1 ' '.'*� `��f' PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. 470 Wald AUTHORITY .y Capistrano \, 811 Irvine Co. (0.92618 San Juan San JUendesimmnq CA 92675 DESIGN 6 www.RJMdesigngrwp.com GROUP 949 4501088 )ll1��nm [949] 493.26M fax ril 9, 2012 SIGN DATE SIGN DATE SIGN DATE GREGS E DATE SIGN DATE TWO WORKING DAYS 949 266 5557 Fax or clssv °� [949] 493 -2600 phone BEFORE YOU DIG email: mlckorto49aol.con CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS AS ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 000019 LOCATION: SEE SHEET G0.7 HORIZONTAL ,a� DATE: April 9, 2012 RECOM ED: APPROVED�\YY�� // ENCINITAS COMMUNITY PARK 10630 -G Al CI change CMU partitions to Bobrick City 9 P May 17, 2013 Y LICENSE # C -10416 FREN N L RUDLOFF RECORD FROM: COUNTY OF SAN DIEGO VERTICAL / pnl 9, 2012 April 9, 2012 WOMEN'S RESTROOM INTERIOR ELEVATIONS SHEET 33 OF 105 ELEVATION: 215.640 DATUM: NGVD29 J MICKARTZ HITECT EXP.:12137/13 DATE DATE AIE -2 PLANNING CASE NO: 04 -197 MUP /DWCDP /EIA N AT AT Me NEA DAY ANNA W F yU 6 m SO MY NEV U 0 M� Q Au zo>0 —.via E m 0 a Gd a ui a 0 N z L Fixed Interior Shelves to be fabricated with 3/4" Plywood with 11/2" Front edge stiffener. Shelves and face to be Plastic Laminate adhered to plywood Cabinet Doors to be overlay style with concealed hinges. Doors to be fabricated from 3/4" Plywood with plastic laminate ALL faces and all edges 6" recessed toe kick with plastic J laminate face. Scribe lace to slab and caulk for waterproof seal Section Thru Storage Cabinet Paint all (Ma walls in Concesssion -Area Semi Gloss Enamel Refrigerator /Freezer by others 0 N 12 b" Stainless Steel integral splash Custom fabricated stainless Steel Counter with fixed legs and two Fixed stainless steel shelves Roll up Steel Counter Door 13 Point all CMD rolls in Concesssion Area Semi Gloss Enamel Stainless Steel Triple Sink with Fixed lower shelves and integral 6" wall splash 14 Section Thru Storage Cabinet Concession Area Interior Elevations UNDERGROUND SERVICE ALERT a SAN ELIJO JOINT POWERS "1 a PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t� 4/ ARCHITECT • LIED AP ` v "` •4•� CALL: 470 Wald AUTHORITY `: %.y Irvine 31591 Camino Capistrano CA \, 811 San vRJIvdCapistrano, ugPw 2675 DESIGN r Co. (0.92618 www.RlMdesigngrouD�oom GROUP 949 4501088 �ll N� `� [949]493.26Mfax ri19, 2012 TWO WORKING DAYS 949 266 5557 Fox SIGN DATE er clsxx° [9491493 -2600 phone SIGN DATE SIGN DATE GREGS E DATE SIGN DATE BEFORE YOU DIG email: mlrkorto49ool.ron CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 000019 LOCATION: SEE SHEET C-0.7 RECOM ED: APPROVED HORIZONTAL �� DATE: April 9,2012 &06, z� _ ENCINITAS COMMUNITY PARK C -10416 FREN N L RUDLOFF 10630 -G LICENSE # pril 9, 2012 April 9, 2012 RECORD FROM COUNTY OF SAN DIEGO VERTICAL CONCESSION AREA INTERIOR ELEVATIONS ELEVATION: 215.640 DATUM: NGVD29 J MICKARTZ HITECT EXP.:12131/13 DATE GATE AIE3 SHEET 34 OF 105 W Im f ,h U x U LL N �o U Q w�zo I \____ ----- ------ - -- - - - - - -- \ II / - _(______ - II 6" recessed toe kick with plastic J laminate face. Scribe lace to slab and caulk for waterproof seal Section Thru Storage Cabinet Paint all (Ma walls in Concesssion -Area Semi Gloss Enamel Refrigerator /Freezer by others 0 N 12 b" Stainless Steel integral splash Custom fabricated stainless Steel Counter with fixed legs and two Fixed stainless steel shelves Roll up Steel Counter Door 13 Point all CMD rolls in Concesssion Area Semi Gloss Enamel Stainless Steel Triple Sink with Fixed lower shelves and integral 6" wall splash 14 Section Thru Storage Cabinet Concession Area Interior Elevations UNDERGROUND SERVICE ALERT a SAN ELIJO JOINT POWERS "1 a PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT t� 4/ ARCHITECT • LIED AP ` v "` •4•� CALL: 470 Wald AUTHORITY `: %.y Irvine 31591 Camino Capistrano CA \, 811 San vRJIvdCapistrano, ugPw 2675 DESIGN r Co. (0.92618 www.RlMdesigngrouD�oom GROUP 949 4501088 �ll N� `� [949]493.26Mfax ri19, 2012 TWO WORKING DAYS 949 266 5557 Fox SIGN DATE er clsxx° [9491493 -2600 phone SIGN DATE SIGN DATE GREGS E DATE SIGN DATE BEFORE YOU DIG email: mlrkorto49ool.ron CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL PLANS PREPARED UNDER SUPERVISION OF PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 000019 LOCATION: SEE SHEET C-0.7 RECOM ED: APPROVED HORIZONTAL �� DATE: April 9,2012 &06, z� _ ENCINITAS COMMUNITY PARK C -10416 FREN N L RUDLOFF 10630 -G LICENSE # pril 9, 2012 April 9, 2012 RECORD FROM COUNTY OF SAN DIEGO VERTICAL CONCESSION AREA INTERIOR ELEVATIONS ELEVATION: 215.640 DATUM: NGVD29 J MICKARTZ HITECT EXP.:12131/13 DATE GATE AIE3 SHEET 34 OF 105 W Im f ,h U x U LL N �o U Q w�zo I a 0 0 a N o ^ CM 1 All sloped roofs shall be Berridge Deep Deck, 22 go. Steel Panels. This product shall he shipped unfinished from Berridge. Roofing Fabricator shall have these panels and all sheet metal trim piece locally Powder (acted with Tiger Dryer RAL # 8016 "Mahagonibraun" Dark Brown. This Color has an LRV of 7 CM 2 All Exposed Wood Beams, Fascias, Rafters and Trellis shall receive one heavy 1 ` 7 / 3 Y 1 l Y 1 3 Y � s root of Olympic "Marathon" Semi Transparent Stain in # 714 "Dark Tahoe" This Color has an LRV of 18 CM 3 All Plastered walls and aluminum reveals shall receive Dunn Edwards Elostomeric Coating. Color shall be # DE6123 "Trail Dust ". This has and LRV of 40 CM 4 All Storefront frames, Louvers, Exterior Doors, Roll Up Counter Doors, Metal Guardrails and Metal Laxina shall be Powder Coated, Tiger Dr lac, k 6002 Dark Green. This color has on LRV of Il CM Exposed(oncrete Block walls, shown shaded on these elevations shall be Angeles Block Co. "Dusty Brown" in Burnished Finish with mortar to match block With s uare tooled'oints . This color has and LRV of 18 4 x 4 King Post 1 T7 TS T4 51/2" thick concrete slab with #4 rebars @ 16" ri each way set in mid point o slob. Slope aces R 0 - - - - _ 16)0" , South '� _ Trash No h Enclosure Trash a Enclosure � �P ` CM 1 KEY P LAN Area drain at Trash Enclosure 3' -6" Wild x III Thick See Civil Engineering drawings g concrete f acing shown for elevations and details. .g 7, Sloe slab of trash enclosure dashed. S e sections for p toward drain r Tit relnforcin -- - - -- --- - - - - - - - - - - - - - - - - -- ---- - -! - -- - - - - -- - T I ', A i� _ _ Exterior Color and Material Notes �J = Cal � II *i•'------1------------- '� � , Too T3 w T1. All Roofing shall he 22 ga. Berridge Deep Deck pattern. Install over ELK VERSASHIELD Underlayment for Class 'A' Rating and over Grace Ina & Water Underlaymem for waterproofing. SoIC C Report on Sheet A -0 for Rating approval T2. Metal closure pieces. See details as referenced and specifmtions - :" T3. 15/32" OSB Sheatihing with IOd @ 4" o.c. all edges and 10" o.c. field T4. 3 z 8 Resawn Doug Fir #1 sloping rapers. See Framing Plan for spacing T7 4 T5. 4z 10 Ridgebeam H. 2 x 6 Resawn STK grade Cedar, T & G, 'W groove exposed roof decking with two 16d per rafter T7. 3 x 6 Resawn Doug Fir# l Fascia a -T L0 T13 I T1. T7 T8. HSS 6 x 6 x 1/4 Beam Support post. See referenced details T9. 6x10 6eam overimsh gate opening Fig. 3x 8 D.EP.T. nailer plate secaredto top of CMUwalls with 5/8 "x12 "A.B. @16 ""c. Fir. 8 x 8 x 16 Grey Precision CMU T13. 51/2" thick trash Boor slab to be poured after starter courses of walls have been set. See Grading Plan by WE for finish elevations of slob 114. Painted Steel Custom fabricated Trash Enclosure Gates. See Referenced Details ITS. 7 /8" Exterior Plaster with smooth steel trowel finish and elastomeric coming. See Specifications T16. 1 1/2" wide Fry Aluminum Reveal in Plaster with elostomem coating to match Plaster. 117. Factory pointed aluminum fixed blade louvers 118. Finish Grade Line. See civil engineering drawings by A IEConsultants. T19. Exterior concrete paving. See Landscape drawings by RJM Design Group. �, T21 l L T21 ______________ _� _ ' �. 'i ', CM 3 T4 T12 - = _ - - -- - - - - - -- - - - - _______ ____ _________________ - -- - - - - - - - -- - - - - - ______________________ _______ "' _ ? _ , B3 `� "x 3 L_,_______ ___�-- ________ ________� 6 _ _ '1 ,_ r H$$ 6 x 6 x I/4 H$$ 6 x 6 x 1/4 H$$ 6 x 6 x 1/4 Pa$t with (COQ Post withE(COQ 4 x 4 King post Post withEC(OQ T20. 6" Wide raised poured in place concrete rurb T21. HS56 " %6 "xl /4 gate and beam support posts. See detail for additional inlormmion T22. Site Concrete Curbs. See Drawings by MCI for locations, details, etc T23. Concrete Footing. T24. 2 %4 Studs at gable ends. Leave exposed 11i For haniml radmilk and strodaml notes seARestmom Rin III an Strait Draw may above 5/8" dia. Welded anchors Tb T9 @24" o.c. at post Info (MU walls at gate posts 5/8" dia. Welded anchors @ 24" o.c. at post into CMU walls at gate posts I 5/8" x 12" x 12" T14 � Base Plate with (4) //JJ�� over dia. x ryp A.B. over 3/ steel el postk T22 T 1. @each steel past Left Side Elevation (mirrored) Similar Trash Enclosure References Roof Framing Plan Floor and Foundation Plan Right Side Elevation CM a T15 117 T17 T15 12 T7 Typical 6 T16 Roaf Pith n T4 12 7t T24 Typical 6 T3 Roof Pesch CM 2 0.11 14 - - - - T1 - - - - T3 T7 T16 T4 CM 4 14 CM3 CM3 T12 T6 T' -0 ",' T10 ° T7 T15 T4 T6 T21 Simpson CCOQOR _- m EXISTING GRADE LINE @ 176.00 @ NORTH TRASH each steel post 1/4 T15 TII 21-61 Y 6o EXISTING GRADE LINE __________ @ 197.7' @ SOUTH TRASH T21 — — — — — — — — TOP OF CRATE Eli @ 17: @ SOUTH TRASH T14 @1185.6 @ soeT•x TRA6x -- -- - - - 6 HS56 z 6 x 6 tl 19 = w i i re i � 20 Tll 13 T2 - - - I I 111111 111 11 iti - - - - AD6 11111 — ' - - -- T23 T23 - i i 0 0 0 i T21 Rear Elevation Front Elevation Trash Enclosure Section A -A Section B -B Scale: 3 /8" -111 UNDERGROUND SERVICE ALERT D CALL: Ff w 811 TWO WORKING DAYS BEFORE YOU DIG ARCHITECT LEE AP 470 Wald Irvine Co. 92618 949 450 1088 949 2665551 Fa. mail: mirkartz®ool.com SAN ELIJO JOINT POWERS �s.5t1 ' +, . "xr °' %` = 4' * �a /nn a `� Mml M. ®/ sAS�r° , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY SIGN DATE 31591 Camino Capistrano ,�, San Juan Capistrano, CA 92675 DESIGN wrmv.RJMEesgngroup.mm , ^♦ GROUP 19491498 -2690 fax ' `� 19497498 -2600 phone 'I9 201 SIGN DATE SIGN DATE V: GRE S GATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEET".1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: WRIL9,2012 PARKS AND RECREATION APPROVALS RECOMM APPROVED: CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT COMMUNITY PARK COMMUNITY PARK DRAWING NO. 1a63O-GENCINITAS 10630 -G HN FRENKEN ISA RUDLOFF 119 2012 April 9, 2012 DATE DATE RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD29 VERTICAL G��ENCINITAS LICENSE NO.: G1041fi MESMIC ARCHITECT EXR: 12131/13 TRASH ENCLOSURE PLANS & ELEVATIONS A -T 1.0 SHEET 35 OF 105 PLANNING CASE NO 04-197 MUP /DRICDP/EIA 0 ^ U F ULL K m Q Q �o Q E�O= W == 0�0 -.aka PLANNING CASE NO 04 -197 MUPIDMCDPIEIA w4� m U F ¢ ao Ov LL� W 2z 0 Berridge Deep Deck 22 ga. steel roofing Grace Water and Ice or over one layer of Elk Versashield over BERRIDGE or EQUAL approved equal underloymelH one layer of Grace Water and Ice HT Install Flat 2 x 4 over sloping 3x 10 2 x 6 Resawn STK Cedar OSB Sheathing. See DEEP -DECK PANE L underlayment over OSB Sheathing 2z6N'Dome, Rawwn rafters at areas that are not exposed T B G Decking with T Green Structural Drawings T B G STK Cedar Roof Deckin to the exterior for OSB sheathing to Lap Grace Water and Ice underlayment GABLE (NANNEL 4 "END LAPS FASTENER WITH METAL 2x6'V'Groove, Resawn GABLE CHANNEL CAPS FASTENER WITH METAL run flush gross entire Face over edge and under Dashing WITH CONTINUOUS CAULK AT LAPS BACKED NEOPRENE WASHH 2O "O.E. T &G STK (odor Roof Decking BACKED NEOPRENE WITH CONTINUOUS CAULK AT LAPS _ WASHER 20 "O.C. CONTINUOUS BEAD OF CAULK BERRIDGE or DEEP DECK PANEL CONTINUOUS BEAD OF CAULK BERRIDGE or DEEP -DECK PANEL BERRIDGE or EQUAL - 2 x 6 Resawn STK Cedar OSB Sheathing. See DEEP -DECK PANEL T B G Decking with' V' Groove Strucural Drawings PANEL FASTENER WITH Berridge Deep Deck 22 ga. steel METAL BACKED NEOPRENE WASHER GABLE FLASHING; 4" END LAPS WITH GABLE FLASHING; 4" END LAPS WITH facing over one layer of Elk CONTINUOUS CAULK AT LAPS CONTINUOUS CAULK AT LAPS Versashield over one layer of Grace Water and Ice HT underlayment over OSB Sheathing 24 GA. EDGE FLASHING IN SAME COLOR AS ROOFING PANEL FASTENER WITH TO CONCEAL EDGES OF OSB FASTENERS; 20" FASTENERS; 20" METAL BACKED NEOPRENE and 2 X 6 DECKING FASTENERS; 20" D.C. MAX. D.C. MAK FASTENERS; 20" 0.(. MAX. g.C_ him. WASHER METAL BACKED NEOPRENE -� 24 GA. EDGE FLASHING IN WASHER. 40" O.C. MAX SAME COLOR AS ROOFING Lap Grace Water and Ice TOP LAYER OF UXDERLAYMENTTO BE TOP LAYER OF UNDERLAYMENTTO BE TO CONCEAL EDGES OF OSB underlayment over PARALLEL WITH ROOF SLOPE PARALLEL WITH ROOF SLOPE and 2 16 DECKING edge and under Gashing FASTENER WITH METAL BACKED NEOPRENE 7 R" Exterior Plaster over lath AND Paper / P WASHER. 40" O.C. MAX Backing. See Specificaitons Lap Grace Water and Ice underlayment over edge ge and under flashing 3 x b Resawn D.F. #1 Fascia 3210 Resawn D.F. 01 Hoping Rafters. See Framing Layout for spacing F `\,� F F•FlXISN SIDE I I F - FINISH SIDE F �� F 3 x 6 Resawn D.F. #1 Fascia _ _ 1. SOUD SHEATHING (BY OTHERS) TO BE MINIMUM I/2" PLYWOOD OR EQUIVALENT IN 3 x 10 Resawn D.F. #1 Sloping STRENGTH FOR HOLDING POWER OF FASTENERS. �\h Rafters. See Framing Layout 2. ALL FELT UADERLAYMENT,C AULKING AND FASTENERS ARE IIFMSTO BE FURNISHED RAKE(HANNEL RAKE FLASHING for spacing AND INSTALLED BYTHE ROOFING INSTALLER. RAKE CHANNEL RAKE FLASHING Saw[ut 1/4" wide by 1 "deep cut in stud wall at Typical Low Roof Overhang 5 Rake at Low Roof at (MU Walls 3 Rake at Clerestory Roof j lop of nSm lintered location directly Noshing. Set 10 gouge 1 I/4" x I I /4 "'L' Noshing in sealant over rake flashing. Flashing to match roof Self tapping screw Install Flat 2 x 4 over sloping 3 x 10 Tape Sealant rafters at areas that are not exposed 718" Exterior Plaster over Lath Run Grace Water and Ice Underlayment to the exterior for OSB sheathing to 2 x 6 Resown STK Cedar See Specifications on Wall face under T Flashing run flush across entire face T B G Decking with T Groove Berridge Deep Deck 22 go. steel roofing OSB Sheathing. See BERRIDGE or EQUAL Sawcut 1/4" wide by l" deep cut in wall at location "Sculptured over one layer of Elk Versashield over Structural Drawings DEEPDECK PANEL directly above top of Rake" Noshing, "'L' one layer of Grace Water and Ice HT Set 20 gouge 11/4" x 1 1 /4 flashing in sealant underlayment over OSB Sheathing over rake flashing. Flashing to match roof 2 x 6 Resawn STK Cedar Run Grace Water and Ice Underlayment = T 8 G Decking with T Groove on Wall face under 'U Flashing Self topping screw Tape Sealant BERRIDGE or EQUAL DEEP DECK PANEL R30 Foil Faced Fiberglass Bon 5/8" Water Insulation Resistant Drywall R30 Foil Faced Fiberglass Bon �" Insulation 3 x 8 Nailer. 5/8" Water See Struct. Drawings Resistant Drywall 3x10Resawn D.F. #I Sloping I -7" Rafters. See Framing Layout for spacing Concrete Block Wall 3 x 10 Resawn D.F. #1 Sloping 718" Exterior Plaster over loth secured See Floor Plan and Rafters. See Framing Layout to CMU walls. See Speciflmitens Struct. Drawings for spacing Low Side Roof to (lerestor ] Typical Roof over (MU Walls 6 South Building Shed Roof Low Side 4 South Building Shed Roof High Side 2 UNDERGROUND SERVICE ALERT u , SAN ELIJO JOINT POWERS + °° ' +, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ARCHITECT LEED AP �,,. :s� "`s` a '' f "� , AUTHORITY CALL: o Wald ;' 31591 Camino Capistrano ;, 811 W Irvine Co. 91618 ? a- + San Juandesigmm�o,CA926I5 www.RJMaesgngroup.mm GROtEP C 949 4501083 iVe.:.0 19491493-2690 fax MDESIGN Aril 9, 2012 SIGN DATE SIGN DATE SIGN GATE GREG S DATE SIGN DATE TWO WORKING DAYS 949 2665557 Fax er cA,vsaw 1949149b2600 phone BEFORE YOU DIG email: mickorlz@ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. JM JM JM DESCRIPTION: OCDO19 LOCATION: SEE SHEET G0.1 HoRlzor4rAL PLANS PREPARED UNDER SUPERVISION OF DATE: Apri19.2012 RECO DED' APPROVE ENCINITAS COMMUNITY PARK 10630 -G AdK LICENSE# G70416 JOHN FRIENKIEN : USARUDLOF RECORDFROM: COUNTYOFSANDIEGO VERTICAL April 9. 2012 April 9. 2012 ROOF DETAILS SHEET 36 OF 105 ELEVATION: 215.640 DATUM: NGVD 29 S MICKART CHITECT EXP.: 74/37113 DATE DATE AD - 1 PLANNING CASE NO 04 -197 MUPIDMCDPIEIA w4� m U F ¢ ao Ov LL� W 2z 0 PLANNING CASE NO 04 -197 MUP /DMCDP /EIA m4� •• m U W M ¢ ?o cO I vs WJU_ w3Z = 0 ¢eta Berridge Deep Deck 22 Be. steel 22 Go. Ridge Cover" in some color and (oaring over one layer of Elk finish as roof panels. Versoshield over one layer of 3/4" Wide CMU filler trim piece Grace Water and Ice HT underloymeni 7/8" exterior plaster over metal over OSB Sheathing 718" Exterior Plaster lath mar CMU. See specifications Pointed bled for additonal information See specifications Bader rod 8 sealant Sell Topping Screw Comrele block lintel. See structural drawings Tape Sealant 24 Go. G.I. Drip Flashing �•�oE "'..»,..,",� " "•�•"'� Pointed block See specifications 13/411 x 4" aluminum storefront member in fadory applied pointed finish. See specifications for uddilional information 7/8" stoner plaster over metal 1 /2' laminated C uuse glass u.n.a. lath over CMU. See sped....... I. Jamb Similar (Pelybutyl film sandwiched for additional information Clear silicone caulking between two layers of 1/4" dear glass) Fixed Louver Sill @ Cleresiory Walls 9 Storefront Window Head @ CMU Walls 6 Fixed Lover Jamb @ CMU Walls 5 Gable Ridge Flashing 1 Cont. 3 x 8 Sill Plate 6 x 4 header at wall vent opening (ant. 3 x B Sill Plate Notch out 11/2" at area Notch out 11/21, at area required for wall vent. required for wall vent. 1/2" Laminated Obscure glass at 13 /4"x4" aluminum storefront See Detail 810 on this sheet Double 2x 6To Plates P See Detail 810 on this sheet gg Restroam Obscure Polybutyl film . member in factory applied sandwiched between two layers of painted finish. See specificalieas AD -2 1/4" dear glass) For additional information OSB Sheathing. OSB Sheathing, See Structural Drawings See Structural Drawings i 2" x 5" x 1/4" Horizontal 2 x 6 Sole plate Tube Steel Window g over OSB Sheathing Support member. Clear silicone caulking AD -2 See Detail #11 on ADA for rannedion to CMU 0 6" Airolite or approved equal #K605 fixed 11 blade 16 ga. steel louver and frame. No screen. Field verify size prior to AD -2 fabrication. See Exterior elevations for - - locations . Louvers and frames shall - be factory painted with Kynar 500 - ' three coat system using standard color. Color to be determined by the - — — — — — — — - -- — _ architect. See specifications for -_r_ rL — — — additional information. _- 7 Storefront Window / Louver Horizonial Member @ (MU Walls 7 � -- I I -_ -- -- �ii' -- I-1 - -1.4 ' Fixed Louver Sill @ Clerestory Walls 10 Louver Depth = 5" II Blade Thickness = 0.081 "(2.O6mm) Frame Thickness = 0.081 "(2.O6mm) Blade Angle= 200 Clear silicone caulking I II I II II II I I I I I Pointed black Backer red If sealant See specifications Mortar slaping sill I I I I - = Masonry block opening I I I I I I I ' - dimension. See sections II II I I I 7/8 "exterior plaster over metal I I Boom rad8sealant lack over CMU. See specifications for additional information I (2) 85 Reber cnt.typ. See structural drawings for additional information Fixed Louver Jamb@ Clerestory Walls 11 Fixed Louver Sill @ CMU Walls 8 3d View of Clerestory Vent Opening at South Building 2 UNDERGROUND SERVICE ALERT u , SAN ELIJO JOINT POWERS + °° ' +, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ARCHITECT LEER AP �,,. :��s "c` c f "� , AUTHORITY CALL: n weld ;' 31591 Camino Capistrano ;, 811 W Irvine Co. 91618 ? a- + San Juan Caps6anq CA926]5 DESIGN wuw.RJM2690 GROUP f 949 450 1098 rVSm r fax 19491402690 fax Aril 9, 201 TWO WORKING DAYS 949 264 5557 Fax ar 19a9149b2600 phone SIGN DATE SIGN DATE SIGN DATE REG S DATE SIGN DATE BEFORE YOU DIG email: mickorlz@ool.com uccsa� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN E06v: DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. JIM JIM JIM DESCRIPTION: OCDO19 LOCATION: SEE SHEET G0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: Anri19. 2012 �/ RECOM ED: APPROVED - ENCINITAS COMMUNITY PARK 10630 -G LICENSE# G70416 %G� JOHNF ENKEN W. USARUDLOFF RECORDFROM: COUNTVOFSANDIEGO VERTICAL Aor119. 2012 ADr119.2012 LOUVER d 0 d ROOFING DETAILS SHEET 37 OF 105 ELEVATION: 215.640 DATUM: NGVD 28 S MICKART CHITECT EXP.: 72/37113 DATE DATE AD - 2 PLANNING CASE NO 04 -197 MUP /DMCDP /EIA m4� •• m U W M ¢ ?o cO I vs WJU_ w3Z = 0 ¢eta SLOPE FASTENER 20'0(. I. SOLD SHEATHING (BY OTHERS) TO BE MINIMUM 1/Y PLYWOOD OR EQUIPMENT STRENGTH FOR HOLDING POWER Of FASTENERS. 2. ALL RED UNDERLAYMENT, CAU KING, AND FASTENERS, ARE DAYS TO BE FURNISHED AND INSTALLED BY THE ROOTN6 INSTALLER ATTHE DISaNON Of THE ARCHRECT. I - FINISH SIDE Size Description Galvanized Part No. Stainless Steel Part No. Copper Part No. Field Point all exposed roof vents B C D E Exhaust Fan Roof (op shall he Armenian All 6" din. Pail 4" with Backdrafl Damper 22043 in some color as corrugated roof 22043 COP 4 5.5 1175 1175 6 750 ROOF PIPE PENETRATION OF FLASHING FROM GNMEH(E6WATER W22 046 SS Stainless Steel mmtru lion with damper far 4n IN OM. OR LESS BYO THNI(MEOUIPMEXT BY OTHERS with Backdrafl Damper 22046 the (o0reuian Area FxhouM Fan and R" dio. 22046 COP 6 7.0 13.75 13.75 FASTENERS; He O.CTYr.. 1000 8" P02200 SS forlhelWa Reshaom Exlmust fans © 22048SS RUBBERIZED BOOT FLASHING 8 8.0 1575 NG 10 1V5 10" w11M1 ac draft amper 2 0 1 O GRACE ICE B WATER H 1] i r7r "11 1 50 12" with Backdrafl Damper 22 052 UNDERLAYMENI LK AT LAPS 12 120 ®' 21 75 CONTINUOUS CAULK SET RUBBERIZED BOOT INTO CONTINUOUSAN6IE US BEAD OF CAULK IDGE L DMEN &OIULDATA: �6� ` 6 PIPE PENETRATIO CONTINUOUS BEAD OF CAULK. USE FASTENERS AS SPECIFIED TYPICALALL4 SIDES DECK PANEL Cut avray -' AD8 NOTT08E AT PANEL SIDE LAP BY BOOT MANUFACTURER. Of PEN@A ➢OX GRACE I(EBWATER sha+rs - Compel BERRIDGE DEEP -0ECK PANEL IXSIOEfOAM CLOSURE CAULK FASTENER HEADS ERSTENERWTIN MIT UNDERLAYMENT �ma INSTALL AFTER FLASHING "P' BERRIDGE or EQUAL DEEP -0ECK PANEL BACKED NEOPRENEWASHER ONSIDE FOAM CLOSURE 20 "0.(. INSTALL BEFORE RAMIN6'An a, Lai TOP LAYER OF FELT TO ti - �c �l SOUDSNEAINING BE PANALELWTH ROOF SLOPE FASTENER 20'0(. I. SOLD SHEATHING (BY OTHERS) TO BE MINIMUM 1/Y PLYWOOD OR EQUIPMENT STRENGTH FOR HOLDING POWER Of FASTENERS. 2. ALL RED UNDERLAYMENT, CAU KING, AND FASTENERS, ARE DAYS TO BE FURNISHED AND INSTALLED BY THE ROOTN6 INSTALLER ATTHE DISaNON Of THE ARCHRECT. I - FINISH SIDE Size Description Galvanized Part No. Stainless Steel Part No. Copper Part No. A B C D E F 4" with Backdrafl Damper 22043 22043SS 22043 COP 4 5.5 1175 1175 6 750 6" with Backdrafl Damper 22046 22046SS 22046 COP 6 7.0 13.75 13.75 8 1000 8" with Backdrafl Damper 22048 22048SS 22048 COP 8 8.0 1575 1575 10 1V5 10" w11M1 ac draft amper 2 0 1 O 10 10. 1] i r7r "11 1 50 12" with Backdrafl Damper 22 052 22 052 SS 22 052 COP 12 120 21.75 21 75 16 1] 50 HELD CUT PANEL ALONG UNE CONTINUOUS BEAD OF CAULK I AT All FLASHING UPS g TOP OF PURLIN TAY An " ALL SIZESARE IN INCHES.'PLea GaNani dabetIWn (4'b Wam26Wugs;10'and12'ere Ugwga). CUT PANEL I SMALLER THAN Malaials'Gab"nized Sbtl G90, Capper Type Cal la Stinless Type 301-28 Fniffi SMACNAGAUGEACCORDING TO SIZE. Dmpr'.Auminumsheµ002V O PENETRATION, BACK CUT TABS, V O FOLD TABS UP AROUND 6 PENETRATION, AND CAULK. FELT (UT PANE[ ALONG DOTED UNEAND INSTALL PANEL IXSTALL fL4SHING "A' FIRST ALONG WITH COMA p CLOSURE INSTALL FLASHING UPS. INSTAHFLMHING'N" LAST. ANGIE HASHING THIS FLASHING IS TO BE SLIPPED UNDER THE DEEP -0ECK PANEL AND RED AS SHOWN IM DETAIL DEEP BECK 84 NOTE: IF PIPE IS MADE OF METAL, SIDEB COUNTERnMNING BEFORE THE TO CLOSURE OR FASTENERS ARE INSTALLED. SEE ALSO DAME DEEP -0E(X82AND DEEPCE(K83 IT MUST BE PAINTED TO PREVENT RUST FOR FELTING AND SUBFIMHING. RUN -OFF FROM STAINING PANELS. NOTE: POSITION SQUARE BASED BOOTS IN A DIAMOND ORIENTATION WHERE POSSIBLE TO AID IN DIVERTING WATER. Exhaust Fan Opening Rake Detail ] Exhaust Fan Specification 5 Exhaust Fan Roof Opening 3 Roof Pipe Penetration j BERRIDGE or EQUAL DEEP -DECK PANEL 36" 5 FASTENERS LOCATED AS SHOWN CONTINUOUS COUNTER BASHING SCREW WITH STEEL FASTENERS; 20" D.C. MAR ."'' FASTENERS SPACING AT END LAP DEEP -DECK PANEL COUNIERFLASHING; V END FLASHING FROM INSTALL BEER PANELINSTALLATON. MUNDERAYMENT ECK PANEL -- AND NEOPRENE WASHER MECHANICAL EQUIPMENT BY OTHERS SLIP BASHING UP UNDER FEU WITH (MMITOUS (AULT AT LES AND PANEL OSURE WITH - MIDBOTOM PANEL FASTENERS CONONUOUSAR61E FLASHING (OUNIER HASHING FROM NTINUOUS "� ,A/6• METAL BACKED ME(MNI(MEOUIPMEN( 1 "TAPE SEALER CONTINUOUS NNPRENEWASNER. aPNMABL4MDESOF BY OTHERS ING ANTI FIN STEEL OUTSIDE TO CLOSURE PENURIOON SCREW WITH STEEL WITH TAPE SEALER 6R4CE ICE RWATER TOP AND BOTTOM UNDERIVAUNT SCREW WIIH SIEELAND NEOPRENE WASHER BERRIDGE TOP LAYER OF INDERILAYMENT TOROO GRACE ICE RWATER DEEP DECK PANEL TO BE PERPENDICULAR TO ROOF SLOB UNDERLAYMENT In TAPE SEALER CONTINUOUS PANEL END LAP PAX A FASTEN ERS WAH AMTAI FASTENERS SHIN METAL BACKED NEOPRENE WASHER BMKEDNEOPRENE 36„ 36" WASHER. 201, 0.(. HMI 5 FASTENERS LOCATED AS SHOWN STUD SHEATHING CONTINUOUS ANGIE fiASNIN I 1. SOLID SHEATHING(BYOINERS)TO BEYAINIMUM I/T PLYWOOD OR EQUIVAIERTIN INSIDE FOAM CLOSURE WITH TAPE 72" —I Igo„ STRENGTH FOR HONING POWER Of FASTENERS. I INTERMEDIATE FASTENER SPACING DEEP -DECK PANEL SCREW WITH STEEL 2. ALL FIT UNDERLAYMENI, CAULKING, AND FASTENERS, AN ITEMS TO BE FURNISHED 4? AND NEOPRENE WASHER AND INSTALLED BY THE ROORIS INSTALLER AT THE DISaNON Of THE ARCH Ma. 1. SOLID SHMTHING(BY OTHERS) TO BE MINIMUM I /T' PLYWOOD OR IOU NALENT IN F•FINISH SIDE STRENGTH FOR HON I" 1 94" INGPOWEROFFASTENERS. J . -- SCREW WITH STEEL I.5 p 2. Aft DFELT UNDERIAYPTHE OORN6I,MITIERATTHE,AREITEAISTO BEFARHFEp 1.34" AND NEOPRENE WASHER I AND INSTALLED BY THE ROOAp61NSTAlIERATINf OIS[RETIOX Of 1NEARCNTIEQ OVERVIEW DEEP-DECK PANEL I I "TAPE SEALER CONTINUOUS \� f =FINISH SIDE BERRIDGE or EQUAL SIDE LAP DETAIL ITYPICALI _ DEEP DECK PANEL TCREW WITH STEEL AND NEOPRENE WASHER (OUNIER HASHING HOER ANGIE FLASHING 36" 1 "TAPE SEALER CONTINUOUS 10 FASTENERS LOCATED AS SHOWN ANGIE FLASHING COUNTER FLASHING SIDE f w r M U SIDE LAP DETAIL (TYPICAL) FASTENERS SPACING AT [AVE DEEP DECK PANEL of FASTENERS AT RIB 6" O.C. SCREW WITH STEEL FOR FIRST 5'-0" UP ROOF AND NEOPRENE WASHER U Exhaust Fan Opening Low Side Detail 8 Exhaust Fan Opening High Side Detail 6 Typical Roof Overlap and Fastenin Details 4 Typical Roof Overlap and Fastenin Details 2 <3 UNDERGROUND SERVICE ALERT : I, , SAN ELIJO JOINT POWERS �,,osa x #7 , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ARCHITECT LEED AP :e� " a CALL: 470 Wald AUTHORITY ,�, ® 31591 Camino Capistrano Irvine San Juan design RAp.cx92675 MOR" 811 92618 50 1 a wwwRJM2690faroup.mm e p 949 45011198 deal [949] L9d9 d98- 2690 fax April 9, 2D1 TWO WORKING DAYS 949 266 5557 Fax SIGN DATE er rx,ltav 194914902600 phone SIGN DATE SIGN DATE REG S DATE SIGN DATE BEFORE YOU DIG email: mickorlz@ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DesIGNEO ev: DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. M M M DESCRIPTION: OC D019 PLANS PREPPAAARR`EJD UNDER SUPERVISION OF RECOM ED: APPROVED LOCATION: SEE SHEET G0.1 HORIZONTAL %G' /' �d%z�y��4� ENCINITAS COMMUNITY PARK DATE: April 9, 2012 LICENSE# G70416 JOHNF ENKEN W. USARUDLOFF 10630 -G RECORDFROM: COUNTYOFSANDIEGO VERTICAL ADr119. 2012 ADr119.2012 ELEVATION: 215.640 DATUM: NGVO 28 S MICKART CHITECT EXP.: 12/31113 DATE DATE METAL ROOF DETAILS AD - 3 SHEET 3N OF 105 PLANNING CASE NO 04 -197 MUP /DMCDP /EIA �4i be m a� Zo z— Di �e jud ZZ LO YI a F- See Detail #7 on AD -1 for additional information related to this detail Eliminate 2 x blocking at locations of Eave Vents Berridge Deep Deck 22 ga. steel fooring over one layer of Elk Versashield over one layer of Grote Water and Ice Hi underloyment over OSB Sheathing Model N VFS 6145 Fire Resistant Eave Vents with Stucco Nailing Flanges by Vulcan Technologies. www.vulwntechnologies.wm See Exterior Elevations for Locations r- - — — — — I I I I Airichte or approved equal Ill fixed blade aluminum louver and frame with screen. Field verify size prior to fabrication. See Exterior elevations for locations. Louvers and frames shall be factory pointed N ointed with nor 500 three coot Y system. Color to be determined by the architect. See specifications for additional information. Lower Depth - 4" Blade Thickness re 0.081" (2.06mm) Frame Thickness as 0.081" (2.06mm) Blade Angle as 450 I Typical Interior Wall Louver Head 7 PUInICd block See spechca[I an Woad Framed wall 1 + Fry BPCS -75- 150 aluminum reveal.) Lathing contractor shall set these reveal as shown and dimensioned on [he exterior elevations align reveal with bottom storefront sill. Point reveal to match adjacent plaster wall elastomeric Framer Shall coordinate with Plaster Contractor on the exact location of the vertical reveals and the Framer shall provide three 2 x 6 studs centered on the locations given by the Plastering Contractor Three coat exterior plaster with minimum 1�L ' thickness over metal lath over concrete block wall. Finish coal shall he silica sand mixture in smooth steel troweled finish with elastomeric Sint finish over plaster. See P P specifications for additional information Typical Plaster Vertical Reveal @ Upper Clerestory Walls 4 Keene It I -x Expanded Flange Corner Bead or Niles Building Products If I Standard Wing Corner Bead at all outside horizontal and vertical plaster corners. Note: This detail shall occur at all verliml and horizontal outside plaster corners unless noted otherwise waECOVEwxD ESR -2053 1%REPORT'" lkoh a eaXYanl l„mwr If hale. n M1�ASam,ennNor4 R as 1. kl xa ml. her ee ne finery rs 1Ma upon n auhfxl lJ maseMneM,ln My K es. ICC EwluaUon a loo, IM. _Nledla oc eppeuw / ".ICC qyy sm . , wal, Ilvimrmn mvnnnN4,5mFUl..11minazm DN M 07 THERMFL MD MOMRE PR MT*N malimal a Published n &W lawl lrym I me Its MXm:On0-0.mMp FIT m] UMttM a Wo The nwnu lttlurtv spuNtl nyEln FebuNea , finish I be wauml. l IN ,to Neflay; .na eeaw REMV XOLOER: Elk Vers SMNO^ Un MINIEr m Is Amlleeto use pre, IpxwO FRORMS, INC. � A, men heading Mind �neke or ar arke slesbllen m epe`w0 or mnid WOIIW ORNE. 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Ad May a plants maA nw Tyll 4�aMY,sgwwr'M uq.aw.a csn11N rev M 3"nNWhipYaw .:wwm'xm N A. , uMglm.lw ma wed HIM WT ishaper AT .aamaleNeewna fireglater A 4waYX SAN .: mn'mi.awww WYF�rwmw MF VYW A UiriN ESR Jobs .maFmwgwum In F£N1129 xwwa 5r RwNe Ewr�no Ewa,mr»rw RwFe SYMm aN ES .,ru Y*n w�D.w.mawwk. nMa. IN DANShoalls INSIMIR N..Frrm. D.Fwwmwww raAwa.Typmw mm . e"e, w, TN Sex Rwem paw„ Nm"Steams 5c EWga exelwlYS P.Ns MASS �s"m eno�(.°n'4° v,r.X gywalm SAN p! maAeawwro o-. F,wv.Nwawtw uw She nm grmav WM A Uw.aJ n+"W WNwda intense rm mgvrx A lrFee.1 wop .:a:,p n0e,11wraF.epnx.• 4 yp,Jw wm.yaww �eYtliw"°i. m`ott`o nw.. °' a. Ytway...Mwl c w.mewwd.ee.awe ,amnmFminw TmFwev.wRFq Ymm m.nlw ",mnmwaw o„rwve„w,W I»w.a m.ST f. �.- p.WXmq.MO Daw�mwmw.l.Nkww aayi.NmN..nw.r MIeA V.eNYN B Y.FYJ 4 V e.re, IymAe rm.Rmv..sr C5NIY4EaW, T aFa/Yr Tmpan Vw�W A Treaty m�-0n�,'q"m'W1i cwlw.v..ard e 'wpm TmW.. v..wNW A Centel •ewwa.aRma.•• ,Fmrewmx Tm.,..vmma.l wv�anew DNww. F NY v rnme awl.,wv..wm .Fa, NNIYn REM' xura pN0pN0ID M]WR lane pmaw - wreTVXa.mTN.eFaMmo.wwr.W Tr kl xa ml. her ee ENGINEERING ENCINITAS FIRE DEPARTMENT none Ee..wrymN,q. P..FI P.mw.rAeNw.F.wr lrwpwx.. F llM a..e..I•Erma.,ArNr.. cap M 'rIGN DATE SIGN DATE IN aYMr, SIGN DATE .e pwelrenmi..Nm.NNR . r IYNr puma xwl x MrYNSan WelbaFO.ewI PVW[NnenwhW Anwlw xamxprmm. R. RwFrp R.we ishe Dabp PWnw L». ESE aN.11bpheanlydp as Peters cal cwpwnm Tel irovgYlpOwA Wr.trem srY .pF. RkMQ "IM sqa MxmEq MFw uq.aw.a csn11N e.q.N,romF.,e Nola. P'sh, .:wwm'xm N A. , or HIM WT ishaper Ed M18 fireglater CII No I I Numb, i.xas E.w.,.m has n.. A, ER I rwN Rmmp S„maRp,. was RwM 95 ESR Jobs nxrygm(CarnI am t Tun[v(Iwl xemwna rm raemy In F£N1129 xwwa 5r RwNe Ewr�no ESR. Tsa RwFe SYMm aN ES .,ru Y*n w�D.w.mawwk. nMa. IN DANShoalls INSIMIR pmFrp Spal ANN Efo raAwa.Typmw mm . e"e, w, TN Sex Rwem paw„ Nm"Steams 5c EWga exelwlYS P.Ns MASS �s"m •m"". wa:wR.Fw.�,`mi m° aN� ,.`m'�.wYm.mlmroaool5.rmw »n..f vna,waa Nepal,.,wL Typical Eave Vent Detail 101 Typical Interior Wall Louver Jamb 8 1 Typical Plaster Outside Corner Detail 5 1 Class A Roofing Underloymeni I(( Report ESR 2053 for Elk Versashield 1 Berridge Deep Deck 22 ga. steel fooring over one layer of Elk Versashield over one layer of Grace Water and Ice HT underloyment over OSB Sheathing See Detail #7 on AD -1 for additional information related to this detail 2" x 5" x 1/4" Horizontal Tube Steel Window Support member. Center member in CMU opening 3/8" thick attachment plate x 12" tall by 6" wide, welded to horizontal tube member. Attachment plate to have (2) 5/8 "x6" bolts into expansion shields per plate into predrilled holes in CMU walls Fascia High End Detail 12 Tube Steel Ledge Attachment to CMU Wall 11 Interior Wall Louver Sill UNDERGROUND SERVICE ALERT , D SAN ELIJO JOINT POWERS `xs" ' ., CALL: ancxtrECr LEED AP AUTHORITY °S' O 410 Wald _ 31591 Camino bral CA 'Rip Irvine F. San Juan Capistrano, CA 92675 811 Co. 92618 50 1 V www493 -2690 fax p. om �� �eR �N 949 450 1098 nm 1949] 493-2690 fax TWO WORKING DAYS 949 2665557 Fax SIGN DATE e/ ILL SxYA 19491493-2600 phone BEFORE YOU DIG email: mickorlz@ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Dl DESCRIPTION: OC 0019 P LOCATION: SEE SHEET G0.1 HORIZONTAL RECORDFROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGV029 ) L // Screed Finish Grade Elevation See Landscape Drawings and Grading Plan D Weep Screed Exterior Paving See Landscape Drawings ad Concrete block wall Fry IF KS -75 -150 aluminum reveal. Lmhing co ntmctor shall set these reveal as shown and dimensioned on the exterior elevations align reveal with bottom storefront sill. Point reveal to match adjacent plaster wall elastomeric coat exterior plaster with minimum block wall. Finish coat shall be silica sand mixture in smooth steel troweled finish wil elastomeric paint finish over plaster. See specifications for additional information 9 Plaster Wee Screed at Grade 6 Plaster Weep Screed at Exterior Paving 3 Typical Plaster Vertical Reveal @ CMU Walls ; PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT . c April 201 'rIGN DATE SIGN DATE REG 5 IFS DATE SIGN DATE r: I DRAWN aY: I CHECKED BY. I PARKS AND RECREATION APPROVALS CITY OF ENCINITAS as ENGINEERING SERVICES DEPARTMENT DRAWING NO. DATE: Anil 9.2012 i�' Vic.- s .,l,�cp ENCINITAS COMMUNITY PARK Mall LICENSE# G70416 JOHNFRENKEN : LISARUDLOFffl 10630 -G ADri19. 2012 Apr 19. 2012 ROOF and PLASTER DETAILS EXP.: 12137113 DATE DATE AD - 4 SHEET 39 OF 105 PLANNING CASE NO 04 -197 MUP /DRICDP /EIA m AT Ch ag zAS oa JOT 0e AT aii z0 a 7 -i 1/4" Thick cast aluminum siggns with painted blue be T. attach to wall in location as noted below. Mount with Center of Sign at T -0" A.F.F. - Human fi res and room WOMEN name m vqi de color. ..._. MEN ...... :. ;.:. Raised braille symbols at base Note: These signs shall be laced on the Restroom of sign indicating sex as 9 P Doors the vestibule side of the doors. They named on sign. shall be Vl in aced in the center of each door and the can of these signs shall be T -0" A.F.F. 1/4" Thick cast aluminum signs with painted blue backround attach to wall in location as noted below. Mount with Center of Sign at 5' -0" A.F.F. Human figures and room name °' 9 in white color. WOMEN MEN ..M Raised braille symbols at base •` • -- of Sign indicating sex as named 511 on sign. Note: These signs shall be placed on the wall adjacent to the restoom doors, on the handset side of the door on the vestibule side of the doors. They shall be placed with the centerline of these signs at T- 0 "A.F.F. Tube steel door frame, in the open position 1/4" x 1 3/4" x 13/4" steel plate with 1/4" hole m center. Weld plate to door frame in location as determined in field. Align with new steel wall brackel.Grin l 1/2" radius at all exposed edges Align 1/4" holes for padlock to be used by City Staff. Padlocks to be provided by the Cy of Encinitas 1/4 "x13/4 "x13/4" x P' steel angle with 1/4" hole at tenter. Bolt plate to existing cornet block wall location as determined in field with 1/2" expansion boll. Grind 1/8" radius at all exposed edges NOTE: The Restroom Entrance Doors shall be held open using this detail during all hours that the park is open to the public - 13/4,, (old Rolled Steel Door with 14 go. face frame with Fixed louvers and insect screen on inside face. Door shall be delivered to jobsite primed for Geld pointing All Toilet Stall Doors shall be stainless steel faced solid core door with integral stainless steel fate on all edges q 0.5 , a > - \ ' Restroom Door Signage 9 ACcesihle Restroom Signage on Wall Adjacent to Entry Doors 5 Interior caulk Doors H1 and 2 Door and notes o Elevations and notes on this sheet 7/B" Exterior Plaster a" Concrete block wall. Use Bond beam of opening 24 Go. G.I. Drip Flashing 13/4" x 6 " -16 gouge Stainless Steel door frames at restroom stalls, typ. All Toilet Stall Doors shall he stainless steel faced solid core door with integral stainless steel face on all edges This sign shall be painted baked enamel 0 1/8" steel plate with CAUTION Purple backround. Secure RECYCLED WATER to concrete emovable walls DO NOT DRINK with non removable D O NOT CONNECT stainless steel screws. DRINKING SYSTEM Sign fabricator to determine size to NOTICE accommodate levering on CONTACT BUILDING sign shall be I"hig MANAGEMENT BEFOR sign shall be I" high, PERFORMING WORK ON white, baked enamel THIS WATER SYSTEM silk screened in 0 0 Helvetia Bold lettering See Restroom interior elevations and Floor Plans for locations of this sign) three required for each restroom building) )6 total) Doors #3 15 ADS Scale: 1 1/2" -1'-0" Restraom Door Has Detail 3 p Door #2 Elevation Toilet Stall Door #3 1 NOTE: The Restroom using the Hasp park is open - - e Detail to the public Entrance #3 above Doors during shall be held all hours that open this 3' -0" ated Tube Steel ance door. Perimeter frame to be 13/41, x 13/4" members. Secure Accessible Signage as shown in Detail #9 on this sheet to door frame with threaded studss welded to backside of signs and secured with non removable nut and washer on back side 6 intermediate vertical () and all horizontal members to be from 3/4" tube steel his Nithols.12 "Welded wire Mesh wih.38 "gaps to be welded to interior side of door gate as areas shown cross hatched. Weld 1/4" xl /4" angle iron frame around mesh. tender # K- BXMOR8155 Steel Modise Box welded to doorframe. Box size is 151 /2 "Hx8 "W x13[4 "deep e Flow one HEADING# TYPE MFG. FINISH DESCRIPTION Door Type One - Reshoom Entrance Door /3' -0 "widex7' -2 " high xl3 /4 "thick Hinges Stanley Stainless Heavy duty ball bearing type, slip in butts with wide throw capable of allowing doors to open 120 degrees. Three hinges per door as shown on door types. Use non removable pins Lockset Schloge Stainless Mortise Lockset, per City of Brands Standard Door Type Two- Storage, Electrical Rooms and(oncession Area Doors / 3' -0 " wide x 7'-2 " high xl3 /4 "thick Door SteelcraH Steel, Heavy Duty, 14 ga. face and edges with fixed louver. Insect screen on inside face Hinges Stanley Stainless Heavy duty ball bearin gtype, sli p. in buns. Three hinges per door as shown Lockset Schlo a Stainless Mortise Locksel, per City of Santa Clmite Standards g p ty Door Type Three- Toilet Stall Doors /Pair T -D" x T-O" x13/4" Door Steelcroft or tons Steel Hollow metal with honeycomb care, 14 go. face and edges Hinges Stanley Stainless Heavy duty, ball bearing type, slip in buns Lockset Schrager Stainless T'series, D82PD "Institution Lock" DOOR ACCESSIBILTY NOTES: Latching or locking doors in path of travel shall be operated with a single effort by lever type hardward or push pull activating bars or other hordwred designed to provide passge without requireing the ability to grasp the opening hardware. All door hardware shall be centered between 30 inches from the Boor to o maximum of 44 inches from the Boor. As per CBC Section 1120.A.2.5- Effort to operate doors. Maximum effort to operate doors shall not exceed 8 1/2 pounds (22N) for exterior doors and 5 pounds )2211)for interior Boars, such pull or push effort being applied at right angles to hinged Boars and at the center plane of sliding or fording doors. Compensating devices oroutomatic door operators may he utilized to meet the above standards. When His dean are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not too exceed 15 pounds )66.711) Note for all doors: All exits shall be operable from the inside without the use of a key or special knowledge The specified doors shall he openable from the inside without the use of a key or special knowledge The specified doors shall hove o sign over the door in 1 inch high contrusfing Intrinsical reads: "This door to remain unlocked during business hours" q" q" q�� 4�� q�� ARiestroom - _ ,' t 's _ ,rt` , � _ t � I `� / / Typical Exterior Door Head 13 Reclaimed Water Use Signage 10 Restroom Toilet Stall Door Jamb 6 Doors #1 and 2 Imedor caulk Door ry#: See Elevations and arms on this sheer —\ _ 71e" Exterior Plaster Plaster Ground Doors M3 13/411 x 5" hallow care toilet stall door home, ryp. = m ° m _ _ Typical Exterior Door Jamb 14 11 Restroom Toilet Stall Door Jamb ] Doors R1 and 2 Exterior Door. See door typo PEMKO #158 AV extended aluminum threshold set in mastic -1/2" Maximum Doors 113 Doors d3 13/4 "x6 " - 16 gauge Stainless Steel frames at restroom stalls, typ. EEFFI EEFFI EEFFI EEFFI EEFFI Powder (Doted This Door to 6e the �.:.:•... Ddoor and Frames some color shall as the be Custom Windows Color and Louvers. Exterior Door Threshold at Electrical Rooms & Concession 15 Restroom Toilet Stall Door Jamb 12 Restroom Toilet Stall Door Jamb 8 D o o r #1 E l e v a t i o n Scale: 11 /2 " -1' -0" 4 D o o r & H a r d w a r e S c h e d u l e & Notes 2 UNDERGROUND SERVICE ALERT ® GALL: 811 TWO WORKING DAYS BEFORE YOU DIG u , ARCHITECT IEED AP ue weld Irvine Co. 92618 949 450 1098 949 266 5557 Fax email: mickarizOoo Lcom SAN ELIJO JOINT POWERS �,,. + °° ' +, :v. > °" r "� ;' ? a iymm r err cx,`tax , 31591 Camino Capistrano ;, San Juan Corsicana pWal2675 MDESIGN www RJM2690 fax GROUP 19491402690 fax 1949149b2600 phone PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY Aril 9, 201 SIGN DATE SIGN DATE SIGN DATE REG S DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DesI Bv: DIU BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. JM im IM JIM JM DESCRIPTION: OCDO19 LOCATION: SEE SHEET G0.1 RECORDFROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 HORIZONTAL VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: Apra 9, 2012 �� LICENSE# G70416 SMICKART CHITECT EXP.: 72/37/13 RECOM ED: APPROVED JOHNF ENKEN W. USARUDLOFF AOfll 9. 2012 ADFII 9. 2012 DATE DATE ENCINITAS COMMUNITY PARK DOOR and SIGNAGE DETAILS AD - 5 10630 -G SHEET 40 OF 105 PLANNING CASE NO 04 -197 MUP /DR/CDP /EIA •a m F- U x _ d� �m ¢ ?o O� LL� W 2ZO 0 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA m U ?o Ov LL� WJU` wiz= 0 < °Wm 10' American HVAC Parts IF FLB14x8x8 Stockhead W U wall CAIU trash enclosure walls type to he B x 8 x 16 Gray Precision Perimeter Box. Note: this box is slightly Omit one 8x B x 16 course smaller than (MU of block for ventilation B x 6 tutee steel structural opening. Seal edges steel column. See structural drawings wlih 24 go. S.M. 8 x 8 x 3/8 tube steel column embedded in concrete 36" deep of hose. Align front face of structural tube steel column. O Airolite Model BIT INTERIOR OF TRASH ENCLOSURE 1 Aluminum Brick Vent in tax 4" Tube steel frame. 'I / Mill Finish. Size of vent 131 heavy duty gate hinge, weld Weld all corners and connections 131 heavy duty gale hinge, weld is 15.625 "x775" to TS column and gate frame See gale elevation to TS column and gote frame Metal door slop 1113 "x3/16 "x full height welded to lamb of secondary mess door "ypilca Push up steel counter door hh 16 go. corrugated steel h yplca 16 go. Corrugated 2"x2d x1 /4 "steel angle r filler panel r 2"x2"x1 /4"nef angle steel filler panel 2"xTdfoursdes around four sides of gore ' around four sides of gate of gale around lour sides of gale Note: This Roll Up Door and Frames shall be Custom 1, EXTERIOR OF TRASH ENCLOSURE Color Powder Coated to match the Windows and Louvers. 011 PRIMARY ACCESS DOOR SECONDARY ACCESS DOOR Roll Up Counter Door Head 10 Restroom Vent Detail 7 Trash Enclosure Gate Jamb at (MU Pilaster 6 Trash Enclosure Gate at IT' Astragal 3 Trash Enclosure Gate at (enter Structural Column 1 Stainless steel counter with rolled edges at all outside corners and Stainless steel counter bottom side 0 1/2" plywood 1/4" radius Note: This Roll Up Door and Frames shall be Custom i If Color Powder Coated to match the Windows and Louvers. VIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA n 4 Roll Op door hardware S „ma 3 x 8 Nailer, attach to (MO walls with 5/8” x 12' A.B. with washers ut 16" o.c. .FP.T. Sell 0 lag to B with 4w 3xBwith 8" concrete black wall Xlerator Wall Mounted El ric 3/8" x6" lags Hand Dryer, Model 8 XL-SB at 12" o.c. Brus ex in ass Stee wit Xce Wrap stainless steel 84050 Recessed Kit. Run conduit over block and secure conceal d in CMU wall with S.S. screws Bottom Bar " 4 2' -0 Galvainzed Hand Chain h Roll Up Door Jamb 8 Roll Up Door Head at Storage Room 4 Concrete Block Wall 8" high ceramic cove hose See Specification Book Ceramic Tile Floor Mammy wall per plan See Specifications Book Note: This Roll Up Door and Frames shall be Custom = Color Powder Coated to match the Windows and Louvers. Depress slab edge 1/2" Stainless Steel adjustable (one. Slab at door with eased legs, evenly spaced @ edges. Set exterior finish TO" or concrete flush. Slope max. spacing away From building Ids p Concrete Interior slab ,p .P 'p floor slab Exteri D Slope 1% p,reteporing See landscape drawings. Concession Area Counter and Roll Up Door Jamb 11 Restroom Tile Base Detail 9 Roll Up Door Sill at Storage Room 5 Electric Hand Dryer Elevation 2 UNDERGROUND SERVICE ALERT u , SAN ELIJO JOINT POWERS ' < PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ARCHITECT LEER AP �,,oce `!,N I' e f "� , AUTHORITY CALL: n Wald ;' 31591 Camino Capisaano ;, 811 ® Irvine Co. 91618 ? a San Juan Capistrano, CA 92675 www RJMdesgngroup.mm DESIGN 949 4501098 rVxmhr MOR" 1949 d9 &2690 fax Aril 9, 2D1 TWO WORKING DAYS 949 264 5551 Fax er ucvca� [949] 402600 phone SIGN DATE SIGN DATE SIGN DATE REG S DATE SIGN DATE BEFORE YOU DIG email: mickorlz@ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL IGNED oES BY: DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. JM I JIM I JM DESCRIPTION: OC 0019 LOCATION: SEE SHEET G0.1 HORIZONTAL PLANS PREPPAAARR`EJD UNDER SUPERVISION OF DATE: Apro 9, 2012 RECOM ED: APPROVED �yJdgg4� ENCINITAS COMMUNITY PARK 10630 -G %G' LICENSE# C-10416 JOHNF ENKEN W. USARUDLOFF ��% RECORDFROM: COUNTYOFSANDIEGO VERTICAL /' ADr119. 2012 ADr119.2012 MISC. ARCHITECTURAL DETAILS SHEET 41 OF 105 ELEVATION: 215.640 DATUM:NGVD29 SMICKART CHITECT EXP.: 12/31113 DATE DATE AD - 6 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA m U ?o Ov LL� WJU` wiz= 0 < °Wm =3 a 0 w N o ^ PLANNING CASE NO 04 -197 MUP /DR/CDP /EIA D 0 w m m o r m— ma =oa 3J OE WM �o Qapa 3 x 6 Resawn Clear Head Western POLE BMf PINS AND MIGHT BOLTS Red Cedar Solid Tight Fining Blinking WNRBIE MUIUFAMRa -- - -- - - - - - - - - - - - - - - - - - - ------------------------------- - - - - -- 6x6 Brown Clear Heart Western Red Cedar Trellis Members W3 TIES OR 3" 0 I! /z" ORYPACM I Countersink 1/2" Dia. Finished Grade Line 1'.6" 1iie' 3/4 "Chamfer Type 1 log bolt each GLB 6x8 Resawn Clear iJ - -= Typical Spacing o Trellis Members Brace xz� Heart Western Red �__ u _ Cedar Trellis Beam Bu s Secure 6 x 6 members 3 x 8 Resawn Cedar Clear Heart Ledger to trellis Beam with secured to (MU with 5 /B" x 8" 2' -0" — q 1/2" x 10" lag bolts Lag bobs @ 12" o.c. into Pencilled — into predrilled holes. expansion shields 8 Malleable Washers - Use large Malleable (Two) 3 1/8" x 6" Exterior Grade o Washers Resawn Alaskan Yellow Cedar Diagonal Braces 30" 1/1" thick steel ° - - blind splice plate (213/4" d[a. M.B. Wind Turbine 1iR wall large in - washers on face of GLB a' • i i 311 CUR 11a w V 3/8" thick attachment plate welded to 24 diagonal blind splice plate. Attachment D plate to have (2) 5/8" x 6" bolts into ° Con to F no expansion shields per plate into w - predrilled holes in CAN walls D Section thru Blind Splice Bracket Enlarged Trellis Elevation 4 Enlarged Trellis Section 1 D 1/2" thick steel () 3/4" 8" concrete block wall with Mage m Ilea6le 6 B Resawn D.F. Ml washers on I ce of GLB x s trellis Beam ysplimplate 7/8" Exterior Plaster D - - - - - -- 2.0kW Vertical Axis Wind Turbine #S322 - - - - by Helix Wind Corp. 877 246 4354 1g" 1/2" m Manufacturer to supply turbine, pole, base plate D 470mm 12.7mm (RAIN PANEL) 2 -_ - - -- Q__ - - -- ____ _ _1 _ ----- and all electrical conveners, switches, etc - D - - 12 -I 4 ' 4 I S, - 2'-0^ See electrical drawings for additional information - - - 324mm 2 1 2" 1 -1/4 "TRAP )B 8" MOUNTING BOLTS V 3/8" thick attachment plate welded (SUPPLIED) to blind splice plate. Attachment D I -I /8" plate to have (2) 5/8" x 6" bolts into 29mm expansion shields per plate into NOR: D SUPPLY predrilled holes in CMU walls DalcNlseANDONNffOUOMNC — —� — — }r — — Enlarged Trellis Section 5 Enlarged Trellis Elevation 2 RamONSAT BOTTOM OfTURNEE: D - - 29mm � 6" 151mm —� Poured in place concrete slab 8 "CMU ___ __ VfRN[M•OJS ON - - - - *qg.5 q" •353/8" See Structural Drawings y�� SHER -1.0 TIES D 1029m m BENDING INIMfq -5.75 RANT 00 SPOU ODIUM *29 SUPPLY -5/8" Note: The details for the wind turbines are for *34-1/2" V 752mm 36112" ° ° ° ° Poured in place concrete slab 876mm SUPPLY 927mm ° ° ° ° See Structural Drawings reference only. These wind turbines, footings, OSRO U OUTL SUPPLYSTOPAND WASTE electrical connecition, etc. SHALL BE provided in D 3/8" o.D SUPPLY (BY OTHERS) 303/4" the bid for this project. The permits for these wind MoabnaG PLATE 781mm tubines SHALL NOT BE art of the permits for this p p '27" (OPTIONAL) WAS 686mm Water Supply or Waste Drain project and shall be submitted separately by the wind turbine manufacturer for ALL components WALL FACE Line. See Plumbing Drawings 5 I/2^ x 3 5 /8" steel Stud 5p, all with these turbines, including, but not Furring @ 16" o.c. Secure limited t0 the footings. FLOOR LINE with shot pins to floor slab IA. 5/8" Drywall with smooth ,. _ ' . ,..., -... . , ' - , '... ..: . ' ' finish all faces Wind Turbine Top Elevation 101 Wind Turbine Footing 9 Drinking Fountain Accessibility Requirements 7 Drain Line & Water Line Box Out 6 1 Upper Level Slab Edge 3 UNDERGROUND SERVICEALERT CALL: , , ARCHITECT LEEDAP 470 Wald SAN ELIJO JOINT POWERS a`s« , ° ®. f ��`�� �`�`' , yy PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY D - c 31591 Camino Capistrano \I Irvine Irvine 811 18 949 4501088 ♦ w/n �� r °°• °la "° San Juan wan Juan Capistrano, CA 9267fi MGROUP gngroup.com GROUP [949] 493- 2690(ax 6 JJ �� --''�� za o April 9,2012 SIGN DATE SIGN DATE SIGN DATE GRE S DS DATE SIGN DATE TWO WORKING DAYS 949 266 5557 Foe a� o7 cs1�x 94B 493 -2600 hone I I V BEFORE YOU DIG email: micka Uz Dool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF DATE: Apn19,2012 RECOMM APPROVED: ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL LICENSE# C -10416 I RENKEW 0SA RUDLOFF April 9, 2012 April 9, 2012 WIND TURBINE & MISC. DETAILS SHEET 42 OF 105 ELEVATION: 215.640 DATUM: NGVD29 JAXXMICKARTZ tyHITECT EXP.: 12/31113 DATE DATE AD - 7 PLANNING CASE NO 04 -197 MUP /DR/CDP /EIA D 0 w m m o r m— ma =oa 3J OE WM �o Qapa 0 w a N N Q2 X05 K m O � PLANNING CASE NO 0 -l9] MUP /DWCDPIEIA a 0 w N o ^ PLANNING CASE NO: 04 -197 MUP /DRICDP /EIA U F I LL N m° UUQm MW �o Qapa Top rail to be 2" x 4 "x 3/16" continuous member, typical. N > 2" x 2" Tube Steel Horizontal Members N `v 2" x T' Vertical Members N ° CMU Retaining Walls to be Angeles Burnished "Dusty Brown" block t° to [oncre'a with squore tooled lointswith Morlarlomutch CALL v r9 (MU Retaining Walls to be Plaza Paving Angeles Burnished "Dusty Brown" concrete block with square tooled - ° See Landscape Drawings and joints with Mortar to match (M N Civil Plans v N O O N y 3/11 thick x B" square attachment plate welded to 2" x 2" x 2" tube steel spacers. Attachment plate to have (2) 5/8" x 6" bolts into expansion shields per late into peradailled hales in (MU walls All guar member tube Stan welded rail arbor horizontal shall FIT' x 2" x 3/16" I, all connections N Q N - - 3 /8" [hick It 8" square anachment plate welded to - 0 - shown on detc a shown an details # 2 and 4 on AD -I have (2) 5 /B" x 6" bolts into elcipainsion plate into predrilled hales shiels per in CMU walls (V 2" x 2" x 1/4 "Vertical Tube Steel posts. o N O tV 4 N iIdIng Enlarge UNDERGROUND SERVICEALERT D CALL: 811 TWO WORKING DAYS BEFORE YOU DIG a h, ARCHITECT LEED AP 470 Wald IFvi na 18 Ca,9 919 459 hoes 949 266 $557 Fox email: mi(La hhzaaol.com SAN ELIJO JOINT POWERS �txs`a x s, °.`�x �',� � - ♦ hva �� r °°° °la "° e� or casxt , 31ss1cammocapimmno yI San Juan San Juandeogrianup.com 676 DESIGN gngroup cam GROUP [949] 493-2690 tax 94B 493 -2600 hone I I V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY a QJ� ^�� cx>%e -J April 9, 2012 SIGN DATE SIGN DATE SIGN DATE GRE S DS DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD29 HORIZONTAL VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: A019,2012 LICENSE# C -10416 JAXX MICKARTZ &HITECT EXP.: 12/31113 PARKS AND RECREATION APPROVALS MM RECO APPROVED: J RENKE L RUDLOFF April 9, 2012 April 9, 2012 DATE DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ENCINITAS COMMUNITY PARK GUARDRAIL& LATTICE ELEVATION AD - 9 DRAWING NO. 10630 -G SHEET 44 OF 105 PLANNING CASE NO: 04 -197 MUP /DRICDP /EIA U F I LL N m° UUQm MW �o Qapa a 0 w N o ^ PLANNING CASE NO C4 -197 MUP /DR/CDP /EIA I U F 2 LL C Q N m° =oO 3J OE W3ZZ �O Qapa CMD Retaining Walls to be Angeles Burnished "Dusty Brown" concrete block with square tooled joints with Mortar to match OR _ _ _ ____ J J (ore Drill 4" a. Hole, 18" Deep in Center of CMD IF Ill. Set guardrail erlical member in Non Shrink Grout a color to match CMU Its. Strike grout level with CMU Cap Pilaster shown dashed See drawings by RJM Design Group for details South Restroam Building Enlarged Guardrail Elevation for the Southern Plaza 2' -10" 2' -8" 2' -10" 2' -10" r 2' -10" I I I I I Com Drill 4" Dia. Hale, 18" Deep in Center of CMU wall. Set guardrail vertical member in Non Shrink Grout in color South Restroam Building Enlarged Guardrail plan for the Southern Plaza to match (AID walls. Strike grout level with CMD(ap UNDERGROUND SERVICE ALERT D CALL: 811 O TWO WORKING DAYS BEFORE YOU DIG u , ARCHITECT TEED DP 470Wala Co. 92618 949 4501588 949 266 5551 Foa email: mickartz@ool.com SAN ELIJO JOINT POWERS a "« , ° ®. f : sa •' ` �� - aV ryar .. r °°° °la "° a� ar r61sa , 31ss1cammocapiMano y, San Juan Capistrano, CA 926' DESIGN www.RJMaesi gngroup.com GROUP 19491493 -2590 (ax RJ 94B 493 -2600 hone I I V PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY d JJ p� --''�� za�PJ April 9, 20E ` SIGN DATE SIGN DATE SIGN DATE GRE S DS DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD29 HORIZONTAL VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: 11019,2012 LICENSE# C -10416 J MICKARTZ HITECT EXP.: 12131/13 PARKS AND RECREATION APPROVALS RECOMM APPROVED: Ir/FRENKE9 CMA RUDLOFF April 9, 2012 April 9, 2012 DATE DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ENCINITAS COMMUNITY PARK STAIRWAY GUARDRAIL ELEVATION AD - 10 DRAWING NO. 10630 -G HEET as OF 105 PLANNING CASE NO C4 -197 MUP /DR/CDP /EIA I U F 2 LL C Q N m° =oO 3J OE W3ZZ �O Qapa =3 a 0 w N i o ^ Edge Nailing Edge Nailing, Typ. H 256 ➢each 5-0 All signs shown on this elevation detail shall apply to both the South and North Restroom Buildings. Rafter, Type . All letters shall he I "thick, hallow back, cast aluminum letters in Future Compa to Bold typestyle. 16d @ 6" o.c 4 x 10 Ridge Beam All lettering shall he Dark Brown Anodized secured from the back side of alumimun plate with Bush screws as determined by the sign vendor. Simpson R E S T R O O M S Surface plate shall be l /8 " thick aluminum in clear anodized finish. ®each block AN lettering shall he 6" tall These signs shall he provided and installed by the general contractor as a part of the hid 1/4" x 4 " SDS Screws Simpson HGA10 @ each rafter at 6" o.c. Simpson [PC 1 4 x 4 King Post (2) B 5 tabor A34 Typ. L J A3 J Secure the aluminum back plate thru exterior plaster with non removable stainless steel screws as shown M E "� O M "E N AIR 1 confinous m top m m 4x6Header set into expansion shields set into predrilled holes monaural block wall with min. 3" embedment. Paint inside faces of concrete block with ` I I two coats semi gloss point over block sealer See exterior elevations for locations Color to match exterior plaster 310„ 3' -0" I 2, -0. 5 /8 "xl1 "AR B x B x l6 concrete block wall with ,� (2)1x4King fD 16 "oc BS bars of Z4 "o.c. horizontally Studs each side Rest room Building Identification S i g n a g e 1 1 1 salidgraatalltell5. NS hors at 24 "air. vertically ae OSB Roof Sheathing 1/4 "x4 "SDS Edge Nailing, Typ. Screws @6 "a.c. 21/2" at each face. Solid grout all cells. r Edge Nailing, Type 21/2" 2 x 6 Resume SIX V' Into 3 x rafter Groove Cedar Decking 21-61' I 1 3 x 6 Resume 5/B "212 "x12 "ease HSS6 x 6 2 1 4 / 16d Cit 4" D.F.Yl fascia TOOLED BEAD OF CETSEAL Plate with (4) 3/4" x 12" ` 1 A.B. over 3 /4 "drypack 3x8 DFPi Nailer 15/ 32" ° o ° ELEVATION PER ' I I 1/2 "Typ 1/4 Type Type L lad 6R D ° p PROJECT DESIGN 4" ac. Edges •.; and 10" ac v — ° b ° � � D Field — ° --3illlkemwn ° o TERMINATION BAR ° FINISHED GRADE ? - -- - -- D.F.YI Rafters_ ° ° FASTENED 12"(300mm) D ___ — — — — - - -- ° - -ryp _ - - __ ---- @29 "oc. ° o SEE PLAN MAXIMUM ON CENTER --- ad 14" ol c I I • •� Edge Nailing D 5/8" x IT' A.B. 16" o.c. trip. 1 1 _ _ _ _ _a_ _ - -_ _ _ — 4- _ _ Trash Enclosure Gable End Detail (seen from the interior) 5 Trash Enclosure Gable Wall Detail 3 GF LE- ADHERING • FLASHING MEMBRANE c' I M -2000 LIQUID FLASHING 3' -6" x P 6" Continuous Footing 90 MILS x 3" (75mm) WIDE Lw See detail #7 on this sheet for 'MIN typical reinforcement TERM BAR FASTENED 12" lUU a) FASTEN 12" (300mm) Base Plate Detail @ Trash Enslosure 6 I I (300mm) ON (ENTER MAXIMUM ON (ENTER 11 U X p 4= N4 S11 Dowels to match venicolwall 2" THICK STYRENE PROTECTION BOARD R ®24 ocTRB E 1 1, 11 reinforcement and spacing 6 "x6 "inte red concrete curb SWELLTITE Jr We II with oneR49eborreinforcement MEMBRANE $ ► 51/2 "concrete slob with ALL MORTAR JOINTS SWELLTITE 1 e° n B4 tabor @ 16" a c. each - TROWELED FLUSH AOUADRAIN 15X 11 I° way, set in center of slab WITH FACE OF BLOCK li • ,I - 12" X 12 CONTINUOUS °— — — _° —' ` — — — - — • VOL[LAY MASONRY BLOCK WALL BAND OF GRAVEL AROUND ° SEAMTAPE 6" DIAL PERFORATED ABS DRAIN PIPE. SEE FASTEN A MIN 24" SHEET AS-2.0 FOR LAYOUT ° - -o -- — °1 - -l0 ---- - -, ° -y (600mm) ON CENTER •° GRIND OUTER EDGE OF ALL CONCRETE FOOTINGS FOR 1 SMOOTH WATERPROOFING D ° OVERLAP °j ° D ° ( ° z OVERLAP ALL SEAMS FOOTINGS °•-------- - - -- � -°- - - - AMIN.2 "(50mm) ° ° ° EXTEND MEMBRANE 6" 3/4" (lBmm) BENTOSEAL GRIND OUTER EDGE OF ALL CONCRETE FOOTINGS (150mm) MIN. OVER FOOTING OR M -2000 CANT FOR SMOOTH WATERPROOFING OVERLAP Trash Enclosure Typical Wall Section 7 Below Grade Waterproofing 3d Detail 4 Below Grade Waterproofing Section 2 UNDERGROUND SERVICEALERT u 111 ARCHITECT LEED AP SAN ELIJO JOINT POWERS a4'« , ° ®., ��"� '�,`•� , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT AUTHORITY CALL: 470 Wald D , = a Cana, y, 811 9 (0.92618 Ca �- ♦ San Capistrano, C San Juan Capistrano, CA 92fi' DESIGN GROUP t 949 4501086 Nn w.rx.RJMtlesi gngroup.c"m [949] 493 -2690W JJ �� --�'� zz>;PJ April 9, 2012 TWO WORKING DAYS 949 266 5557 Foe �� ' °°° °la "° e� er [xc�t 94B 493 -2600 hone I I a SIGN DATE SIGN DATE SIGN DATE GRE S DS DATE SIGN DATE BEFORE YOU DIG email: mickartz@ool.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION: OC 0019 LOCATION: SEE SHEET C-0.1 HORIZONTAL DATE: Apnl9, 2(112 RECOMM APPROVED: ENCINITAS COMMUNITY PARK 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL LICENSE# C -10416 I RENKEW DScA RUDLOFF April 9, 2012 April 9, 2012 TRASH ENCLOSURE DETAILS SHEET =0F1 ELEVATION: 215.640 DATUM: NGVD29 JAXYZMICKARTZ di EXP.: 12/31113 DATE DATE AD - 11 PLANNING CASE NO C4 -197 MUP /DR/CDP /EIA w m JxC U N m° U ��U` OE w3Z= �o Qapa F- L B RUNNER oLazm At K TILE PANEL IS INSTALLED 11 LATERAL SUPPORT BRACE AT 12' -0" OC EACH WAY N DC PS OR TYP •W RIMINI F* is m ag Z' Wo Oa �e Law z0 U_ a 7 J 6' -0" MAX 12' -0" OC EACH WAY ATTACH T -BAR SYSTEM LATERAL SUPPORT POINT TO LATERAL SUPPORT POINT TO NEW LIGHTGAGE JOISTS IN ACCORDANCE W/ UBC WITHIN 6' -0" OF EACH WALL STANDARD MIST B" MAX /BTOLT HORIZONTAL ACOUSTIC TILE ATENDS OMPRE SSION STRUT RESTRAINT P AND BOTTOM WIRES D CEILING NOTES p CROSS RUNNER aCOUSTICALTILE FACE OF WALL MAIN RUNNER A 1. ALL HANGER WIRE SHALL BE #12 GAILY WIRE OR DEMISING OR CODE- APPROVED EQUAL PARTITION 2'X 2'ACOUSTI(AL TILE 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY IN METAL SUSPENSION T1 LEVELED AND BE SPACED IN ACCORDANCE WITH C GRID SYSTEM. INSTALL MANUFACTURERS SPECS PER UBC STD #25-2 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES Suspended Ceilings: THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES Where ceiling is not supported by interior partitions, ceiling bracing shall be provided by four No 12 gauge wires secured to the main runner Within 2" of the cross 4. AT LIGHT FIXTURES PROVIDE #12 SAW WIRE runner intersection and splayed 90 degrees for each other at an angle not exceeding 45 degrees from the plane of the ceiling. AT DIAGONAL OPPOSED 5. SEE ELECTRICAL DRAWINGS AND REFLECTED A strut ladquate to resisit the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the CEILING PLANS FOR LOCATION AND DIRECTIONS roof or floor above. OF LIGHT FIXTURES These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. Suspended 'T' Bar Ceiling Details 1 UNDERGROUND SERVICE ALERT u , SAN ELIJO JOINT POWERS °° ' +, PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ARCHITECT LEED AP AUTHORITY �,,.+ :s� "`c` c '' `�0 , CALL: 9 Wald ;' 31591 Camino Capistrano ;, 811 ® Irvine Co. 91618 a ? San Juan CsiIjngno,.c*m 5 wwRJMaesgngroup.mm DESIGN e�F 949 4501098 iVe.:.0 19491402690 fax j April 201 TWO WORKING DAYS 949 266 5551 Fax SIGN DATE er 1949) 49b2600 phone SIGN DATE SIGN DATE REG 5 DATE Q SIGN DATE BEFORE YOU DIG email: mickorlz@ool.com uLCta� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL oeslGNEO Bv: oluwN BY: cHECKEO BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. M M M DESCRIPTION: OCDO19 PLANS PREPARED UNDER SUPERVISION OF RECOM ED: APPROVED LOCATION: SEE SHEET G0.1 HORIZONTAL DATE: Amid 9, 2012 ENCINITAS COMMUNITY PARK 10630 -G LICENSE# G70416 JOHNF ENKEN W. USARUDLOFF RECORDFROM: COUNTYOFSANDIEGO VERTICAL ADr119. 2012 ADr119.2012 SUSPENDED CEILING DETAILS ELEVATION: 215.640 DATUM: NGVO 28 S MICKART CHITECT EXP.: 1MV13 DATE DATE AD - 12 SHEET 47 OF 105 PLANNING CASE NO: 04 -197 MUP /DMCDP /EIA •W RIMINI F* is m ag Z' Wo Oa �e Law z0 U_ a 7 J 0 8 a f a 0 O n E m 0 a M lit D C'1w z r INSPECTION AND OGSERVATM PROSRN'Ir o l NO, I. This inspection and observation program applies only to the structural drawings and specifications, The Contractor shall coordinate In a timaly matter mapacuon and observation or to project, 2. The Building Official shag inspect the project In accordance with that building Permit and the provisions of the Building Code, 3. The bolls Engineer shell Inspect and document In accordance with to Bo116 Report, lire following This Itemization Is not Intended to supersede any requires or th¢ Sole Engineer or the Building Official but 15 Intended to be supplementary thereto, Individual or rim to Duties of Building Portion of work requiring Ina action: Cast form Ins acUOn: Inspector: I. Any excavations and the guiding Inspector Shall be In accordance pe� I. All structural aspects. designated by the with the bulldmg code of the building ad. Bullain Official Division 3 3. The bolls Engineer shell Inspect and document In accordance with to Bo116 Report, lire following This Itemization Is not Intended to supersede any requires or th¢ Sole Engineer or the Building Official but 15 Intended to be supplementary thereto, 4. A Specie[ Inspector (Reg(stered Deputy Inspector) shall provide Continuous Inspection or {Ye following portions of the work Portion of work requiring continuous Individual a flan to Duties of Solls Portion of work requiring Ina action: parrom inspection: En ml I. Any excavations and the IrdlVidual or firm Shall be In accordance Placement or fill for construction declgnatad by the with the $oils report. of the building ad. boll$ Engine« Division 3 2, Beck FIT or utility trenches. individual Or firm Shell be In accordance awl W- a deslenataal by the with the soils report. 2. Placement or masonry reinforcing Soli, En Inner Shall be In accordance 3, Footing excavations Individual or Firm Shall be In accordance Concrete reinforcing steel designated by to with the $0116 report. welding Soils Engineer Division 3 4. Drilled pile holes individual or Firm Shall be In accordance SP WEPT designated by Tom with the soils report. 1. No alternate methods of construction or subetitutione dull be allowed without soil$ En mater god box race mall$ may be tired) S. Placement or sub -dram pipe or IMIvIdtal or Firm Small be In accordance weep toles, designated by to with the $0116 report. 12 bolls Engineer Division 4 6. Placement of gravel and Imomduel or nrm Shall be In accordance back -fll Formed retamme walla, de senatad by the with the soils report. written approval of the Owner and Structural Engineer Sol[$ Engineer panel W/ IOd common 4. A Specie[ Inspector (Reg(stered Deputy Inspector) shall provide Continuous Inspection or {Ye following portions of the work Portion of work requiring continuous Individual a firm to Duties or Special Inspection; perform InOperation Ins ctor: I. Test sampling and placement of A al lead Person shall OF In accordance concrete. ant shall have with specifications In (3) Sol common or Ibd sinker or short, demonstrated Division 3 sompetence to tin bolts at awl W- a atisfaction or to face pall. 2. Placement or masonry reinforcing Bulldog OfflCial Shall be In accordance 2. Structural steel weldlrg and A qualified person Shall be In accordance Concrete reinforcing steel wits; shall have with specifications In welding demonstrated Division 3 competence to to (4) ad common or Ibd elrkar or shirt SP WEPT satisfaction of tM The undersigned has reviewed tees drawings and finds than In general conformance 1. No alternate methods of construction or subetitutione dull be allowed without BuTicTing Official god box race mall$ may be tired) 3. Teatime sampling and masonry A guallrla l person Shell be In accordance block placement end grouting whit shall have with epeclfloatione In 12 demonstrated Division 4 3X compares o to t 3X Simpson allefactlon of the with t» Intentions of the geoteonnloal recommendations. Beal 15 not an Indication of written approval of the Owner and Structural Engineer Building Official panel W/ IOd common 5. A 6pectal Inspector (Registered Deputy Impactor) shall provide periodic Inspection of hne following portion of thew k: Portion of work requiring periodic Inspection: Individual or firm to perform Inv action: Duties of Spacial Inspector: I. or coforcin A qualified eon Sall be In accordance conventional conventional steal, who ,hall have with rpadbcalia, In and Inserts anchor bon, and Inserts. demonstrated Division 3 (3) Sol common or Ibd sinker or short, ompofter eum t o to satisfaction or thin bolts at awl W- a Bundmg orrlaal face pall. 2. Placement or masonry reinforcing A gualroc person Shall be In accordance steel, anchor bolts and Ile «tc who shall have with specrticatiom, In efsee. or demonstrated Division 4 4, sompalacs to the (3) 16d simmer or arc rl Pace nail or atisfaction or the (4) ad common or Ibd elrkar or shirt SP WEPT Building Official The undersigned has reviewed tees drawings and finds than In general conformance 6. A Structural Observer, being either the Structural Engineer-of -Record Or his desigmae, shall Provide Periodic structural Observation of the work. The Owns of the project ,hall be responsible For retaining and ralmburalne the Structural observer. Upon the Contractor's completion of each or to listed stages of the work and upon completion or any adjustments to W work occdelonad by the Structural Observer's value, to Contractor ,hell call For the Structural Observer to visit tea project. Visits are made 6o that the 6tructural Observer may make a determination ate to If the structure Is In ggam ral conformance with the Intent of the construction documame. obearvatla ehal 60 In accordance with specification section 01440. I Fria to foundation P ow. 2 Upon completion of wall reinforcing and hardware placement, berors placing or concrete or grout, 4 Upon completion of Framing and p for to application of ImulauoP drywall, exterior collateral materials or roof ME; F11 11 Elam el of the work to be observed include but are not mecssearuy limited t excavatlon configuration, reinforcement, and hardware. Elements of Ins work W be observed Include but are not n scaraerlly limited t mat «late of construction, restorers, hardware. details of comtrvclion and are not nece sarlay lamtac construction, faelenrs, stalls or clanetructlon and elements of the work to be observed Include but are not nacessarlly limited materials of construction, restorers, hardware, details or Construction and 5 upon completion of any adjustment, I Elements of this work W be observed to the work occasioned by tM Include but are not necessarily limited to: Structural Obeerverb vlene. lesues pravlouely addressed by the Structural Observer In his prior visits. 1. The Contractor shall coordinate, In a timaly matter, a pre - construction meeting. The mmtlrg ahol Include that Structural Engineer's deaigma providing periodic structural obeervatior, the Contractor, appropriate subcontractors, Special Inspectors and over interested parties. The purpose or the meeting 1s to mantlry and clarify essential structural elements and Connections that affect that vertical and lateral systems and to review scheduling of Use required structural observations. S. Prior to hne contractor calling that Bmlding orncial For any Inspection of Foundation or Framing work, that structural Observer shall have Observed this work and alven a written calmon or the flndlno> to tM Eulldlno orrlaal. POIWATION NOTES, CONVENTIONAL, WOOD FRAMI k% mCw o cs.woe eAI SHEAR WALL SCLEDLLEs o m -n.Oe eel STPOWURAL DESIGN CRITIl lh t DNTSION Is GENERAL RECUPISINERTS BAI NO, - ROCCO.115C m,41 W, eYe.0 mil No DI VI I. Foundation dimensions are extracted from architectural drawings. Englnaar dome I. Slxath walla to resist racking Forces In accordance with the Following: 01000 GENERAL REOtIREMENT5 AND CODES: not assume arry Ilablllly with respect to these dimensions. Contractor shall v«Vy I. 2010 " California Building Coda ". all foundation dimrslons with the architectural drawings and with field conditions. Nato: When an alarlsk* 1. Work shall comply with there structural epmclroanone, ncue, and drawings 5FF 2. Wnd Site Specific variables. Contractor dell v«Iry the location and acme of all anchor bolts, nfigurat FRAMING mark accompanies a the season wall together with the Construction etion D aumen notes ant a Constr -- collectively embedded etra a and Framing mat«I81>. Contractor Thal! v «If configuration and Eadc wind speed, 1185 mgrs per hour: exposure C. (3 second gust) P B 9 9 LENGTH n mark apply adjacent poor AB Euil use group; II refuel to as thus oomtructa Do rail be. Wirers Wire conwith a , documents d! trade do slopes, of all , patios, (sauna, such as but not limited lo, depressions, to any aglecahl framing. not glva ,paths Id andtla, work small be In accordance with ac, Led! trades elopes, shelves, patios, pordee, and stoops. �h�+ Bullding Category: Ericloead Building etartard> for good and worWnanlike construction, Minimum PraminglEott. Plates Sole 2, Work eha11 com with the 2010 California Buildin Cede (CEC) as adopted and 2. For tremtw adjacent to roundauone, see octal[ PY 8 P I Mark Sheathing 6 6ludr a{ Plate Aneha amended b the Califonia Code of Rwu euonc (CCR), Title 34. Dellfomia SDI O Fartaning panel Fastening Bolting 3. fielrmlc Site fip�lfic variables; C•0.901g ,`�/•0340g gu Id n Cedes end ate ado tea and amended b the local tit or count and an CAP n (2MIDF5 ,[6) Top Jome bole Mud (11,(41154 at FND Seismic ma group: II -4 P 9 9 9 9 F hat nd blik late 6111 (1) W or Slab Spectral response coefficients: eg«cies having jurIsCTCtla-- cellectiv¢ly refined to as the Building Code. 3. For conventional rah sire bar bold, sae datalle For stirrup and lla 9 15/32" Wood product 34X 3X 3X 2X Ibd SIMar 5/8" GIG. Ste iamio Design Cate D bands, ass dotal 3 SDI 160 marked on panel W/ IOd common Nelle ender 9n B°fY• 3. Work shall coin with applicable Federal laws, stale statutes, local ordinances, and MCI MIIs at 6" oc, al al 4" oc bolts at Blob 6elemle fete re6loting 6yetem: Intermediate Moment Frame p 9'Y PP SDI a Des! Base Shear: as noted on calculations the regulations of agencies hiving Jul TM Contractor shall assume Nil Panel algae 33" oc s5 r ICIIit for coin n Ith treat construction safat doe and !M al et 12" o <. at field MelySi> Procedure: Equivalent lateral force procedure espons y p y g w y or gait« 4. For lapping of conventloMl reinforcing, eaa detail q 10 15/32" Wood duct 2 -2X 2X 2X 2X arc Bicker SAW dm. Industrial aaraly " State or Un slats al Seat of d Wealth d nis tons fns, and such o 4, Foundation dill le r 0011$ report: of the Federal end State Oom Contractor's is ac and Health Contractor small be and ouch SDI 350 marked on panel W/ IOC common Ile anchor 9n per P other a ties I W Contradorb ale. The Calredor elan bat one aide. Walla at 4" Co. at t 3" ot. bolts at by: Geopadfica, Inc. dale: July 13, 2010 gg governing 5. For reinforcing bar developemahl length and splice see drag y panel edges 24" oc Soil Ty .Silly Send respaes o for and Mid harom his the Structural r engineer With fa any damages and at 12" oc. al field Eaeic Soil Bearing • 2500 per o«dltle> a both resulting hoes hie fdllur¢ to comply with acid laws, etdWtes, SDI II 15/32" Wood product 2 -2X 3X 2X 2X bd Stoker 5/8" die. Expansion Index • 50 or Was rdmancee, and regulations. 440 marked on panel W /IOd common is al anchor 6. Rer« to the mono report($) for any pad preparation and pre saturation P 4. TM design, adequa and eafaly of erection bracing, shoring, temporary supports, a eider. Mila at 3" o.c at -in" oc. bolts at NOTE; requirements. Soil email be removed and re-compaded In accordance with hke OVerexcdvstlem and recom action of minimum 2n. of site Tolle Is required. etc. is the sole rasp elbllltg of the Contractor, and has not been considered by Ile report for no lace than 2 fast below the lower footings. panel edges tang, or 16" oc P upper a equ thin Structural Engineer. The Contractor le responsible For the etabilit of the al I2" oc. al field (41 SP WG4 -5 Sea ,oils report for specifications. B eP Y II 15/32" Wood product 2 -2X 3X 2X 3X Impson 3/4" dia. Price to contractor requesting a Eulle ng Department foundation Inspection, the finish pills to sin dl proved n of all dear g bra roof o p floor stabidgme 4" r 1. TM floor slab email be poured level to within vat inch In 10 ran. sons r Inner shall advise the building focal In writing Shit Tinian materials. Na email provide tie naceseary bracing to provide eWbmty prmr 850 marked on panel W/ lOd common DS ender 9 9 ° 9 to them application of der aforementioned materials. Obe«vatlon vleiu to the site 8. TM floor Nab and foundation ma be Counsel monoUtIr call (at the same time) or In oth sides MIla at 3" o.c at /4 "X4 -IR" bolts a{ a)- The building pad "a prepared in accordance with tiro soils report. Y P Y panel assess, craws 16" oc b)- the utUlty trendies, have been properly backrilled and compacted by {M Structural Engineer or his dnlgnee shall not Include inspection of the two pours with a cold Joint between at the Contractor's option. Details In lien «dl P c)- The Foundation excavation tom with the intent of to eons report. above name. are shown using two powe. et 12" or. at nail (4) t 3" oo. p 9 eP e. Flat work (patios, stoops, pordxl driveways and similar features) may be doweled to this foundation wit, A dowels x 3 feet loci at 2 feet on caller. Dowels should extend at least I foot 4 Inches Into each pour, It Is not the Intent of these drawings to specify Flat work . > 11x :c? I See detall for typical drilling 4 notching or top plates, etude and joists. 115401 drillin For g SD5 and notching of beams, girders, and poets consult with the Structural -me ne«. Plumbing, electrical, etc, Mlee may be made within 6111 plate provided the following: a) Hole or areaW do not decrease overall sill length by more than 5 % of total Footnotes: required length as specified by plane. (I) Sheathing Is Included as part of required fastener penetration. i, 6tuda shag extend NII holes From Floor to floor end Prom Floor to Felling (2) Rarer to apadnceuonr for plywood grading and permuted alternatives, or roof wihouh Interruption except ate neceeeary for op«ings. Sae detalle (3) Ske $shall be not 1066 thin 4 seat by 5 feet except at boundaries and dvnge> For typical wall Naming. where the minimum dfroms om sail be 24 Inches. SD5 (4) stagger Is IQ Inch 3. bee dnaile for t Ica! $Mar anal framing. (51 Space fasteners r:o closer turn I -Ill Ihdv Over any 481nch line of fasteners, tM SD5 yP P g. averaes spacing shall be at least ate close as that given. (6) Short (Framer) falls may replace lnker mile. (T) Somas are Simpson SDSI /4" or LISP W61/4" diameter. 4. Bass detail II 14 For typical roof sheahime layout over 2x Cocking. SDI 9D3 IGA AND FLOOR SLEAINNG 61 EIOODr ml No RR -rF -wD 5. see detail 11 for lyplcal plate spllcee see detail 11 for typical plate Creaks, Los SD5 (8) Ibd striker or short nape at each SD top plate elite I. Roof Shaw ling: 15/32" wood pduct panels. Span Index shall be 32116. unless noted o wise on {ye plane. Orientation droll be with face g rain Perpendicular to support, provide minimum 4x Clocking at all unsupported edges. Crickets and miscellaneous framing to ov «lay S. Framing shall be has of unmml Cefede. Shear !Walla lane than 451nchee In Iergth plywood sheathing. Nall sheathine are follows: shall have no splits In em plate. sill plate• longer than ate Indite In length shell be allowed splits within ss of Its total length No splits extend more tun I/3 of the a) Blocked roar sheathing none shall be: total height a width of will plate. Sal common roue at 4 Inches OC along erg boundaries and edges and 12 Inde> DO In field, provide minimum 3x blocmng. 1. Provide minimum falling In accordance with the NAILING SCHEDULE, aheet Sl -I Alternate straps may not be used for blocked portions of tea roof. unless otherwise called For on the plan or In the shear Wait Schedule. S. Provide wall skeathing In accorol with the SHEAR WALL SCHEDULE, unless 2. Fastening of roof enmeshing shall be Impacted by the Building Orricial prior to olhrwiee called For on lire plan. concealment. 3. Provide Floor and Floor simmering In accordance with to ROOF AND FLOOR 6I EATIJING 6CI EDULE, unless otherwise called for on the plane, O. Provide solid blocking under all trimmers, bearing poets, and poets at Mldowne GENERAL FLAN NOTES, 11111111 0 Mall- ?si�aih and straps. Poste on upper levels shall move poste of an equal or greater size = Installed below on the lows levels to transfer loads to treat foundations or to I. All work not detailed, specified or noted shall be constructed the same are similar transfer gindere. work alrown In the construction documents. Whra the work is not detailed, T, Sloped roof has bear deslgred to support mooring material weight not to spactled Of noted It dull be In accordance with accepted trade standards for teed 350 Ibe /IOC So, ft, good and workmanship like construction Flat roof has bean designed to support mooring material weight not W exceed 1 Rorer to Architectural landscapes and civil drdwinge for dddltlondl Infommdtlon, 100 IbeAOO Sq. ft. 12. Joist Mngrs fall be Simpson Series: 3. All dimensions or the structural drawings shall be compared with ltose on that 2m Iunb« Jolet hang«6 top mount shall b¢ 61mpe0n JB er Wit of lM architectural landscape and civil drawings by the Contractor prior to construction largest lzs approprata for the epadfl° hammg mamba, unlade Pte Contractor "ll notvy the Structural Engineer or discrepancies, noted otima m on the plan, Falling mall be In accordance with the m «ufadurers recommendetias as given In the current product catalog. 2x lumber Joist hail ere face mount Simpson LUTE series of the largest elm appropriate for the epeclnc framng member, unless noted B otemas on the plan. Nalling shill be In accordance with the manufacturers racommendauas as given In the current product catalog. 9 !LDP DPMM SIEFETTAL SC EDILEr marked on panel W/ lod comma Festa In I. Joist to mud sill or (B) Sol common Or lard simmer or ator4 nana anchor GCS �y STATE'B4T a ww 2. /JI one aide. hale at 2" 0.c, at (3) Sol common or Ibd sinker or short, at 1" 0c, bolts at awl W- a 01100 ALTERNATIVES AND DISCfr&PANCIES: face pall. 3. Panel edges Ibd common or short race ell at Im' plate to joist or oc. efsee. or 24" oc 4, at 12" oc. at fed (4) (3) 16d simmer or arc rl Pace nail or to stud (4) ad common or Ibd elrkar or shirt SP WEPT The undersigned has reviewed tees drawings and finds than In general conformance 1. No alternate methods of construction or subetitutione dull be allowed without god box race mall$ may be tired) 5. t Stud to elate mail r (3) a alert race ell btu! plate (Ar) as common on Ibd ease Sq! common e ks 12 15/32" Wood product 2 -2X 3X 2X 3X Simpson 3/4" dia. with t» Intentions of the geoteonnloal recommendations. Beal 15 not an Indication of written approval of the Owner and Structural Engineer marked on panel W/ IOd common Bull! -up exude 24" CAL 6D6 anchor {hie drawings having been prepared under Lire eignalor's supervision. typical stitching Poth sides mils at 2" outs, al Top plates at (4) Ibd Sinker or shirt face fell Intersection, face /4"X4-IR" bolts at nall 2, The Contractor smell v «try all dimensions and conditions on the Conatrudion 8, panel edges Ibd simmer or atort face tale at etitdelne IW Co. across 12" OF - Documents and at the site and shall nobly the Architect and Structural Engine« at tape: at 12" oc, at N b. Rim Joist to Leper Sol common or led eirker or short at 3" oc. or we nails at W oz. / \ of any discrepancies found prior to commencing work Tire structural drawings take 1117 Cellina Joist to (3) Sal common Or Ibd summon or ahort plate, !oat mall USPO DELI a. \ / precedence over specifications. Detailed drawings and detailed specifications take precedence over general drawings and lien «al epecmcatione. Dlmerelora 13 15/32" Structural I 2 -2X 3X 2X 3X BimpeOn 3/4" ale. marked Wood product penal parallel matters I4, Rafter to plate, 6D6 anchor I take precedence over scaled measurements. e, one aide. w/ hod common meta Built up corner 16d ,inky or dort face nail5 at 101° bolts at etude 16" o,c, Ib. at 2" o <. at penal Three place bull 166 sinks or short Polls at 12" oc, at Wrows acrewe 16" cc 01430 SOILS INSPECTION: beam edged at 12" CA% at 4" Cc, or / at nail (4) at fie Sim \ / I, TM owner shall retain tke services of the Sole Stereos, when much services are required, es noted In the INSPECTION AND OSSE�VR ATION PROGRAM. 13 Structural ! 1 -1X 3X 2X 3X Simpson son 3/4" die. marked On Wood product Canal 6ID6 anchor \ \ Olin sides W/ IOd common mllm 14 "X4 -IR" bolts at 2. The Solis Engineer email Inspect and document, in accordance with the Bole at 2" o<. at panel craws 10" OF NAll SCHRIP" POR Ill >.� °ea9`iro'. NvtBcx°1 Report, the work of the Contractor. edged at 12" CA% t 2 -W, o I. A, a minimum end If not apaclFically dneibd or noted eleawhara end otherwise, tale at ❑aid (4) 3. The 601[6 Engine« shall ournism Inspection reports to the Building Official, Archhect and Structural Engineer as to the conformance of that Contractor's work This itemization applies only to the structural drawings. That following shop drawings mhall be submitted to the Structural Eneinmer for review. Drawings will only be accaptaa after V-49 have Caen cocked by to Contractor for conformance with to plane and noted are such Seale, stamps, or marks placed upon atop drawings by the Structural Engineer does not constitute approval of the work shown but only general conformance with them design Intent. Shop drawings will not be reviewed for quantities or dimensions. Ten working days $full be allowed for to Structural Engineer to review Submittals. Structural steel drawings various wood components of the structure doll be restored together L* follow*: with treat soils report and building coda. Item Gralsho Description Festa In I. Joist to mud sill or (B) Sol common Or lard simmer or ator4 upper top plate too nana. 2. /JI Blocking to joist (3) Sol common or Ibd sinker or short, ,ale or <1) 16d eimxer or short we m face pall. 3. Sole (bottom) Ibd common or short race ell at Im' plate to joist or oc. blocking 9 4, Lower lop plate (3) 16d simmer or arc rl Pace nail or to stud (4) ad common or Ibd elrkar or shirt toe Hall (Where 3x plate occurs (L god box race mall$ may be tired) 5. t Stud to elate mail r (3) a alert race ell btu! plate (Ar) as common on Ibd ease Sq! common e ks We nail. (Where 3X plate occurs (2) 20d box face Pala may be used) 61 Double etude, or ISO Sinker a short race tells at Bull! -up exude 24" CAL typical stitching 1. Top plates at (4) Ibd Sinker or shirt face fell Intersection, face nall 8, Top plates typlaal Ibd simmer or atort face tale at etitdelne IW Co. S. upper top platen (S) Ibd sinker or short face nail at tape: each aide or butt Joint b. Rim Joist to Leper Sol common or led eirker or short top plate or mud we nails at W oz. 6111 1117 Cellina Joist to (3) Sal common Or Ibd summon or ahort plate, !oat mall !oat nails a. Calling Joist, lap (4) had sinker or short fats Mlle over walls and partition 13. Calling Joist, to (3) Wd simmer or short rata Mlle parallel matters I4, Rafter to plate, (3) Sal common or 166 sli #« or too nall s rorl too falls 15. Built up corner 16d ,inky or dort face nail5 at etude 16" o,c, Ib. Three place bull 166 sinks or short Polls at 12" oc, at up girder and top and at bottom, (3) Too at each beam and Hots: With respect to the schedule, common, ,inky, or box nana may be used. However, where nail$ are specifically noted Or Like plane, they anon Be common nails. ODC report ESR 212) DMSICN 2t SITE WOW AND FOII114"l NS sal No: wit 01010 SUBSURFACE INVESTIGATION: I. The sods report is hereby Incorporated Into these drawings. Recommendations made thereln shall be compiled with 02350 CONVENTIONAL FOUNDATIONS: I. The Contractor shall take all naceseery measures to fully protect adjacent properties. 2, All alto and pad preparation, such as but not limited to, Eradin compaction or the fill, pre- aturatlon, concrete slab bee preparation and vapor retarder Installation shall bat performed In accordance with the Solle Engineer '5 recomm«hdatlone ate Included In the 60116 report, 3. That bottoms of fooling excavation, shall be level, clean, and Rant of loose material or water when concrete Is placed. Over excavation shall be filled with correte are for the footin 6. EUck FIT shall not be laced until supporting foundations, walls, and slab have attained sufficient strength to support [stel soil pressure. 4. No pipes and conduits atoll extend under Isolated column fooling or under continuous, wall footing unless spestT ally detailed or approved by the Architect and Structural Engineer and to Building Official. 5, The Contractor ahall arrange for observation of the work by the Bons Engineer. Following are requirements of the Bole Engineer: a) All pad preparation ant footing excavations shall be Impacted and cartirl In compliance with Lie Li e $oil$ report by e Soils Engler prior to placing or concrete or steel. b) A Certtricoo or Compliance reguerding pad preparation and footing excavation) small be submitted to the Bulldlne officlal prior to his foundation Inspection end a copy or the certification small be submitted to the Architect and Structural Engineer. Dil l St CONCRETE IsAI 1,10. 0" 03230 REINFORCING STEEL FOR CONVENTIONAL FOUNDATIONS: I. Steel reinforcing ars small conform to ASTM A 615 Deformed and Plain BI liet 9 Steel Eera For grade . g steel. Ears shall redo 60 exst t that 3 4 bare may be grade 40. Bars shall be deformed. rior to use, and for reinforcing ec Core shall bat eEngiltad to the Building Official prior to urea, and to treat Archltact and Structural Engineer. 2, Wire fabric shall conform to AN51 /A6711 A 185, Steel Welded Wbe Fabric clean. fer Concrete Reinforcement. 3. Placement of reinforcing steal need not be Inspected by a Special Impactor. UNUI HUnU)UNUStKVIUI=ALtKI 14 WolABC3 BAY Fuzz 0476 SAN ELIJO JOINT POWERS !poles , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: NS Dane Boll), Q. ezeee ® lea (mat eee -ooze AUTHORITY ,.vx U[a�4 FAX: (914) efe -eete 1 n 31591 Camino Ciano, CA ilk °e°$`a' °l San Juan CaplsUano, CA 92675 R MII Ifl- /d0 /y(J/(y.La¢ -tort. J 811 CON3f2TWC drrcllnr2)8 Jf www.RJMdeslgngleup.ctm M�Ip sv s)NUCTU0.P NpA 19491493. 2690 /ax TWO WORKING DAYS Aa X))#:amo BEFORE YOU DIG Lim DAIIE waaiz SIGN DATE 'tF fly@ [949]493- 26 0 0 phone SIGN DATE SI GN DATE BV: GREG SHIELDS DATE SIGN DATE Ol CAL) CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PARK ND RECREATION APPROVALS CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPAR D UNDER SUPERVISION OF DESCRIPTION: 000019 RECD P VE LOCATION: SEE SHEET C-0.1 HORIZONTAL DATE: APRIL 9, 2012 }.( ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO,: S -282] Ill JOHN FRENKEN BY: LISA RUDLOFF RECORD FROM: COUNTY OF SAN DIEGO VERTICAL EXP.: 09130113 DATE DATE ELEVATION: 275_640 DATUM: NGV029 MosTAFAOLOUMIS.E. STRUCTURAL NOTES &SPECIFICATIONS SN1 SHEET 480E 105 PLANNING CASE NO 04 -197 MUPIDR/CDP /EIA y� n m Ee m jE so" C> on c Tmm N = 030 WEE oWOw oaz rues c O 0 emx a�Da a 9 8 S 6 O 0 n is - E m O a 0 z in o 03300 CONCRETE, OAST IN PLACE: I. Cement Shell conform with ASTM C 150 4 C 595, Portland Cement a Blari Hydraulic Cements. 2. Fly ash or pozzolanm, if u&od, ehall conform with ASTM C 618, Cry Ash and Raw fair Use 66 a Mineral Admixture In Usage shall not exceed 25 percent, by weight of Net total of the cmentitTow melerlels. When pozzolana are uead to mitigate the effect of Sulfate Pori sotto they shall be or a type that We demonstrated ouch ability by wet or service record. 3. Water Shall be potable and Rae From poo loud quantities of acids, alkalla, and organic materials. Sulfate (604) In water Hall not exceed ISO parts per million. 4. Aggregate shall conform with ASTM C 33, Concrete Addreaates. The nominal maximum size of course aggregate shall ba not larger than any of the following: a) Ora -fifth the narrowest dimension between the aides of the form, b) Cre thlyd tie depth of the Slab. c) Three fourths the minlmurn clear Spacing between mdlvldwl bare or bundles of bars. A) I hall S. Admixtures containing calcium chlorides Stall not be wed, 6. The Contractor shall retain the anti of a qualified licensed engineer to provide a Concrete Mix Dealer for each CIA66 or Concrete to be used. The engines arlall sign and seal the mix dealers. 1. Concrete Mix Designs used Shall have the following properties and be Subject to Units hated quality control procedures: a) Strength, slump, testing, and Inspection of the concrete shall be: Concrete Usage Schedule: Class 28 Day Maximum s 0bal Inspector C91lnder Use) of Concren a Min. stren th Skm rd Aired Testing required Continuous Footings. 3000 PSI 4 In. Rsqulrad Raqulrea Pad Footings. 3000 PSI 4 m. Raqulretl Requlred Slab on Grade 3000 PSI 4 In. Requlreb Required Elevated slab 4000 PSI 4 1 Required Required All 3000 P51 4 In. Requlratl Required Note: The maximum slump of the comets may be Inueasad by I Inch when the concrete Is hand consolidated, The slump given Is based on machanlcal consolidation. IF) Water - cement ratio, cement typo, end pozzolana ahall additionally conform to the Following for comets used Tn floor elate -or -grade and foundations: 10, Powder actmted fasteners /Shot Pine) For attachment of wood sheathing to steel 0.100 Inch ant thicker shall be one of the following. Contractor shall Select the Size as appropriate for the materials being fastened. Fasteners when Installed eN11 Rsquirmenla for Concrete Exposed to Sulfate: 05110 STRUCTURAL METAL: Sol -so-w ea O6OSO FASTENERS AND SUPPORTS: eBAI 05 -19 -10 Water Soluble Sulfate (SO) Concrete maeomy unite SNII conform with ASTM C 90, Hollis s Sella Lead Bearing I, 6trucWral steel wide- flanged <WF) sections eNll conform with ASTM A 991, In Sulfate � Solt, Cement typ CemiahtmRat�o Concrete Masonry Unit n, and be normal weigh mile. Percent low Admient Exposure ASTM C 150 protected with a corrosion resistive coating approprate to the degree of MM 9Va th 000 - 0.10 Negligible II or V Ob5 -- 0.10-0.20 Hodsete II or v 050 4500 F51 020 - 2.00 Severe V 0.45 4500 PSI Over 2.00 Very Severe b) Ramses -Red Head Products, Wood Dale, Illlnob. 3. Aggregates for gram shall conform with ASTM C 404, A� for Goue. G The concrete mix design shall be such that the resulting cured concrete shall be free of eienificant cracks or significant vertical displacement d) The concrete mix design shall be such that the resulting cured concrete at 28 to 41 days of see shall have a water soluble chloride Toni content In concrete of no more than 030 percent by weight for conventionally reinforced concrete and 006 percent For poet- tensloned cenuete, 8. concrete shall be mixed and delivered In accordance with ASTM C 9a, Ready -Mixed Concrete 9 Testing of concrete: a) Test* need not be made as noted above provided the total quamtly of concrete placed is Ieee then fifty (5C) cw yd. In place of the tests, a Letter of certification Shan ba furnished by the Material Supplier to the Building Official, Architect and Structural Engineer prior to delivery of the materials to the job sits The letter shall assure that the comets will have the Strength specified. b) Tests Nall be made when testing Is noted above or Ware Us total quaintly of concrete placed Is greater than firty (50) cu. yd. Concrete test cyllndere shall be taken and tested In accordance with ASTM C 31, a ASTM C 3S. A cylinder set is a set of two (1) cylinders form soon batch of concrete sampled. finder Sete arall be sampled at a rate of not Ieee than one (U ere per Cis** Of Concrete placed per day, nor less than one set per 150 cul yd. placed, nor less than one set per 5000 sq, ft. of slab or wall area. Further no lass than five (5) cyhrdere sew eha11 be made or each Claee or Concrete Or Should the total number of batches For a given Class of Concrete be less than Five (5), one lD cylinder set Shall be made for such batch placed. Test results Shall be fbmiabd to the Building Official, Architect, and Structural Engineer. Test tells shall assure that the concrete cyllndane achieve a minimum strength specified. 10. Curing. Concrete Neu be maintained above SOP and In a contlnuowly moist condition for at least mover (1) days after placement. II. Minimum concrete proteetim for strei landlord and reinforcing steel Shall be as follows: $treeing Tadon and Reinforcing Bar Cover Schedule: Condition Clearance Cast against and permanently exposed to eurN. 3' cast against forms, exposed to earth or weather: W through mil bars 05mm through 36m): 2" 5 bars None), and smaller, Stressing tendon. I -In.. Cast against forms, not exposed to weraNa or in contact with ground: mil bare (Ii and smaller. Tn Nabs, walls, Joists. 3/4' oI bars (ISM) and smaller. In berms, girders, columns. I -la" Stressing tendon. I -li 12. Placement of concrete Shall de continuously Inspected, by a Special Inspector when Inspection is noted as came required above. Following are requirements of the Special Inspector: a) He Nall verify the taking of test samples. F) Ha ahall verify Slump. c) He shall verify the various types and classes of concrete wed. He shall verify load ticket, d) He ahall verify that construction details, procedures, and workmanship are in accordance with the Construction Documents and Building Code, e) He still verify that proper curing procedures are implemented. f) A Certificate of Inspection Shall ca Nrmshed by Use special Inspector to the Building Official prior to his Inspection and to the Architect, ana Structural Engineer. DIVISION M MA80NRY Soul shD Diva DIVISION 5: MWAL6 SAI Mx Dior plit N li' lit= Som eo. EN6 10, Powder actmted fasteners /Shot Pine) For attachment of wood sheathing to steel 0.100 Inch ant thicker shall be one of the following. Contractor shall Select the Size as appropriate for the materials being fastened. Fasteners when Installed eN11 04110 CONCRETE UNIT HA80NRY: 05110 STRUCTURAL METAL: Sol -so-w ea O6OSO FASTENERS AND SUPPORTS: eBAI 05 -19 -10 I. Concrete maeomy unite SNII conform with ASTM C 90, Hollis s Sella Lead Bearing I, 6trucWral steel wide- flanged <WF) sections eNll conform with ASTM A 991, I. Hardware and fasteners In contact with preservative treated lumbar shall be pre firmly clamp material together, Alternatives may be Bused onlyowith specific approval f the Structural gross, and only up ubm I f a listing f 00 Ilse. Concrete Masonry Unit n, and be normal weigh mile. 1 51,000 Ilse. r . MIII certificates For steel protected with a corrosion resistive coating approprate to the degree of products and sizes to be Substituted. 2 -3/8" .120-1 Y w/ pozzolen 0.45 4500 F'BI G The concrete mix design shall be such that the resulting cured concrete shall be free of eienificant cracks or significant vertical displacement d) The concrete mix design shall be such that the resulting cured concrete at 28 to 41 days of see shall have a water soluble chloride Toni content In concrete of no more than 030 percent by weight for conventionally reinforced concrete and 006 percent For poet- tensloned cenuete, 8. concrete shall be mixed and delivered In accordance with ASTM C 9a, Ready -Mixed Concrete 9 Testing of concrete: a) Test* need not be made as noted above provided the total quamtly of concrete placed is Ieee then fifty (5C) cw yd. In place of the tests, a Letter of certification Shan ba furnished by the Material Supplier to the Building Official, Architect and Structural Engineer prior to delivery of the materials to the job sits The letter shall assure that the comets will have the Strength specified. b) Tests Nall be made when testing Is noted above or Ware Us total quaintly of concrete placed Is greater than firty (50) cu. yd. Concrete test cyllndere shall be taken and tested In accordance with ASTM C 31, a ASTM C 3S. A cylinder set is a set of two (1) cylinders form soon batch of concrete sampled. finder Sete arall be sampled at a rate of not Ieee than one (U ere per Cis** Of Concrete placed per day, nor less than one set per 150 cul yd. placed, nor less than one set per 5000 sq, ft. of slab or wall area. Further no lass than five (5) cyhrdere sew eha11 be made or each Claee or Concrete Or Should the total number of batches For a given Class of Concrete be less than Five (5), one lD cylinder set Shall be made for such batch placed. Test results Shall be fbmiabd to the Building Official, Architect, and Structural Engineer. Test tells shall assure that the concrete cyllndane achieve a minimum strength specified. 10. Curing. Concrete Neu be maintained above SOP and In a contlnuowly moist condition for at least mover (1) days after placement. II. Minimum concrete proteetim for strei landlord and reinforcing steel Shall be as follows: $treeing Tadon and Reinforcing Bar Cover Schedule: Condition Clearance Cast against and permanently exposed to eurN. 3' cast against forms, exposed to earth or weather: W through mil bars 05mm through 36m): 2" 5 bars None), and smaller, Stressing tendon. I -In.. Cast against forms, not exposed to weraNa or in contact with ground: mil bare (Ii and smaller. Tn Nabs, walls, Joists. 3/4' oI bars (ISM) and smaller. In berms, girders, columns. I -la" Stressing tendon. I -li 12. Placement of concrete Shall de continuously Inspected, by a Special Inspector when Inspection is noted as came required above. Following are requirements of the Special Inspector: a) He Nall verify the taking of test samples. F) Ha ahall verify Slump. c) He shall verify the various types and classes of concrete wed. He shall verify load ticket, d) He ahall verify that construction details, procedures, and workmanship are in accordance with the Construction Documents and Building Code, e) He still verify that proper curing procedures are implemented. f) A Certificate of Inspection Shall ca Nrmshed by Use special Inspector to the Building Official prior to his Inspection and to the Architect, ana Structural Engineer. DIVISION M MA80NRY Soul shD Diva DIVISION 5: MWAL6 SAI Mx Dior plit N li' lit= Som eo. EN6 10, Powder actmted fasteners /Shot Pine) For attachment of wood sheathing to steel 0.100 Inch ant thicker shall be one of the following. Contractor shall Select the Size as appropriate for the materials being fastened. Fasteners when Installed eN11 04110 CONCRETE UNIT HA80NRY: 05110 STRUCTURAL METAL: Sol -so-w ea O6OSO FASTENERS AND SUPPORTS: eBAI 05 -19 -10 I. Concrete maeomy unite SNII conform with ASTM C 90, Hollis s Sella Lead Bearing I, 6trucWral steel wide- flanged <WF) sections eNll conform with ASTM A 991, I. Hardware and fasteners In contact with preservative treated lumbar shall be pre firmly clamp material together, Alternatives may be Bused onlyowith specific approval f the Structural gross, and only up ubm I f a listing f 00 Ilse. Concrete Masonry Unit n, and be normal weigh mile. 1 51,000 Ilse. r . MIII certificates For steel protected with a corrosion resistive coating approprate to the degree of products and sizes to be Substituted. 2 -3/8" .120-1 II Shall be Submitted to the Building Offlcla, prior to use, and to the Architect and rtr iuv¢y of the treatment and this thle:ness of the hardware. Prseervalive 5E Cammor 2. Aggregates for mortar shall conform with ASTM C 144, AO- ooi for Meaomru 10 -1/4 Structural Engineer. treatments and hardware protection shall be in accordance with the requirements a) WIT Company Products, Inc. Tulsa, Cklahome. I -la" Mortar. 2. Structural steel (M a W Sections, "said, angles and plates shall conform with give' elsewhere In these Specifications, b) Ramses -Red Head Products, Wood Dale, Illlnob. 3. Aggregates for gram shall conform with ASTM C 404, A� for Goue. 2 -1/4 inch ASTM A 36, Structural Stand], MIT certiflcatee for steal Shall be submitted to the 2. Generic tills shell be of sWo[ :rise and conform with ASTM F 1661 $l. IOd PI wood 2 -1/4" -o�etes 9 Building fficiate prior to use, end to the Architect and Structural Engineer. 9 9 aster Specification f Driven F II I . All neat Shown on tka showd 06100 ROUGH CARPENTRY: OBAI 08-30-09 4. Masonry cmenT shall conform with ABTH C 91a, Masonry cement. 3. Pipe columns shrill conform with A 53, Grace B, Type E or Pine. Steel. drawings , and not orled common calla. 61dkan, box n shall be eld[an 1. Solid training lumber Nail be new material. It Shall be raded and marked In 9 3' .14811 9 aced Wandiad a . certificates for ion or mans may not be aubatmmail nor common eras whm s may not for or other ells Western Product standard Gradint 5. Mortar cement Shell conform with ASTH C 1319, Mortar cement. 6 to the Stool a ct ba Submted to the Building Official, prior to use, and to Ua us common nails are shown on Pmlode shall &NII Substituted! are Show for and Dre with and Rules or anti (tees Coast Lumbar I a i Wes Lumber Inspection n Bare, Bureau QUCtir 2 -la" .162" Architect and Structural Engineer. me Size, manufactured! by nails shall be mamfactred by IM rt n Jolei hanger nails of the same CC Ibd Short (Framer) b. Portland tenant shall conform with A9TH C 150, Portland cement a Blended 10 -114 .281" Pasloda, Vernon HIIIS, Illinois (ICC report ESR -916) p ESI or within lard rng Standard Grad Ruse for West Coast Lumber with National Lumber Grades G 3 -la" 1,135M 4. tubes (H$$ sectiono shall conform with ASTH A-SOC, Gade B, C. Famed ). an Authority (ALGA). Standard Gadm� Ram far Canadian Lumber as noted below. 3 -I/4" Hudreulm Cmenta. 9 Welded a Seamless Carbon Sorel Structural Rounds Mill n Rounds s Shaps Mill Weld Tubing In 3. Fnewnetc mile may Substituted for generic nape provided are of the Lading SNIT be performed by an agency darn by the American Lumber 3 -la" s t B tleCetes for steal ba Submitted to the Building Official, prior to use, and 1. H dretad lime shell conform with ASTFI C 201, Hudrated Lima for Masonry 9 eked calls with mn ib with the of to mil Feed. same dimensions as geeric . Standards Comm¢tee, Germantown, Maryland. Alternatives lumber grades, epeciea 20d Box 4" 1148" to Ua Ard,neet and Structural Engines. to true mil r than he Size OF may add larger In diameter than ganero calla by tp to the size of end eradmg agendas may be used only with spacmc approval of the Structural 20d Common lituroi .199' 6 on cello it Addition common Hall within lha same perry weigh type, n Ths head may, In Engines, and cosy upon submittal listing lambs grades, Species and grading 8. Water Si be free from deleterious quenUUe$ of acids, elNlla, end organic 5. Gdinary-etrengN machine bolt: irmad dified to being of a standard - diameter round -head typo ba a T -shaped or modified agencies to be substituted. 50d SIm act N54A In malarial&. 250" 3 round -bad. Pneumatic nails shall be member of tM international staple, nail, and 3/16" or M. 14 drill a ee 50d US NA 25, Ring Yla" a) Ordinary- strength bolt aM11 conrorm with AST, A 301, Carbon Steel Externallu tool aeeo lath Lagrange, Illinois. (ICC report E6R -1539) 2, Lumber Species grades, Including pressure treated lumber Shall at least be: S. Concrete maaoeg assemblages SING be constructed In conformance with the end Intermlly T eaded Standard Fasteners, Gads A, DOUclas Fir: Following: b) MIII certificates for ordinary- Strength bolt shall be Submitted to the Building 4, Nail Sizes Shall conform with the Following table. Ulan receaaey to prevent U S odes and Gade mark Gedln Ri1w 2x4 Studs 9 feet In bf ht or Ieee: Id Wes Fir -Larch Stud WLPA or WCLIB Official, Orlon to use, and to the Architect and Structural Engineer, splitting of the wood, a prepared pilot hole shall be drilled. 2x4 3x4 4 4x4 lass D Ias Fir -Larch 2 LLWPA or WCLIB a) Concrete block Shall be tested. Teets of the blocks Shall be made In Nell size Schedule; accordance with ASTM C 140 s�mm and testlro concrete MeaonryJt_s. 6, H(gh- strength bolt: Tests shall be made or the blare prior w [b start of con�tNCLlon and e) HI h -etren th bolt shall conform with ASTH A325, H�ah -Stn m Rolm to during the course or construction at the rate of one test p BODO ad, rt. or �� �0 wall or fraction thri Test results Shall be Furnished to the Building Official, Special Inspector, Architect, ana Structural Engineer. Test results b) Nuts for high - strength bolt shall conform with ASTM A 563, Carbon and Allou Shall assure that the materials conform with ASTM C 90 and achieve a minimum Steel Nuta. rot compressive strength of 1900 pal. b) Mortar shall be type S and have bean mixed In accordance with UBC table c) Installation of ngn- strength bolt and nut shall conform with AISC 21 -A or IBC Table 2103](0. The mortar mix shall achieve a 28 day Strength of ifi I f I In TM TM A4SO Sold Si psi, d) Joints are to be an tight unless noted as slip - critical, When Joints are A) Grout ehbll be mixed In accordance with USC table 21 -B or IBC Table 903.10 noted as >Ilp- crlticp, the contractor shrill Assure full Pretension, In accordance and on ASTM C 416, Gaut for Masonru. The rout mix shill achleve a 28 day with the following schedule, byoutilizing one or the IS methods given In AC Strength or 2000 psi, Teets of the grout shell ca made In accordance with 5oacft"tiene far Structural JJ Inca Wing 44171 A325 or ASTM A490 Belm. ASTM C OI9 Sampling Shot Testing Grow , Tests Bull be made or This grout Wion Joints are noted as slip- QItICal, contact surfaces Chip be at least during the course of construction at the rata of one test per 5000 6q. reset class A. OF wan err traction Uwmf, Test results aha11 be ILrnlahad to the Building Slip- Gltical Fastens Taalon Sandi OFFICIAL Special Inspector, Architect, ana Structural Engineer. Test results Shall assure that the materials achleve a minimum net compressive strength or 1000 poi at 28 days. F) Construction of concrete masonry walla doll add inspected by a special Inspection. 10. Stool reinforcing bare shall confirm to ASTM A 615, Deformed and Plain Blllat- Stml Bare for Relnforcir:8 Stmt. Bars shall be grade 60 except that no. 3 4 4 bars may be grade A0. Bars Shall be decrmad. Hill certificates for reinforcing bare .hate be submitted w the Burdlne official and special Inspector, if retained, prior to use, and to the Architect and Structural Engineer. Fabrication and placement of reinforcing steel, ambeaasd anchor& and hardware shall be periodically Inspected by a Special Inspector. Following are requirements OF the Special Inspector: a) He shall verify the mill certificates. E) He Noll verify that the material wed are properly stored and prepared for c) He Shall verify that construction details, procedures, and workmoraMp are In accordance with the Construction Coo mente and Buildre Code. a) He shall verify that the reinforcement bar grade, Size, placement, and aplmes are In uccordence with the Construction Documents and Building Cods. e) A certificate of Inspection Shall be fmniahed by the special inspector to the Building Official prior to his Inspection and to the Archtect and structural Engines. 11, Placement of concrete masonry assemblages ahall be continuously Inspected by a Special Inspector. The Inspector Nall be preset during preparation and taking OF any required prisms or test specimens, at the start or Aging mite each day, after Ua placement of reinforcing Steel w Inspect the grout space prior w each grouting operation, and during all grouting operations. He reed not be present during the enure laying operation provided he Is protect at the onset of each data work Following are requirements of the Special Inspector, a) He Nall verify the taking or test samples. b) He *NII verify that the material used are properly stored and prepared For c) He shall verify that the concrete masonry units are In accordance with the Construction Documents and Building Code. d) He Nall verify that this mortar Is properly prepared and placed In accordance with the construction Documents and Building Code. e) He Mall verify that the grout used and placed is In accordanFa with the Construction Document and Bullding Code. He Na11 vanity load tickets for transit mixed grout. F) He Noll verify that construction details, procedures, and workmansMp are In accordance with the Construction Documents and Building Coda. 0) A certificate of Inspection shall ba Nrnisned by the special Inspector to the Building Official prior to his Inspection and to the Architect and Structural Er:glneer. 12, Calla still do In vertical alignment to provide a minimum unobstructed core of 3"x3 ". Dowels fron radi go Still be set to align with cores cas talchle reinforcing. 13. All calla containing reinforcing, anchors or Truerte shall be filled Solid with grout. Other Celle eNll be grouted as noted on Construction Documents. Un- grouted calls SNIT be blocked with a grout stop fabric to prevent tan from being Inadvertently grouted. 14, Concrete Surfaces shall be cleaned of all lattice prior to setting blocks, 15. Clean out openings Shall As provided at the bottom of all Falb to be filled at ouch Ilft or Four of grout Were such lift or pour to In excess of 5 feet Tn bight, Overhanging mortar or other ob6WCtlon or debris shall be removed From Inside OF cell walls. Clean out Shall be eased after Trepanation, before grouting. 16. Hold vertical reinforcing in position at top and bottom and at Interva Is not exceeding 200 bar aiamesas In masonry walls. Inc. All reinforcing bar bends SNIT be made cold. T. All anchor bolts and Insert shall be secured In place prior TO piecing concrete or grouting maeorvy. 19 Will of masonry reinforcement Noll be the same as for concrete reinforcement, See Section 03200, above. amine of Iza Minimum orator la Ir4h die. 12 00 Ito. 5/8 Inch rile. MOOD Ilse. 3/4 Inch die. 18 Its. 1/B loch die. 39 00 Ilse. I Inch tlla. 1 51,000 Ilse. a) MIII certificates for bolts, ruts and waehere shall ba Submitted to the Building 011 ana Special Inspector, prior to use, and to the Architect and Structural En:glneer. F) A Special Inspector shall inspect all high etrami bolting. Welds: a) Welds Shall be made with either of the following procedures: 1) Sell'- ahislded flux cored arc wi (Pi pan ell applicable ANSI /Aue DLI 5tructwA[ Uleldm8 Cede- Bteel, requirements teeing E11T -6 or EI0T-6 electrodes. The electrodes shall also conforn to ABTH A 233 spliclficatione, That electrode shall have a minimum specifies Charily v -Notch (CvN) value of 20 ft -Ib at -207, IV Scalded metal arc Wildlife (SMNL) par all applicable ANSI/AW5 01.1 requiremets wing the E1OXX slecvodee, The aectrodes shall also conform to A67M A 233 Specifications. The electrode Noll have a minimum epaclfiad Chit v -Notch (CvN) value of 20 ft-lb at -20T. b) Full penetration and partial penetration colds shall be contnuously Inspected by a special Inspector and be ultrasonically non- dastructively tested. Ultrasonic testing Shall add in accordance with AN61/AWB Dill chapter b. Acceptance and rejection criteria are toes for cydlcally loaded welds. c) Field welds "It be continually Inspected by a Special Inspector. d) All Shop welding and fabrication Nall be done In the shop of a atmel fabricator, approved by the Bullding Official, A Certificate of Fabrication Still be fvniebed by the shop to the Building Official, prior to HIS Inspection, end to the Architect and Structural Engineer. S. roles For bolts in structural Stool shall be drilled or punched. Burning of holes eNll not be permitted. Unless noted otherwise holes "ll be standard Size, 146 Inch larger than the bolt. 9. All structural steal may be primed with a rust resistant primer before shipment to the project site Rimer of not de applied to Net immediate area or steel Intended to receive Slip critical bolted comectlore. If Steel le primed, after creation Is complete, touch -up an shop priming coals damaged dunce transportation and section. 10. All structural Steel Field "[Fine Shall be continuously Inspected by a Speclei Inspector. Following are the requirmanls of the Speclel Inspector: e) He Nall verify that Una material wed are properly stored and prepared for we. b) He BNII verify that all field welding and fabrication is performed by Operators who have been qualified as prescribed In the structural welding coda, ANSI/SWS DLI, Section 4, (OUalficatlon) and who shall as untitled or Approved, as required by the Building OfNOId I. c) As Shall vary that the welding operators possess a current copy of tblr Welder Performance Oualmlostlon Test Record In accordance with Atel /AW6 DI.I, Section 4.12 and Amm E. a) He Shall verify that the welder had available a Welding Procedure Specifications (ILES) in the format Specified in ANSIANUS DI.I, Amex E. A UPS, pre qualified or qualified Ity W ing For Asti welding process, each+ weld! d condition, each position, and each electrode type and Size. As shall verify that au Information on the UPS la accurate and complete. e) He still verify that welds required non- alstructivny lost are tested end that weld F TITre the tests are corrected. f) He Shall vaulty that construction details, procedures and workmanship are In accordance with the Construction Documents and Bullding Coda. g) A Certificate of Inspection shall be Fu rn al od by the Special Inspector to the Building Official prior to HIS Inspection and to the Architect and Structural Enei ear. B Size a Name Nail Lari Wire Old, Wire Saudis Head old, Pre -bore Drill Did, 8a Joist Harder (elm ,N5) I -la" .131" 10 -1/4 .281" 5/5 Inch 8d Pa6lici I -Ia" .13t" 3. Lumber grading agencies ahall be: Lumber Gradin A uncles Schedule: West Coast Lumber Inspection Bureau I Inch BE RI Shads 2 -3/8" .120-1 II .291" Inch 5E Cammor 2 -la" .131' 10 -1/4 .281" 1 -Ia Inch IOd Joist Harder (Sim .NIO) I -la" .148" 9 312" 2 -3/4 Inch IOd Pasloda I -la" ei Inch 2 -1/4 inch TT/64 Inch 3 inch IOd PI wood 2 -1/4" .148" 9 .3121' 3 -1/2 Inch IOd PI wood Rin 2 -3/B" .135' IO 312" IOd Common 3' .14811 9 .312 " Ibis Harder (e , NIS) Joist 2 -la" .162" 6 .344" 166 Pasloda 2 -la" .162" Ibd Short (Framer) 3 -1/4" .131' 10 -114 .281" 16a Box 3 -la" 1,135M IO .344" 160 $Wer 3 -I/4" ,148" 9 344" ]Aid Common 3 -la" .162" 8 .344" 1/8" or no. 30 drill pace 20d Box 4" 1148" 9 .315 " 20d Common 4" .199' 6 ,406" 118" or no. 30 drill oi 40d Common 5" 225" 4 .469" 11/64 "or no 15 drill e a 50d SIm act N54A In 2 -la" 250" 3 3/16" or M. 14 drill a ee 50d US NA 25, Ring Yla" 350" 3 3/16" or W. 14 drill gage Alaeke Yellow Cedar: Species and ode mark Gadin lee 6x6 a larger e tiara oISR Alaska Yellow Cade sl WWPA or UICLIB 2x T <G Deckin AteN Yellow Cedar N WLPA or WCLIB la Inch Redwood Inspection Sil 5/5 Inch fli Inch Timber Products Inspection re 3. Lumber grading agencies ahall be: Lumber Gradin A uncles Schedule: West Coast Lumber Inspection Bureau I Inch tee Species and ode mark Gadin lee 6x6 a larger e tiara oISR Alaska Yellow Cade sl WWPA or UICLIB 2x T <G Deckin AteN Yellow Cedar N WLPA or WCLIB Gadin rvles umber Gradln encbe Mark WUPA or WCLIB: Cellfomia Lumber Ins tsn Service al T/32 Inch Pacific Lumber Inspection Bureau, Inc. OL la Inch Redwood Inspection Sil 5/5 Inch fli Inch Timber Products Inspection re 1/8 Inch West Coast Lumber Inspection Bureau I Inch IAS Turbines Wsatern Wood oauct Aeeocicuon 1/8 in 4, Lumber shall be dry and well oeaaomed, and the moisture content Shall not exceed 19% at the time the structure Is wrapped. All lumber shall be air- eeeaoned not Ieee than 30 days before being covered with flnlshing materials unless test are made Machine bolts shall be of meal confo Ire with ASTM A 301, Low Carbon Steel or its moisture content. Externally and Ihmsmlly Tlreeded Standard FastIII and shall conform with AN51 1ASME B 182.1, Square and Hex Bolls and Scrams (Inch Series). Washers Shall be used under all bolt heads and ruts bearing on ood. Nut shall be hex cuts 5_ and shall oanrorm to ANSI / ASME 01822. Square and Hex Nut, Machine tithe shall be installed IV accordance With the Following Machine Boiling car ind atcomoi Hole 5deduls, Bolt Diameter Hole "Frouch Wood 1/4 Iran T/32 Inch 3/8 Inch 13/32 Inch la Inch 9/16 Inch 5/5 Inch fli Inch 3/4 Inch 13/16 Inch 1/8 Inch T5A6 inch I I Inch IAS Turbines 6. Lag suawa shall conform with ANSI /AST B 183,I5tkaro and Hal Belts and Serene (Inch Saleel Lead holes Shall bs teed prior to Installation for the Nil length of the lag bolt. Mrs Proodad portion of the leg bolt Shall be Irtarad In Its lead hole by turning with a wrench, not dy driving With a hammer. Soap or other lubricant Shall be uead on the $crews Or In the lead hole to facllllale Insertion and prevent damage to Screw. In deerdl the penetration of the threaded portion of legg Screw Into a member, the reduced portion (treaded or ehri point) of Use and $Nil not be considered as part of the penetration. Washers "it be used urde all leg bolt heads and nut bearing on wood. Lae bolt Nall be Imtallad In accordance with the following: "a car ind atcomoi Bolt Diameter Holds For Untlreaded Shank Hole For I Threaded Shark 1/4 Iran 1/4 Inch 5/32 inch 3 /81nch 3/8 Inch 15/641nh la Inch 14 Inch 1 5/16 Inch 5/8 inch 5/8 can 1 13/32 Inch 3/4 Inch 3/4 Inch I la Trial 1/8 in 1/8 Inch 39/-A inch Inch Ilnch 23/321nan 1. Round washes shall be ANSI/ASME B 18.221, Plain Waslhaa. Square washers shall be OF mild steel. Washes shall be used under all bolt heeds and nuts bearing on wood. Mad9ne bolts shi be Installed In accordance with the following: WwAbr sdheci t Diameter Inside Did e r Outside CIA < r Thickness Aare Two loci were Was 11IFT(Ohni 114 inch Panel Grade 5/16 Inch 3/4 hot 1/16 Inch Standard Aor CO 3/8 inch lA6 Inch I Inch 5/64 Inch Iiii Retell Sheathing or 3/ In Inch 9/16 Inch - 3/81nch 5/64 Inch 2 Inch 3/16 Inds 5/e inch IIA6 Inch 1 -3/4 Inch 9/64 Inch 1 -Ia Inch I/4 Inch 314 Irhbh 5A6 WEST 2 Inch 5/32 Inch 2 -3/4 Inch 546 Inch 7/8 Inch ei Inch 2 -1/4 inch TT/64 Inch 3 inch 5/Ib Ir Jh I inch 11 /I6 inches 1 -Ia inch II /64 Inch 3 -1/2 Inch 3/8 Inch 8. Screws for Attachment of wood shout to Steel 0100 Inch and Nicker SNIT be one of the fouowmg. Contractor than select the point style and size as appropriate For Ne materials being faatened. Fasteners when Installed $hall Firmly camp material together. Alternatives may ad wed only with specific approval of the Structural eneinaa, ana onlyy upon tut itwl of a Ustirj of products and sizes to be substituted. $crowd Al Nf be self- drilling and tapping. a) HIIU brand wood to metal Screws, HII[( Inc. Tulsa, Oklahoma. b) ITW Bulldez Teke1 or Traxx] screws, ITW Bulldaz, Itasca, Illinois. e, Hardened pneumatic calls for attachment of wood Sheathing to cold - formal shest Steel Hbll be one of the following. Fasteners when Installed Noll firmly clamp materials together. Alternatives may be used only with specNC approval or the Structural Er:ginear, and only upon aubmlttal of a Ilstng of products and Sizes to be substituted. a) ET -500 0.100 Train diameter hardened steal pint, ETAS Fastening 59stme, Inc., Solon, Chlo, E) U -nopuh 0.100 Inch diameter hardened Steel pins, AeroamiN, Inc. Phoenix, Arizona. Wdi product panels (plywood, composite panels, wafer board, oriented strand ha board, structural particle board) shall as In with US. Product Standard P6 I, Construction and Industrial Plywood or shall conform with Ua. Product Standard PE 2, f rm n Standard f Panels as noted below. A grade mark Indicating conformance to the appropriate standard Shan be affixed to the material byy an independent grading agency. Grading shall be performed by the APA - Tb Engineered (Wood Associatlon, Tacoma, Washington, (IAS report AA -6490, Or by TONS Corp, Cottge Grove, Wisconsin (IAS report AA -652), G by Taco, Sunprpiro Wlscorolry (IAS report AA -aii Panels wlxch may have an edge or surface permanently exposed to the weather or to moisture Shall have An exposure durabAhly of Exterior Grade, except that roof ardaw log exposed only on the underside need only be Exposure I. The spacing In Inches or roof and Floor supports over which parole are applied shall not exceed the span Rating of the panels. The number of ply and layers shall be at least that given below. Alternative grades, thickness, Indices, Species and gmdl g agencies m n�be uses OTIS with spotlit approval or the Structural Ben , and only up Submittal or a listing of emdee, thickness, indices, Species, And grading agencies to be substituted. 06181 GLUED LAMINATED TIMBER: eBAI 0I -30 -08 I. Conventlonelly aizad glued- laminated lhrbera: material&, manufacture, fabrication, and q 0 jil g control chill conform with AJJSI /AITC A 1901, Structural] Glued- Lamimted Timber. 2, Conventionally eizsd glmd- laminated timbers Shall be Alaska Yellow Cedar species and provide stress values that most Or exceed the requirements for combination 2011 13 3. Moisture content At time of glued- Idmimled umber fabrlcaton $NII not exceed 16 %. 4, Adhesives arall meet that requirements for wet condition of service 5, Gluad - laminated th dar members shall tech be marked or aNll each hays a Cali of IrepeCtlon Indicating conformance to the Specificatio s. The Stamp or Certificate of Inspection si be Issued by the American Institute and Timber Construction, Englewood, Colorado , American Institute and orbs construction, cantsmial Colorado, (IAS report AA -670), or by PF$ Corp, Cottage Grove, Wisconsin (IAS report AA -651), or by Timber Products Inspection, Vancouver, Washington, (IAS report AA -664), or by APA -The Engieersd Load Products Association TACma, Washington, (IAS, report AA -6493, A copy of the certricats Nall be provided to the Building Official prior to anaction of the Framing and to the Architect and Structural Engineer, 61 Camber Strait be ere noted on the Construction Documan 6. If rot noted, conventionally Fuzed glued- laminated Unbar camber shall do a Standard camber of 3500 plus or minus 1/4" for beams up to 10 feet long and 3/8" for beams 20 to 40 rest long, UNUEKUKUUNU JEKVIUE ALEK I 14 g°tlaCH ear Fuze ytTa SAN ELIJO JOINT POWERS Qaores , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: NS faxn (714) B v219 AUTHORITY Tau Ivse) zTe -Tae& 4 GROW ,,n- amen: qm) efe-ezm �' 31591 Camino Capistrano CA \, fv��, Email San )Wan Capistrano, CA 92615 0812111 /taLJ 811 C8N3ULT NG SNG Nd8 5 * waw.R Mdeslg g a p. tam R, J M °` 1 / 0 (J Br 'n ///UCTo xQ [949] 4932fi90 fax TWO WORKING DAYS ANA11#2110 hz SIGN DATE q %f Ul CAltt [949]49 &2600 phone SIGN DATE SIGN DATE BY: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. YOlmtry APPROVED DATE BENCHMARK SCALE DESCRIPTION: 000019 LOCATION: SEE SHEET 60.1 RECORDFROM: COUNTY OF SAN DIEGO ELEVATION: 215640 DATUM: NGVD29 HORIZONTAL VERTICAL Product Panel Grade Ply 4 exposure Exposue Ilse Standard Aor CO a a urabilit Roof sht'g: P$ I, P$ 2 Iiii Retell Sheathing or 3/ ExpoSre I en 06181 GLUED LAMINATED TIMBER: eBAI 0I -30 -08 I. Conventlonelly aizad glued- laminated lhrbera: material&, manufacture, fabrication, and q 0 jil g control chill conform with AJJSI /AITC A 1901, Structural] Glued- Lamimted Timber. 2, Conventionally eizsd glmd- laminated timbers Shall be Alaska Yellow Cedar species and provide stress values that most Or exceed the requirements for combination 2011 13 3. Moisture content At time of glued- Idmimled umber fabrlcaton $NII not exceed 16 %. 4, Adhesives arall meet that requirements for wet condition of service 5, Gluad - laminated th dar members shall tech be marked or aNll each hays a Cali of IrepeCtlon Indicating conformance to the Specificatio s. The Stamp or Certificate of Inspection si be Issued by the American Institute and Timber Construction, Englewood, Colorado , American Institute and orbs construction, cantsmial Colorado, (IAS report AA -670), or by PF$ Corp, Cottage Grove, Wisconsin (IAS report AA -651), or by Timber Products Inspection, Vancouver, Washington, (IAS report AA -664), or by APA -The Engieersd Load Products Association TACma, Washington, (IAS, report AA -6493, A copy of the certricats Nall be provided to the Building Official prior to anaction of the Framing and to the Architect and Structural Engineer, 61 Camber Strait be ere noted on the Construction Documan 6. If rot noted, conventionally Fuzed glued- laminated Unbar camber shall do a Standard camber of 3500 plus or minus 1/4" for beams up to 10 feet long and 3/8" for beams 20 to 40 rest long, UNUEKUKUUNU JEKVIUE ALEK I 14 g°tlaCH ear Fuze ytTa SAN ELIJO JOINT POWERS Qaores , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: NS faxn (714) B v219 AUTHORITY Tau Ivse) zTe -Tae& 4 GROW ,,n- amen: qm) efe-ezm �' 31591 Camino Capistrano CA \, fv��, Email San )Wan Capistrano, CA 92615 0812111 /taLJ 811 C8N3ULT NG SNG Nd8 5 * waw.R Mdeslg g a p. tam R, J M °` 1 / 0 (J Br 'n ///UCTo xQ [949] 4932fi90 fax TWO WORKING DAYS ANA11#2110 hz SIGN DATE q %f Ul CAltt [949]49 &2600 phone SIGN DATE SIGN DATE BY: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: 000019 LOCATION: SEE SHEET 60.1 RECORDFROM: COUNTY OF SAN DIEGO ELEVATION: 215640 DATUM: NGVD29 HORIZONTAL VERTICAL PLANS PREPAR D UNDER SUPERVISION OF DATE: APRIL 9. M12 LICENSE NO,: S -282] MOSTAFAOLOUMIS.E. EXP.: 091312113 PARK ND RECREATION APPROVALS REC APh� UVE -- : JOHN FRENKEN BY: LISA RUDLOFF DATE DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ENCINITAS COMMUNITY PARK STRUCTURAL NOTES & SPECIFICATIONS SN2 DRAWING NO. 10630 -G SHEET 490E 105 PLANNINGCASENO: 04-197 MUP /DRICDPIEIA �O 'I`1m q MI W X m rv� d N hQ10 ISam<" =MUC^h �oaow oemmm Q.Dd Z R g g 6 0 F O n F E 0 O a 0 z o SOUTH RESTROOM LOWER FOUNDATION PLAN SCALE: 1/4' = F -O.. NOTE. I. SEE SHEET SNI AND SN2 FOR STRUCTURAL NOTES AND SPECIFICATIONS. 2. SEE SHEET SDI FOR TYPICAL DETAILS rEP UNUtKUKUUNU JtKVR:t ALtK I 14 MONARCH MY In 2 A41e SAN ELIJO JOINT POWERS Qaor ES , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. ML: POINT, CA. 055 vQC� pfo f ® �� M, (wc) RM -7oee AUTHORITY y �n— rex: 17141 eoe -eam 1 31591 Camino Capiarano \, f�[v/F,,, j, \///���yn a Hm.W m.11m.e.o..°w A San,wn Caplslrano. CA 92675 / J(!�a' -4z_J 811 CONSULTING 8NC 8S8% * f wm].RJMdeslgngm p.com R,J M°` / (((JJJ si '7f//UCTU �Q [949] 49: hx TWO WORKING DAYS KOTIMTP. mW2 SIGN DATE 'tf or CAL1� [940]493-2600 phone SIGN DATE SIGN DATE BV: GREG SHIELDS GATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK SCALE PARK ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPAR D UNDER SUPERVISION OF DESCRIPTION: OCCO19 REC APPS EVE LOCATION: SEE SHEET 00.1 HORIZONTAL DATE: APRIL 9. M12 ENCINITAS COMMUNITY PARK 4z 1� LICENSE NO.: S -282] : JOHN FRENKEN BY: LISA RUDLOFF 10630 -G Ell RECORDFROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION:: 215.640 DATUM: NGVD29 MOSTAFA OLOUMI S.E. EXP.: DOW13 DATE DATE SOUTH RESTROOM LOWER FOUNDATION PLAN S1.0 SHEET SO OF 105 PLANNINGCASENO: 04 -197 MUP /DRICDPIEIA MA W x m a� N 15 O Wdw6 wTQry itOUp^� �od°w Qemmi ¢.Da E R °a c a 6 0 0 n m O a M 0 z - - - - - -- I 3 � Women Men SD2 TTP. SD3 IL —_— J L— 12' THICK SLN WA R, BARS AT 12" OL, EAW AT L. — — — — _ _ — J SD3 L' TOP AND BOTTOM TYP. 34 OVER 2' SAND SD3 i OVER 4' CRUSHED GRAVEL 39 SD4 TYP AT ELL � D3 Plumbing Chase II I I I INTERSECTION T — — — — INTERSECTION H Secondary Electrical Room H �� - - -T L I HEADER IL eSDI 12" THICK STRUCTURAL SLAB. WA Y AT 9" 00. EAW IN SOTTOt LAYER AND Z AT 9" O.C. E/W IN UPPER LAYER REFER TO IN SDI -34,0 -S1. SOUTH RESTROOM UPPER FOUNDATION PLAN SCALE. 1/4" = 1' -O" NOTE. I. SEE SHEET SNI AND END FOR STRUCTURAL NOTES AND SPECIFICATIONS, 3. SEE SHEET SDI FOR TYPICAL DETAILS UNUEKUKUUINU SEKVIUh AUER I aoxnnon MY Pura 04" SAN ELIJO JOINT POWERS eROTES , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. %. Po14T, u. ozsae ref: (Kai a4s -,oar AUTHORITY ePA%: (414) 909 -BE19 T 31591 Camino Capistrano \, t �i nuon)&o o.nA San Joan Capistrano, CA 92675 R MOEMM 811 CONSULTLYC 6NC7NSf% f µ x .RJMdealgngroop.com 6loIIP nosweszlm st'tStAUCTU0.P`'��p [949]493.2690/ax TWO WORKING DAYS nor onTe romlz SIGN DATE F07 CA1�EOR [949]d93 -2000 pMrm SIGN DATE SIGN DATE BV: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPAR D UNDER SUPERVISION OF PARK ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 REC Af'�P LOCATION: SEE SHEET C0.1 HORIZONTAL DATE: APRIL 9, 2012 - a� ENCINITAS COMMUNITY PARK LICENSE NO.: 5 -2827 :JOHN FRENKEN BY: LISA RUOLOFF 10630 -G RECORDFROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION:: 215.640 DATUM: NGVD29 MOSTAFA OLOUMI S.E. EXP.: OMW13 DATE DATE SOUTH RESTROOM UPPER FOUNDATION PLAN S2.0 SHEET 51 OF 705 PLANNINGCASENO: 04 -197 MUP /DRICDPIEIA MI IZ r X 6 m a� 4! O WD Wui a U0 Z oe `i ¢ oa Z R 8 8 6 0 0 n 0 Z in in o I 3 4 T T SO��LO.k 2 i�( LOS, �3 D2 C IO a 0 0 10 10 SD2 SD2 SD2 9D2 NORTH AND SOUTH RESTROOM CLERESTORY HIGH ROOF FRAMING PLAN SCALE: 114" . 1' -O" NORTH AND SOUTH RESTROOM LOW ROOF FRAMING PLAN ekes)¢ MAI 16CMMMEE: a oo-voe van I. aveath Salle to resist racking forces In accordance w6h the following: Note: W'en an aeteriaRt* FRAMING accompanists He Kaar wall m mg prior LENGTH menu apply TTFfPP✓��� AH tawrt any ac{lacent framing. Sols Minimum Framin Bole. Plates Mark gheathing a Stus et Plate Aral Faetaning P00,75 l Fatleeng Bolting (2)l3),(5)d6) �� a Jd nt IE3 PLF MIKE, Is 510 (1)(6)5) or SI b 9 15/32" Woos product 2-2X 2X 2X 2X led Snker 5/8" Cite. 260 marked on �I E-.MI2 Nlls arcirror one Aide, nails at 6" 04. at at 4" oz. voll at Panel edges 32" oc at 12" OG. at field C IO a 0 0 10 10 SD2 SD2 SD2 9D2 NORTH AND SOUTH RESTROOM CLERESTORY HIGH ROOF FRAMING PLAN SCALE: 114" . 1' -O" NORTH AND SOUTH RESTROOM LOW ROOF FRAMING PLAN ekes)¢ MAI 16CMMMEE: a oo-voe van I. aveath Salle to resist racking forces In accordance w6h the following: Note: W'en an aeteriaRt* FRAMING accompanists He Kaar wall m mg prior LENGTH menu apply TTFfPP✓��� AH tawrt any ac{lacent framing. Sols Minimum Framin Bole. Plates Mark gheathing a Stus et Plate Aral Faetaning P00,75 l Fatleeng Bolting (2)l3),(5)d6) �� a Jd nt Flee PLF n blk' 510 (1)(6)5) or SI b 9 15/32" Woos product 2-2X 2X 2X 2X led Snker 5/8" Cite. 260 marked on panel W/ IOd common Nlls arcirror one Aide, nails at 6" 04. at at 4" oz. voll at Panel edges 32" oc at 12" OG. at field 10 15/32" wood product 2 -2X 2X 2X 2X led Snker 5/8" dla. 350 marker on panel W/ IOd common MMIS arcipar ons Side, nalle at 4" 04. at at 3" 04. bolts at panel edges 24" oc at 12" oz. at field II 15/32" Wood product 2 -2X 3X 2X 2X led Sinker 50" ale. 440 marked on panel W /IOd common Nang at erchor ore aide. nails at 3" oc. at 2 -1/2" oz, bolts at panel sags$ stage. or W, x at 12" oz. at field (4) 'WP LL154 -5 II 15/32" Wood product 24X 3X 2X 3X Simpson 3/4" did. 880 marked on panel W /1041 common SDS nchor otin aides nails at V, oz. at 1/4 "X4 -I/1" bolts at Panel edges Sanews 16" oc at 12" o.c. at Field (4) Hit 3" 04. 12 15/32" product 2 -2X 3X 2X 3X Snker 3/4" die. 640 marked on = panel W /IOd common na Hs rarzr ono aids, ally at 2" oc. at at 2" OL. Olt$ at panel edges Stagg. or 24" oc at 12" oz. at field (4) USP W54 -5 R 15/32" Wood product 2 -2X 3X 2X 3X Simpson 314" ale. 1280 marked on panel W/ IOd common SDS rci oth sides nails at 2" oc. at I/4 "X4 -I/2" cite at panel odes$ Some R" x at 12" o<. at yield (4) at 3" oz. or IISP W54 -5 13 15/32" Structural1 2 -2X 3X 2X 3X Simpson 314" a(a, 110 marked on Ubod product panel SDS ri h one aide. W/ cal acmmon Falls I/4 "X4 -I/2" cite at at 2" o.c. at panel Scrawe 16" x edges at 12" o.c. at 4" oz. at Field (4) LSI W54 -5 13 15/32" 5tructural1 2 -2X 3X 2X 3X Simpson 314" ale. 1540 marked on Ubod product panel SDS erzi oth sides X cal acmmon Falls I/4 "X4 -I/2" Folts at at T' o.c. at panel Screws 0" cc edges at 12" o.c. at 2 -1/2" o.c al field l4> (1) Breathing (U Fern to to 'cifoat As pan of required fastener penetration. (2) Refer to I[ be 1055 for plywood grading are permitted alternatives. and (3) Sheets e: minimum be not lees than 4 feet by 5 feet except at bounaeFlee and changes wta a Hie minimum eima,eion eha11 be 24 inches. (4) Stagger si er Inch (5) Specs fe Sped a nS closer then I-1l1 Inch Over " 43 Inch line of feateners, the average spacing ins r q r pl least as close as Hat given. (6) $are (Ramer) nails may 1/4" ore Sinker Falls. (V Screws are Simpson SDSI /4" Or USE WSI /4" diameter. L Rcor Sinew ire: 15/32' wood product panels. Span index sMll be 32/16. Orientation Blau be with face grain perpendicular to support. Provide minimum 3x blocking at all unsupported edges. Crickets and mUcellaneous framing to overlay plywood sheathing. Nall sheathing as follows: a) ®locked roof slneti nails ahall per Sol common nails at 4 Indve 00 along all boundaries and edgers and 12 Inches OC In VAd. Frovide minimum 3x blo l0i Alternate straps may not be used for blocked portions of Ue roof. 2. Pastanine of roof ar sat ing shall be Mapacted by Hie Building Official prior to conceaknee. G"RAL PLATT WMk WIN MAN O1Vo-e4 -oolul BAI NT $nEPLAN I. All work not destalled, specified or noted Shall be constructed Hits same as similar w um ark Noun In lYe Cars ruction doce A Ukma LLe work la no < datailadI ipecined Or noted it Kull be In accordance with accepted trade standards for good and workmanship like construction. 2. Rafe to Architectural landscape and civil drawings For additional information. 3. All dimensions on the structural drawings Kell be compared with Unease on the architectural lardscapre and civil drawin535 by tiro Contractor prior to conetructton. Ter Contractor "It notlry the Structural Engineer or eacrepa naTes, NOTE: I. SEE SHEET SNI AND SN2 FOR STpJCTHRAL NOTES AND SPECIFICATIONS. 2, SEE SHEET 501 4 505 FOR TYPICAL DETAILS UNUtKUKUUNU JtKVIGt ALtK I 14 MONARCH MY PIAAA A476 SAN ELIJO JOINT POWERS aaor ES , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. DAN& POINT. CA. sense vQC� pop f ® YDS eel.: (e4e) ex -7see AUTHORITY y �n— reX: 1714) eon -stem 1 31591 Camino Capistrano \tilt F f� j, \///���ryT r Hm.W m.11eaeare. °.t A San Joan Capistrano, CA926]6 / J(l9S�a' -4z _J 811 CONSULTING 8TJ S8 5 * * [94e.R93- 2699n9re p.com R,J M° ` / (((JJJ si 'T ///UCTU0.P� vv [949] 493-2690 hx TWO WORKING DAYS fmTMTP.mWe SIGN DATE 'tf OI CALtU [949] 493-2600 phone SIGN DATE SIGN DATE BY: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PARK ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPAR D UNDER SUPERVISION OF DESCRIPTION: OCCO19 REC APPS JVE LOCATION: SEE SHEET 00.1 HORIZONTAL DATE: APRIL 9. M12 ENCINITAS COMMUNITY PARK LICENSE NO.: S -282] : JOHN FRENKEN BV: LISA RUDLOFF 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION:: 215.640 DATUM: NGVD29 MOSTAFA OLOUMI S.E. EXP.: 09/30113 DATE DATE NORTH AND SOUTH RESTROOM ROOF FRAMING PLANSS3. SHEET 520E 105 PLANNINGCASENO: 04 -197 MUP /DRICDPIEIA MI IZ X 6 ry m � N O Wd�r� W TQry itOUO^r V odow oe `mm ¢.Da a R °a a 0 0 n m O a M U z M. 1 xa. Nab A-m. uA. ++ +. A nn. B xL E ux D rvA. ea. xA. 33 SD3 I 7— L — — — — — — 1 r -------- r — 1 — — — — — I I I Women j ws Men I I T r L — B 33 SD3 A � -- -- III -- - - -1�� 31 T 3 I Numbing Chase i - - - -- -- -- S"TNICKSLABS' EA DIE AT MI 04 BARS L B O.O. E S MID NT. OF ND TNIGKNE99 31 OVER Y' SAND SDI OVER 10 HILL VAPOR BARRIER SD3 OVER 4" GR09HED GRAVEL INTERSECTION Secon ary I I 33 _ Electrical Room to NL - - -1 - - - - - -- - -- -------- - -- - -- S ELEVATION S SDI TYP, 9DI 33 SD3 INTERSECTION A B D W s D rvA. *3. NAI N3. NORTH RESTROOM FOUNDATION PLAN SCALE. 1/4" . 1' -0" NOTE: I. SEE SHEET SNI AND END FOR STRUCTURAL NOTES AND SPECIFICATIONS, 3. SEE SHEET SDI FOR TYPICAL DETAILS UNUEKUKUUINU SEKVIUh ALEK I aoxnncx Per Pura 04" SAN ELIJO JOINT POWERS QROTES , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. %. Foram, 14) u. ozsae re� (Kai 276 -,oar AUTHORITY ePA%: (414) POB -lEaO T 31591 Camino Capistrano \, t �i nuon)&o o.nA San Joan Capistrano, CA 92675 R MOEMM 811 CONSULTLYC RNC7NSCR8 * { a .RJMdeslgngmop.com 6loIIP nosweszlm 'AI,FtS2AUCTU0.P���p [949]493.2690/ax TWO WORKING DAYS nor onTe romiz SIGN DATE F07 CA1�EOR [949]d93 -2000 pMrm SIGN DATE SIGN DATE BV: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPAR D UNDER SUPERVISION OF PARK ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 REC LOCATION: SEE SHEET G0.1 HORIZONTAL DATE: APRIL 9, 2012 - a� ENCINITAS COMMUNITY PARK LICENSE NO.: 5 -2827 :JOHN FRENKEN BY: LISA RUOLOFF 10630 -G RECORDFROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION:: 215.640 DATUM: NGVD29 MOSTAFA OLOUMI S.E. EXP.: 09/30113 DATE DATE NORTH RESTROOM FOUNDATION PLAN S4.0 SHEET 530E 705 PLANNINGCASENO: 04 -197 MUP /DRICDPIEIA N ob X 6 m aaI 4O w a U0 Z oe `i ¢ oa a S f 0 O n O a 0 > i4 w z ry PANEL BOUNDARY AND BOUNDARY NAILING IBNJ AT 4' OP OR AS NOTE ON PLANS �ZCI�RY]I.ii SHEATHING 1 -1/2" THICK TNG DECKING 50ARD6 FRAMING DISCONTINUOUS PANEL EDGE, EDGE NAILING (EN.) 4" DO, OR AS NOTE ON PLANS FIELD NAILING IFNJ AT 12" DO �DIFI#CTION OF FACE GRAIN PERID PERPENDICULAR TO SUPPORT CONTINUOUS PANEL EDGE, EDGE NAILS A ORE OR NOTE ON PLANS, EDGE SHALL OCCUR OVER 11J Ibd NAILS AT 2X4 DECKING BOARDS DECKING ENDS OF DECKING BOARDS (3) Ibd NAILS AT 2X6 SHALL OCCUR AT FRAMING DECKING DECKING BOARD NDl!• RAMING I. OCCASIONAL CONDITIONS WILL CAUSE UI'JOD SPLITTING, SHOULD THIS OCCUR NOTIFY NAILS S ENGINEER 2, SHEATHING NAILS SHALL BE 8d COMMON NAILS 3, STAGGER NAILS THAT ARE SPACED LESS THEN 3" OG 4. MIN, SIZE SHEET SHALL BE 1ft, X 5, NAILS SHALL L BE DRIVEN TIGHT BUT SH SHALL NOT FRACTURE SURFACE OF SHEATHING 6. TOLERANCE ON NAILING SHALL BE :T' WITH THE AVERAGE NAIL SPACING OVER ANY 4 FOOT LENGTH BEING AT LEAST THAT NOTED ON THE RAN. OVER $HT'G LAYOUT DECKING m�:� I 11 NM TOP OF BLOCK BAR SIZE LAP SRICE WALL NOT SHOWN TRANSVERSE BAR AT BEND, •4 21" TO MATCH SIZE 6 BOTTOM 5 34" STEEL, TYP. 5 4l" FINISH GRADE IT OF F, 4' -O" $a 4z INTERSECTION HOOK AT END DETAIL MASONRY WALL LINTEL SCHEDULE STEPPED BLOCKSTEM P`X 12 ICONTROL JOINT TOOLED OR SAIICUT CONTROL JOINT, CJ CONCRETE SLAB W/ REINF, INDUCED CRACK NOTE: TOOLING OR SAW CUT SHALL BE MADE SAME DAY AS POUR xR0,"" 10 O; wE LINTEL REINF SCHEDULE OPENING DIM. REINF ,y, -p:: ■II�■wwwlwwlwlww■�wwll 5' -I" TO T' -O" l2) 5 25 ABOUT WORM BAR 56 - SEE MASONRY LINTEL JAMB RE1NF, (2) 5 SCHEDULE FOR Full MIµ UNO 5 19mn 9 22mm 9TD °A HOOK OTHER BAR 14 19 HORIZ LAP YNy t I I ■I llwwwl 00 5 5 125 ww■ Ld TOP BAR �w 19 lwwl 43 62 �wri 80 WIT BARS SHOWN THUS FOUNDATIONBAR 125 OTHER BAR 12 15 21 33 48 55 62 NORMAL WEIGHT CONCRETE % Pc .3500 TOP BAR 11 23 43 51 15 56 % � _ _ _ ■Ilnwwwl�� OTHER BAR 13 B 33 40 MIN 66 I �w1 $11� � ■Illwwwll Pb.1. Ld TOP BAR 13 B Ilwl 40 Iww■ 66 14 ■II�■wwwl: 115 OTHER BAR 12 14 lwll Ilwl I�wwl 44 51 51 >1 ■Illwwwll A) IN COLUMNS OR BEAMS WITH TIES OR STIRRUPS FOR THE FULL LENGTH 69 r'c • 4000 „La, TOP BAR Iww■ 21 40 ■ ■■wwwl SO 90 1wl! OTHER BAR I 1 i1ww1 31 31 I■IllwC 62 69 = == = =! Iww■ 11 I6 31 31 54 =d 69 11 ■II N■www OTHER BAR 11 13 14 ►11=w1 42 El 53 11ww1 65 83 ■I Ilwwwl TOP BAR 15 20 38 `�ifii 66 16 Iw 94 I ww■ 132 OTHER BAR ■II1l11111MEEN I6 19 35 51 58 1EM1 13 00 X11 Pb.l. 11 = =1 I6 19 35 51 58 65 13 INTERSECTION HOOK AT END DETAIL MASONRY WALL LINTEL SCHEDULE STEPPED BLOCKSTEM P`X 12 ICONTROL JOINT TOOLED OR SAIICUT CONTROL JOINT, CJ CONCRETE SLAB W/ REINF, INDUCED CRACK NOTE: TOOLING OR SAW CUT SHALL BE MADE SAME DAY AS POUR xR0,"" 10 O; wE LINTEL REINF SCHEDULE OPENING DIM. REINF ,y, -p:: l2) 9 5' -I" TO T' -O" l2) 5 25 ABOUT WORM BAR WHERE EXTENSION IS NOT DIMENSION POSSIBLE, EXTEND BARE f'c •3000 AS FAR AS POSSIBLE + TOP BAR PROVIDE 9O STD. HOOK 25 ABOUT WORM BAR 56 - SEE MASONRY LINTEL JAMB RE1NF, (2) 5 SCHEDULE FOR Full MIµ UNO 5 19mn 9 22mm 9TD °A HOOK OTHER BAR 14 19 HORIZ LAP YNy t I SPLICE MI•I ! I �I r 1 `dill i J JIB J� 1, SPLICE a d • s IMAGINARY POINT OF REFERENCE ABOVE) BOTTOM OF EXCAYATION FOOTING EC FACE OF ( DD 1 BAR SIZE MATERIAL DIMENSION 9 •4 5 F -I 'b 9 •10 91 99 IOm 13,., 16m ISm 22m 25m 29m 32m 36m 43m f'c •3000 "Le° TOP BAR 19 25 46 56 81 93 104 7 5 19mn 9 22mm 162 OTHER BAR 14 19 36 43 62 11 00 5 5 125 Pb.1. Ld TOP BAR 14 19 36 43 62 11 80 WIT BARS SHOWN THUS FOUNDATIONBAR 125 OTHER BAR 12 15 21 33 48 55 62 NORMAL WEIGHT CONCRETE % Pc .3500 TOP BAR 11 23 43 51 15 56 % 150 OTHER BAR 13 B 33 40 58 66 14 $11� 115 Pb.1. Ld TOP BAR 13 B 33 40 58 66 14 115 OTHER BAR 12 14 25 30 44 51 51 A) IN COLUMNS OR BEAMS WITH TIES OR STIRRUPS FOR THE FULL LENGTH 69 r'c • 4000 „La, TOP BAR I6 21 40 48 10 SO 90 140 OTHER BAR 12 I6 31 31 54 62 69 108 Pbl d" TOP BAR 11 I6 31 31 54 62 69 11 85 IOB OTHER BAR 11 13 14 ZB 42 41 53 59 65 83 f'c •4500 TOP BAR 15 20 38 45 66 16 85 94 104 132 OTHER BAR 11 I6 19 35 51 58 65 13 00 102 Pb.l. Ld TOP BAR 11 I6 19 35 51 58 65 13 80 102 OTHER BAR 11 11 22 21 39 4b 50 56 61 18 MIN. TYP. WALL REINF. SCHEDULE (UNLESS NOTED OTHERWISE ON PLAN) WALL THK. HORIZ. " U LJ LJ ' LJ LJ 8" l�J 5 AT 32" 00, 10" NOTM 5 AT 24" O.C. 7 5 19mn 9 22mm 4 -1/2" 5 -I/4" MIN, LAP SPLICE LENGTH SCHEDULE 3" 3 -Il2" BAR SIZE 5 04 5 5 1 5 5 90 I. CONCRETE SPLICE LENGTHS SHOWN IN THE SCHEDULE ABOVE ARE IN 0 F 24 30 36 42 48 24" 2. WIT BARS SHOWN THUS FOUNDATIONBAR ACCORDANCE WITH ACI 318 -08 AND CORRESPOND TO BARS EMBEDDED IN v O 3, WHERE LAPPING OF HOOC BARS REINF, PER PLAN OF FAIR FWtIe sE TO FAR SIDE OF FOOTING MIN NORMAL WEIGHT CONCRETE - 5 VERY. IN 2 -5 MIN. AT CORIJERE l4JD PROVIDE 901 2. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS INTERSECTIONS TYP STANDARD HOOK ARE NOT SPECIFICALLY DETAILED AND DIMENSIONED ON THE DRAWINGS OR • AT END OF Fai IN OTHER DETAILS. 3, THIS SCHEDULE IS APPLICABLE TO ONE OR THE OTHER OF THE FOLLOWING CORNER INTERSECTION END TWO CONDITIONS: A) IN COLUMNS OR BEAMS WITH TIES OR STIRRUPS FOR THE FULL LENGTH NOTE: SEPARATE GARNER BARS MAY BE USED IF CONDITIONS RE W IRE. OF THE SPLICE WHERE; CLEAR SPACING IS AT LEAST THE BAR MIN. TYP. WALL REINF. SCHEDULE (UNLESS NOTED OTHERWISE ON PLAN) WALL THK. HORIZ. vERT. 6" 04 AT 32" O.C. 04 AT 32" O.C. 8" 5 AT 32" 00. 5 AT 32" 00, 10" 5 AT 32" O.C. 5 AT 24" O.C. 2 -IQ" 2 -1/211 5 19mn 9 22mm 4 -1/2" 5 -I/4" MIN, LAP SPLICE LENGTH SCHEDULE 3" 3 -Il2" BAR SIZE 5 04 5 5 1 5 5 90 91 L NGTH (INJ18 89" 24 30 36 42 48 54 2. WIT BARS SHOWN THUS • 90 AND 91 REBAR , SHALL BE SPLICED BY MELDING OR COUPLERS ONLY UNO. MASONRY& INTERSECTIONS m ew>woa OL OF WALL �„ Q+ LAP BAR: !U u d. DIAMETER db AND CLEAR COVER IS AT LEAST THE BAR DIAMETER db OR B) IN SLABS, WALLS OR OTHER ELEMENTS WITHOUT TIES, OR STIRRUPS WHERE: CLEAR SPACING IS AT LEAST TWICE THE BAR DIAMETER 2db AND CLEAR COVER IS AT LEAST THE BAR DIAMETER dd 4. TOP REINFORCEMENT IS DEFINED AS HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF FRESH CONCRETE CAST IN THE MEMBER BELOW THE SPLICE LENGTH. "OTHER" REINFORCEMENT INCLUDES ALL VERTICAL BARS FWD OTHER HORIZONTAL BARS. 5. WHERE BARS OF DIFFERENT SIZES ARE USED, SPLICE LENGTH SHALL BE THE LONGER OF DEVELOPMENT LENGTHS OF THE LARGER BAR OR SPLICE LENGTH OF SMALLER BAR 6, LAP SPLICES ARE ASSUMED CLASS B. 1. fy60 "I EXCEPT 03 BARS AND 04 BARS •4Oksl. DEVELOPMENT LENGTH & SPLICE 9 REINFORCEMENT m �;s 6 Cv VIII L1 tr.3 wn, Gurr=%Sii l:r Ll�tr.3 -_'�'I339•= ADDITIONAL BARS WHEN SHOWN ON PLAN, CENTER BARS WITH C OF SUPPORT OR STAGGER IF INDICATED AS OFFSET CL OF COLUMN 2NAL BARS PER RAN BARS EQUALLY • od.4 o • o • ao SLAB REINFORCEMENT CONV 6 OF SPAN OR STA ER IF INDICATED AS OFFSET 4 OF SPAN WHERE UTILITIES PASS BELOW PERIMETER FOUNDATION BACK FILL WITH NATIVE SOILDA CONCRETE FROM FOUNDATION MAINTAIN SOIL AT SIDE OF FOOTNG BOTTOM OF TRENCH OR EXCAVATION SHALL NOT EXTEND BELOW THIS LNE FOUNDATION SLOPING GRADE POINT OF DAYLIGHT IMAGINARY POINT OF REFERENCE (I' -0" ABOVE BOTTOM OF EXCAVATION) A . 10' -O" MIN. NM CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SIDE 6 ALL TRENCHES AND EXCAVATIONS FROM CAVING IN UNTIL ALL BACKFILLING IS COMPLETE. BACKFILL AS Pull BY SOILS REPORT OR CIVIL ENGINEER'S DRAWINGS. BAR SIZE MIN. PIN ITIN S0- HOOK LENGTH MIN. 135 - HOOK LENGTH US METRIC 5 IOlnm 2 -1/4" IOnm 13mm 4_1/2" 2 -1/2" 04 13mm 5 ISM 3" 3 -3/4" b" 1 -IQ" 2 -IQ" 2 -1/211 5 19mn 9 22mm 4 -1/2" 5 -I/4" 9" 10 -I /2" 3" 3 -Il2" 5 25mm 6" 12' 4" 1 D IAN . 80- HOO �ENGTH sT• l YO' II= BAR SIZE METRIC MIN. MIN. 9D' HIN 139' US 5 •4 IOnm 13mm -IQ" 2" 3" 3" 3" 3" 5 0 • • • • Ibmm 2 -IRE" 3 -3/4' 50. HOOK PIN D IA, eTANDa® b• 41DOC 90'HOOK p S PIN'J PM Plry CIA PIN PH DIP 1DIA. TE! • lTllAr TIE BTIIOiF TY1111111�111_ 1911911113111 BAR ]BENDS &HOOKS NAIRll 3 HOOK BAR LAP BARE HOOK BAR AT [AT ENDS INTER6EOTION6 d c d d Ill PER PLAN i I u. _u= __ M!•BLGTId•1. BNAL SA! d MIN PIN MIN. 90- NOOC LENGTH TOP BAR LAP LENGTH BOTTOM BAR LAP LENGTH c ° d % METRIC •4 13M 3" �• • • o • 0 • o • •m • ° 0 • • • • HOOC BAR LAP BARS HOOK BAR AT 3-3/4" 1 -1/2" 51' 39" 5 B mm 4 -IRE:: 9" d '.:a . a - 9 22 mm NO 10 -IRE" 89" I. TOP BARS SHOWN THUS ° 6" 12" 2. WIT BARS SHOWN THUS FOUNDATIONBAR HOOK BARS .Ap 3, WHERE LAPPING OF HOOC BARS REINF, PER PLAN OF FAIR FWtIe sE TO FAR SIDE OF FOOTING AR REINFORCEMENT IS INDICATED PROVIDE LAPS GQNRR DOS AR I Ae ev_�= __ PER DETAIL 3 SDI M1M1 CONCRETE COLUMN 4, 5PACING AND d DIMENSIONS ON GENERAL NDTE• PLANS GOVERN, THIS SPACING AND DIMENSIONS ON SECTION 6HOW5 TYPICAL GENRAL PLANS GOVERN, THIS STEEL PLACEMENT SECTION SHOUAS TYPICAL STEEL PLACEMENT DOUBLE MATT ��°za "00I� 7 BAR 612E MIN PIN MIN. 90- NOOC LENGTH TOP BAR LAP LENGTH BOTTOM BAR LAP LENGTH U9 METRIC •4 13M 3" 5 16 mm 3-3/4" 1 -1/2" 51' 39" 5 B mm 4 -IRE:: 9" 61" 41" 9 22 mm 5 -1/4" 10 -IRE" 89" 68" 5 25 mm 6" 12" 101" 18" FOUNDATIONBAR SPLICE •e�Owt °f °w 000ll J.lc•J5- L,4 N N LG rER 4 UNUtK[iKUUNU bhHVIUt Al mon4PCx Pnr euzn a + >a SAN ELIJO JOINT POWERS QgOiES , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: NS �l 1714q u. 0212E AUTHORITY veN � ' TEL: (040) EPo -'1028 eTO,, P(4) 008-6210 tg2 1 31591 Camino Capistrano no, C �W'�1Oe°"`. °ez San Juan deslarano,CA928]5 R M J({49+Lix4z] 811 tnnau622xa aNCrxaans F www.R93-2699n9roup.com / !J Jl s2AUCTU0.! �pA 19491493. 26911 /ax TWO WORKING DAYS pLOTDAn aso SIGN DATE 9 %F EOQ� 19491493 -2600 phow SIGN DATE SIGN DATE BY: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG (o *0nrt:oaaOlz OF CAL) CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PARK ND RECREATION APPROVALS CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARE D UNDER SUPERVISION OF DESCRIPTION: OC 0019 RE CO LOCATION: SEE SHEET C-0.1 HORIZONTAL DATE: APRIL 9, 2012 a4�'7 _ ENCINITAS COMMUNITY PARK LICENSE NO.: 52827 : JOHN FRENKEN BY: LISA RUDLOFF 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL EXP.: 09130113 DATE DATE ELEVATION: 215.640 DATUM: NGVD29 MosTAFAOLOUMIS.E. STRUCTURAL DETAILS SHEET 540E 105 PLANNING CASE NO: 04-197 MUP /DRICOP /ETA N 0 n v� W TW N aPmOw 8 0W w 'Mm Da 92 ¢�aE 9 8 8 a 6 O n m O a a U z In 91 o UNUhKUKUUINU bt=H IUt ALhK 1 14 uoxnacx B+r mw2n a +TB SAN ELIJO JOINT POWERS 0.R01E5 , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: OFNA (714) CA. 02aad VQ�O al0 (f TEL: (ws) 276-7MB AUTHORITY h ov �y�y eTex: (a +1 uaa-a2ze ] 31591 Camino Capistrano EM em'n`�.zw'°"°' °" San Juan Caplstrano, CA 92675 1(I,IAB /yl'Jl(��� 811 CONSULTIM ENCMEAS a .RJMdeslgngmup.coW R M" ° Jr SIAUCN0.Px' �v 1949] 493.2890 Ox TWO WORKING DAYS oronlexosoaiz SIGN DATE 'tf Ol CALIEOR� 19897493 -2600 phorre SIGN DATE SIGN DATE BV: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPAR D UNDER SUPERVISION OF PARK ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 REC Af'P VE ZZ LOCATION: SEE SHEET C0.1 HORIZONTAL DATE: APRIL 9, 2012 N ENCINITAS COMMUNITY PARK LICENSE NO,: S -2827 : JOHN FRENKEN BV: LISA RUDLOFF 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD29 MOSTAFA OLOUMI S.E. EXP.: OMW13 DATE DATE STRUCTURAL DETAILS SD2.0 SHEET 550E 105 PLANNINGCASENO: 04 -197 MUP /DRICDPIEIA MI W r v� m ca: Wpb �roUp �AOw < 000 On RM ¢,oa STUD WALL PER PLAIN NOTE, NOTE; SHEATHING PER ROOF NOTEi SHEAR WALL WHERE FOR DECKING CONN. FOR DECKING CONN. DIAPHRAGM NOTES FOR DECKING CO-N. OCCURS PER PLAN SEE II/SDIO AND 14/5030 SHEAR WALL WHERE SEE II /SDIO AND 14/SD2.0 SEE II /SDIO AND 14/1 SIMPSON HDU2 OCCURS PER PLAN EDGE NAILING BOUNDARY NAILING PER ROOF RAFTERS PER SHEAR WALL ROOF DIAPHRAGM NOTES 3 -2X SILL NAIL PER FRAMING PLAN SCHEDULE SHEATHING PER ROB 16d'6 AT SAME SPACING AS PRGY SSIVE SHEATHING PER ROOF FENCE PER SHEAR WALL EDGE NAILING BN. ARCHITECTURAL DRAWINGS DIAPHRAGM NOTES AT 6" OL MAX EDGE NAILING PER SHEAR DIAPHRAGM NOTES WALL 5CHEDULE SEE TYPICAL FRAMING BIT TO EA. BLOCK ® SCHEDULE ROOF RAFTERS PER (2) 5 HORIZ. BARS AT TOP SHEATHING PER 3X BLOCKING FRAMING PLAN 8" THICK CONCRETE BLOCK ROOF RAFTERS ROOF DIAPHRAGM NOTES 2X BLOCKING TYP. (2) SIMP80N CEILING JOISTS PER 9-' GROUT SOLID PER FRAMING PLAN Ul/ 16d AT 4" OC STAGG'D. M25D A35'5 AT 24" OC FRAMING PLAN U BN. SHT'G. TO EA. SILK, BOUNDARY NAILING PER ai BOLT ROOF DIAPHRAGM NOTES = FINAL SURFACE ® LAND 3X BLOCKING AT 48" OC SIMPSON! LSTA21 AT AB" OC 6CAPE, LEVEL AT EA, WALL TIE (2) 5 BARS 3x SILL PLATE BdCKFILL PER SOILS ENG. Fu 3X SILL PLATE SIX CONT, AT TOP - = 5 VERT. BARS AT 16" OC °� (2) 5 BARS CCITT. AT TOP CA ROOF RAFTERS PER PLAN (2) 1/2" DIA. ANCHOR BOLTS SOLID BLKG. €j VERT. BARS ROB RAFTERS W/ HANGER VERT. BARE L =10" LONG (T" MN EMBED) \ 5 HORIZ. BARS di 3T' OC AT 0 PER FRAMING AT 6 PLAN A35'9 AT EACH BLOCK ,J2 5/8" DIA. ALL - THREAD ROD BEAM PER - 8" CUT SOLI E BLOCK GROUT SOLID A3S AT EACH BLOCK G SHEAR VERT. BARS WATER PROOF PER W/ 24" MIN EMBEDMENT FRAMING PLAN W/ 5 VERT. BARS AT Ib" OC WALL SCHEDULEER O AT 2- i' ARCHITECTURAL DRAWINGS, 5 HORIZ. BARS di 3Y' OC 30" MIN. LAP BARS BLOCK - SHEAR WALL WHERE NAT. OR COMP. GROUT SOLID OCCURS PER PLAN GRADE PERFORATED PIPE DRAIN DOUBLE NUT W/ 5 VERT, BARS AT IS' a 15 - SEE CIVIL REQUIR 9 NORIZ. BARS AT 33" OC STUD WALL PER PLAN AWNED D AND SOILS �o°z'' :COURSE HOLDOWN �`� 10 DROPPED BEAM m "7 WALL TIE '° 4 SMEAR TRANSFER p° 5� 1 AON eai uo... om e. uo..1300. uo...'oo U POUR (LET SET) �(3) NOTG = 5 BARS CONTINUOUS I. DRAIN PIPE TO FLOW TO DAYLIGHT OR SUMP -PUMP SHEATHING PER ROOF SHEATHING PER ROOF BONN AR `SEE CIVIL DRAWINGS. DIAPHRAGM NOTES SIMPSON LSTA21 AT DIAPHRAGM NOTES SHEATHING PER ROOF T 9 BARS AT IS" OC DOWEL BARS DIAPHRAGM NOTES DIAPHRAGM NOES y MATCH W/ BARS 2. REFER TO SOILS REPORT OR CIVIL DRAWINGS FOR 3X 91" PLATE ROOF RAFTERS PER EACH WALL TIE FULL CEO- FABRIC FILTER AND MEMBRANE. FRAMING PLAN LENGTH OF BLDG, CON', RIM - 4. WALLS SHOULD BE BACK - FILLED WITH FILL APPROVED (2) 5 BARS CONTINUOUS BY GEOTECHNIOAL ENGINEER 3X BLOCKING 5. PROVIDE WATERPROOFING PER ARCHITECT GEO- FABRIC AT 48" a BN. 5 BARE AT 16" OC FILTER MEMBRANE GAS �R ARCHITECTURAL 3" 1 CONCRETE FOOTING CONCRETE SLAB DRAWING (ALT: IF NO GUTS OUR GRAVEL OR CRUSHED 15 PRESENT DIAGONAL 8 3. UPPER BASE ": STONE FILTER CONTAINING RIM JOIST 2X BLOCKING BRACING 15 REQUIRED) LAYER ''�'� NOT MORE THAN 10 BEAM PER C AT 48" OC CLR PERCENT MATERIAL THAT FRAMING PLAN A35'6 AT 24" OC Ibd AT SAME SPACING AS g. -go VAPOR PASSES THRU A NO. 4(4.75 A35 a 24" OL ROOF DIAPHRAGM BARRIER MM) SIEVE, RAFTER BOUNDARY NAILING PLAIN SILL PLATE CEILING JOISTS PER S" BLOCK CENTER R E T FT G �� °' ° 11 W 13 LOLLER BASE PROVIDE MINIHIIH 4" DIA. N FRAMING PLAN EDGE NAILING PER SHEAR . 4' -0" W/ FENCE LEVEL - LEVEL uo.. x+ noes LATER -, L. WALL SCHEDULE - ORFORA��� C N H, W/ PSON d5 ETACH END T3 � ) 1/2" DIA. ANCHOR BOLTS 10" LONG (T" MN EMBED) Ibd AT SAME SPACING AS ROOF DIAPHRAGM 2x6 DECKING bd ®4 OC TO BARB 8' 04JNLRETE BLOCK BOUNDARY NAILING PER ARCH. FRAMING BELOW -TYP. .. .. CCTNT. AT t &41 MINIMUM COVER PER SHEAR SIMPSON MBH A VERT, BARS WALL SCHEDULE BN. SHEATHING I- (BOTTOM) W/ " A.B. TOP AT 6 5GROUT RIZ BAR6�AT 32" CC AT ggOCKING OC BN. - .a DRAM TO BE LO D 8a' D1AX6' AJ3. AT FACE SHEAR WALL WHERE 12 - FLOORBELO OCCURS PER PLAN MM. CONCRETE K 'CONCRETE BLOCK '. -. DRAIN �❑ GROUT SOLID 5 BARS AT 16" NOTE: STUD WALL PER PLAN BOTTOM CP STONE 0" RIZ. C HORIZ. BARS AT 32' OC FOR DECKING CONIN. FILTER MATERIAL MUST CONCRETE SEE II /5010 AND 14/502.0 NOTE: FOUNDATION NOT BE HIGHER FOR DECKING RR PER PLAN ER BOTTOM OF LOWER D 14, SEE II/SDI.O AND 14/SD3A LEVEL WALL DRAINAGE !AIXIDRA 11 DRAG STRUT 3 WAI,]L TIE m� 5 SHEAR TRANSFER �MD al 2 WALL PER PLAN 0 SHEAR WALL WHERE VERIFY LOCATION AND OCCURS PER PLAN STEP WITH ARCHITECT NOTE NOTE: Ibd • 4" OC TO FOR DECKING CONN, 3 -2X SILL NAIL FOR DECKING CONN. FRAMING BELOW - TYP. SEE II /SDIC AND I4/8D10 Ibd'S AT SAME SPACING AS SEE II /9DI0 AND 1 V902.0 PROGRESSIVE FINISH GRADE SHEAR WALL EDGE NAILING AT b" OC MAX EDGE NAILING PER SHEAR BIN, SHEATHING „ CONCRETE SLAB REINFORCEMENT WALL SCHEDULE BN. TO EA. BLOCK BIN, TYP. SHEATHING PER -d ROOF DIAPHRAGM NOTES 2X BLOCKING TYP. SEE TYPICAL FRAMING • BN. TO EA. BLOCK W/ Ibd AT 4" OC STAbr'D. SCHEDULE SIMPSON LSTAIB AT 48" OC ® BN. SHT'G. TO EA. ELK. G. TO d - ` - 91FIP90N SHEATHING PER ROOF _ d ° AT EA, WALL TIE DIAPHRAGM NOTES Z - BEAM PER FRAMING PLAIN BN. L ti 2X OVER FRAMING MATCH DECKING pT VAPOR RETARDER ROOF RAFTERS PER PLAN BASE ROOF RAFTERS W/ PURE HANGER 1 SIMPSON MBHA PER FRAMING (2) 5 BARS AT TOP Al " DIAXIO" AB. AT TOP PLAN A35'6 AT EACH BLOCK ° AND a/f' DIAX6" AB. AT FACE (2)911 N RR PER MAN 2x6 DECKING PER ARCH, NATURAL OR COMPACTED HL 53 W/ RIDGE BOARD ROOF RAFTERS PER W/ 3 -Ibd PER SUPPORT FINISHED GRADE IR" DIA. BOLT 3X SILL PER FRAMING PLAN FRAMING PLAN _ AT 48" OC (ONE SIZE DEEPER MAINTAIN SLAB THICKNESS NOTTE, THAN ROOF RAFTERS SEE DETAIL 5/0D10 FOR 0 BARS (3)112" CIA. ANCHOR BOLTS UNOJ WALL PER PLAN W. MIN l2) 5 BARS AT BOTTOM ALL OTHER INFORMATION. CONTTETOP L.10" LONG (T" MN EMBED) NOTE: CLR vERi. BARS SEE DETAILS FOR Ai 4 e" CONCRETE BLOCK OTHER I ALL OTHER INFORMATION. 11 MRL GROUT SOLID 5 VERB BARE AT I6" OC AS HORIZ. BARS AT 33" OC FOR DECKING CONK. SEE II/6DIp AND 14/602.0 DECKING OVER FRMG. 14 SLAB EDGE �� 12 BEAM CONNECTION %:� �1 9 WALL TIE �� 6 RIDGE BOARD 3 m �.'3;�1 UNUhKUKUUINU bt=H IUt ALhK 1 14 uoxnacx B+r mw2n a +TB SAN ELIJO JOINT POWERS 0.R01E5 , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: OFNA (714) CA. 02aad VQ�O al0 (f TEL: (ws) 276-7MB AUTHORITY h ov �y�y eTex: (a +1 uaa-a2ze ] 31591 Camino Capistrano EM em'n`�.zw'°"°' °" San Juan Caplstrano, CA 92675 1(I,IAB /yl'Jl(��� 811 CONSULTIM ENCMEAS a .RJMdeslgngmup.coW R M" ° Jr SIAUCN0.Px' �v 1949] 493.2890 Ox TWO WORKING DAYS oronlexosoaiz SIGN DATE 'tf Ol CALIEOR� 19897493 -2600 phorre SIGN DATE SIGN DATE BV: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPAR D UNDER SUPERVISION OF PARK ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 REC Af'P VE ZZ LOCATION: SEE SHEET C0.1 HORIZONTAL DATE: APRIL 9, 2012 N ENCINITAS COMMUNITY PARK LICENSE NO,: S -2827 : JOHN FRENKEN BV: LISA RUDLOFF 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD29 MOSTAFA OLOUMI S.E. EXP.: OMW13 DATE DATE STRUCTURAL DETAILS SD2.0 SHEET 550E 105 PLANNINGCASENO: 04 -197 MUP /DRICDPIEIA MI W r v� m ca: Wpb �roUp �AOw < 000 On RM ¢,oa 9 g 6 0 O n I e 0 O iJ 0 O N Z o UNUEKUKUUNU JEKVIUE ALEK I 14 MONAMCH ear e,.,° pe78 SAN ELIJO JOINT POWERS Qaoves , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: DANA 502890 AUTHORITY vQ� C(eo(� TeL (ea &) 5'la -,a5a y F THL: (,14) TDB -9510 1 31591 Camino Capistrano \, v,,t ,1 em.u: �r•.e.e.. °e San Juan Ceplslreo CA 92675 R M°�°" 4701e%Y 4Y� 811 coxsranxc eHCtxasrts � � vnx.RlMdeslgigreup.com eaolly sr 'T)AUCiU0.NV @ [949] 4932690 fax TWO WORKING DAYS ROTOnre2omoei9 SIGN DATE qtf 0l CA11�0' [949] 493-2600 phone SIGN DATE SIGN DATE BV: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARE D UNDER SUPERVISION OF REC PARK ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 000019 A7}VE LOCATION: SEE SHEET G0.1 HORIZONTAL DATE: APRIL 9, 2012 ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO,: S -2827 : JOHN FRENKEN BV: LISA RUDLOFF RECORDFROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD29 MOSTAFA OLOUMI S.E. EXP.: 09130113 DATE DATE STRUCTURAL DETAILS SD3.0 SHEET S60F 105 PLANNINGCASENO: TN-197 MUP /DRICDPIEIA W r m a� N O W TQry imUp^� �od°w Q,. Mm ¢.DD FINISH GRADE 5 DOIIEL9 AT 34" OD. TOP OF WALL — °F 46" INTO PER ARCNItEGNRAL DLLGS qTl GRABS ELEVATED FLAB OL O WALL CONC. SLAB 6" GONG. BLOCK WALL (3) 5 HOPI BARS AT TOP 5 VERT. BARS (ELEVd1ED SLAB 24" (CN GRADE SLAB) PER PLAN GROAT ALL CELLS SOLID AT 16 OQ SOIL FILL LEVEL SLOPE DOWEES TO MATCH 5 HORIZ. BAR AT 32" OC. j� 5 VERT, BARS AT I6" OC TOP OF WALL PER VERT. BARS LAP 30" MIN. _ x _.___� -_3 4 - - ° VERT. BARS WATERPROOF PER ARCHITECTURAL DILCSF vERT, BAR Z ° ° ° a - d AT CL WALL ARCHITECTURAL DRAWINGS 11J 5 HOPI BAR AT TOP AT F (° ° • • 4 AND 24" OA. MAX. '4 DOWELS AT ° 5 VERT. BAR AT I6 OC. VERT. BARS 8" THICK CONCRETE BLOCK ha OC., THUB� pp ° = X GROUT SOLID SOIL LEVEL BACKFILL r m A WATERPROOF PER - 4 =p I- hE AT 6 WATERPROOF PER 34 � A ARCHITECTURAL DRAWINGS 5 HORIZ. BAR AT 33" OC FTG °' ARCHITECTURAL DRAWINGS � AS III p PERFORATED IN :..: 5 VERT. MARS AT I6" OC 6" EMB. RAVE j�} vERT. BAR6 DOWEL INTO FTG. ply DRAWINGS (2) 5 BARS GONT.O e3 MATCH VERT. BARS �D Yi! EMBED FIRST COURSE OF y X AT 6 13" THICK CONCRETE BLOCK ° REPORT ' LAP 3 "MO LAP 30 MM. :..: BLOCK 2" INTO FOUNDATION Q .H' L GROUT SOLID pfd - -- 3 DEEP SHEAR KEY S K FOUR (UET SET) - E ARCH' i. ^� - • w q2 MORTAR SET I" MAX EMBED FIRST COURSE OF BLOCK 1" INTO FOUNDATION _ d ° • - - O (3) 5 BARS AT TOP MORTAR Ili `` �(� Q 3dk 3. (3) 9 BdRS CONTINUOUS L L/ :i� OR SET I" MAX. -. BLOCK WALL SOLID M DER, 10' CL R I' -6• CONCRETE FOOTING ;. (3) 5 EARS CONTINUOUS i ° ° G GROUT ALL CELLS 111 �=' CONCRETE FOOT9JG yy £ U ° SEE DETAIL 39/6D4 O CONCRETE SLAB 2' ALTERNATE DIRECTION ° CONCRETE r -4„ OF HOOK • F - - d d °_ FOOTING Z Q Old I' -10" n W w� o• vy JR' 3' -6" ALTERNATE DIRECTION OF HOOK U WATERPROOF PER ARCHITECNRAL DRAWINGS FIN. GR Q R 8' M PLANTERU r LA N T E R tee.. 3 r 1 =1 I' (3) 5 BAR6, CONT. 12 CMIJ PLANTER COO�� 35 FOOTING eM � 0 CMIJ WALIL SECTION001,- °o 3® a VAPOR RTA DER e1 MA� Tir Ba6E FENCE PER NATURAL OR COMPACTED ARCHITECTURAL DRAWINGS NOTE: FINISHED GRADE 5 HORIZ BARN, SEE DETAIL 32/1 FOR (2) 5 BARS AM BOTTOM AT 32" OC. RETAINING CONDITION. 5 VERT. BARS (2) 5 HORIZ BARS AT TOP AT 16" OC. OF 8" BLOCK DOWEES TO MATCH VERTBAR EXT. FOOTING LE. 1'. no• aro-MAooa., 28 £ L FINAL SURFACE VERT. BARS LAP 30" MIN, all GONG. BLOCK LOLL AT LANDSCAPE AT XL Y £ 04 DOWELS AT GROUT ALL CELLS SOLID 16 CC., THUS IN IN LEVEL r BdCKFILL PER SOILS ENO. Q .. FENCE PER ARCHITECTURAL DRAWINGS FTG AS REQxD �� L 0 • W SEE ARCH. - 5 HORIZ BAR AT 31 OC. VERT BAR ri •' VERT. BAR , 6" EMB. O ply AT RL WALL W £ AT 2 -3/4" CLR. FINISH GRADE ' -- 5 vERL BAR Ai I6" OC- L 8' THICK CONCRETE BLOCK ° .. .... �� F X m d E W 5 6" BLOCK y VVEER BAR AT I6" DO ROUTC SOLID 5 HORIZ BARS AT 32" DO B" CONS. BLOCK WALL at TO PERT BAR IN 8' BLOCK i G (115 HORIZ. BAR6 At TOP GROUT ALL CELLS SOLID y MATCH DOW 90" `I WATER PROOF PER £ L Z £ 1� ? ARCHITECTURAL DRAWINGS �0r _' ° CONCRETE ? Z Q MORTAR CHAFFER ITYP.) m a - °— FOOTING 5 HCRIZ BAR AT 32. OC, - L BACKFILL PER SOILS ENG. - d d _ - VERT. BARS p CONCRETE SLAB LEVEL U ELEVATED OR ON GRADE X - - - AT fL WALL PER PLdN (2) 5 HCRIZ BARS AT TOP =- '° EO AND BOMT, OF p" BLOCK I_I I' (3) 5 BAR6, CONi. 5 VERT. BAR AT I6" CO. a• 13" THICK CONCRETE BLOCK w 5 HORIZ. BARS 6 31 2 -6" MIN X Q ry DOWEL BARS At 2 -3/4' CLR GROUT SOLID Q ABOVE R' BLOCK FOOTING 3 3 z °°' - «AT SLAB ON GRADE)J 5 VERT. BAR6 AT I6" OL. L 5 vERT. BARS I6' OC r° 1iO1 ° °p 24 ' `r : 9 DOLLELS AT I6" OC VERT. BAR 6 -._ DOWLES TO MATCH VERT. BA °° ° MATCH VERDI BARS m W AT 6 J WATER PROOF PER FEE DETAIL 3ONSO3 - LAP 30" HIN. ° VAPOR BARRIER ARCHITECTURAL DRAWINGS NATURAL OR CONIC. BARS (2) 5 HCRIZ BARS AT IS" OC = MORTAR GNAMFER(TYP.1 Z :r . "� -� �` - +' - BASE COMPACTED AT CONIC, CURB £ GRAD AT 1 Ia" CLR •. 12" CONCRETE WALL OAST - -rB2LaRS XQ •Top of I2^ o COMPACTED e INTEGRALLY W/ FOOTING £ CONIC. SLAB FIN 9NED r L PERFORATED PIES CRAIN ... 12" THICK CONCRETE BLOCK GROUT SOLID PER PLAN TYP. Y� WALL AT SLAB I 2 9 9 Q •. �] ON GRAVEL .. O d BARS Ai 24" OG an rvo.. runroo CIVIL DRAWINGS DD SOILS REPORT _ COMPACTED M I.. FOOTIRNG• I6' = P - 3 d - IIA e " CLRAR FILL EEI 2a- • ., • m PERFORATED FIFE DRAIN • • d W/ GRAVEL I6 REQUIRED ° " • 1 SEE CIVIL DRAWING62 0 ° �.: £ vQ 901LS REPORT ° a ° _u °. - ~£ EMBED FIRST COURSE OF d ° ° as ") Ya MAPS, AT I6' OC BLOCK 2" INTO FOUNDATION 24' ° d > e ALT. DIRECTION OF •_- POUR (LET SET) d Z ° HOOK (V 5 BAR6 AT TOP OR MORTAR SET P MAX. £ S p p ,p CONCRETE FOOTING _ (4) 5 BARS AT MOTT. (5) 5 BARS CONTINUOUS a �, _ n CONCRETE FOOTING m d U F6 DOWEL BARB • 164- O" i d' ° 5 BARS • I6" DO CONM. ON LAP W/ VERT. BAR 3' -O MIN. 4 - (2) 5 BAR6 CONTINUOUS i ° _ d U - CONCRETE FOOLING n it I 00 BARS • 6" I ° (3) 5 BAR S LR Y ° 6„ SEARS AT I6" OC. d e ° '° - 3" 5 BARS 0 I6" OC CONT. _ (U CLR') O° OCIR , FOOTING (2) 5 DOWEL BARS - T -4' 5' -6" RETAINING WALL � ..E RETAINING WALL MAINOr�; =AI 36 FT'G TO WALL MA�NO'� I. 34 INTERIOR FOOTING V,.a L6'0t 31 �'38 UNUEKUKUUNU JEKVIUE ALEK I 14 MONAMCH ear e,.,° pe78 SAN ELIJO JOINT POWERS Qaoves , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: DANA 502890 AUTHORITY vQ� C(eo(� TeL (ea &) 5'la -,a5a y F THL: (,14) TDB -9510 1 31591 Camino Capistrano \, v,,t ,1 em.u: �r•.e.e.. °e San Juan Ceplslreo CA 92675 R M°�°" 4701e%Y 4Y� 811 coxsranxc eHCtxasrts � � vnx.RlMdeslgigreup.com eaolly sr 'T)AUCiU0.NV @ [949] 4932690 fax TWO WORKING DAYS ROTOnre2omoei9 SIGN DATE qtf 0l CA11�0' [949] 493-2600 phone SIGN DATE SIGN DATE BV: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARE D UNDER SUPERVISION OF REC PARK ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 000019 A7}VE LOCATION: SEE SHEET G0.1 HORIZONTAL DATE: APRIL 9, 2012 ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO,: S -2827 : JOHN FRENKEN BV: LISA RUDLOFF RECORDFROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD29 MOSTAFA OLOUMI S.E. EXP.: 09130113 DATE DATE STRUCTURAL DETAILS SD3.0 SHEET S60F 105 PLANNINGCASENO: TN-197 MUP /DRICDPIEIA W r m a� N O W TQry imUp^� �od°w Q,. Mm ¢.DD R g 8 6 0 O n IS E s a 0 z o d L O O 5 DOWELS AT 24" OC, ICE. OF WALL ` CONC. SLAB PER PLAN (2) 5 BARS CONT. 2" DEEP SHEAR KEY AT EVERY OTHER CELL n B" CONC. BLOCK WALL GROUT ALL CELLS SOLID R, HORIZ. BARS AT 32" OC 5 VERT, BARS AT I6" OC LAP DOWELS BARS W1 VERT. STEEL F a J Y ;p F DOWEL BARS AT 16" OC. �4 DOWELS AT 16" OC. TYP. a .f� ALT. DIRECTION OF COOL C> pT CONCRETE FOOTING P' (3) 9 CONT.J f 2, -6" ,BASEMENT WALL BARS AT 16" OC. E MM I 41 R, DOWELS AT S" CC., 3611 A$ R MILK SLAB RE IN PER PLAN •4 DOWEL_' AT 16" OC, BASEMENT WALL 9 VERT. BAR AT 16" 00. 5 HORS BAR AT 32" 00, 8" CONC. BLOCK WALL GROUT ALL CELLS SOLID DOWLES TO MATCH VERT. BARS LAP 30" MIN, STD, SO. HOOK CONCRETE DECK (2) 'B HORIZ. 5AR5 AT TOP OF WALL 12" THICK CONCRETE BLOCK GROUT SOLID % VERT. BAR AT I6" CC. (2) 5 HORIZ. BARS AT 32" OC. WATERPROOF PER ARCHITECTURAL DRAWINGS W VERT_ BARS AT 16" OC. LAP DOWEL BARS WITH VERT, STEEL 3' -6" K DOWEL BARS AT 16" OC, EACH FACE MATCH VERT, BARS (4) 05 BARS AT 70% BARS AT BOTT. ... ...o,,.a.4 0 R, DOWELS AT 8" OC., 4 36" AS REC BLK� SLAB REINF. PER PLAN BASEMENT WALL 5 VERT, BAR AT 16" OC, 5 HORIZ, BAR AT 32" CC, 8" CONC. BLOCK WALL GROUT ALL CELLS SOLID DOWLES TO MATCH VERT. BARS LAP 30" MIN, STD. W. HOOK �`I Hid �lX +d (2) 5 RORIZ BARS AT TOP OF WALL BACKFILL PER SOILS ENO. 12' THICK CONCRETE BLOCK GROUT SOLID '6 VIEW. BAR AT 16" OC. (2) 5 HORIZ, BARS AT 32" OC, WATERPROOF PER ARCHITECTURAL DRAWI415 W vERT. BAR5 AT 16" OC. LAP DOWEL BARS WITH VERT STEEL 3' -6" 9 D091EL BARS AT W OC, PERFORATED PIPE DRAIN W/ GRAVEL IS REQUIRED SEE CIVIL DRAWINGS AND SOILS REPORT % BARS AT 16" OC (3) 5 BARS AT TOP (3) 5 BARS AT MOTT. 5 BARS AT 12" OC CONCRETE FOOTING 5 AT Ma' OC. CONTINUOUS UNUtKUKUUNU JtKVR:t ALtK I 14 MONARCH MY Pu A47e SAN ELIJO JOINT POWERS Qaor ES , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL. )A POINT, u. Man vQC� p(o f ® YDS ee1.: (wc) RM -7oee AUTHORITY �n— rex: 1714) eoe -eam T 31591 Camino CapsUano \, (�[v/F,,,j, a em.u: m.11m °e.o..°w A S .RJ Caplslra up.com26]6 GROUP I / J(I�W�Ka' 811 CONSULTING BNC NSB% * * [94m.R93.269 hax p.com R,J M° ` / (((JJJ si 'Tl//UCTU0.PV �Q [949] 493-2690 hx TWO WORKING DAYS KOTIMTP.mWa12 SIGN DATE 'tf Ol CAL1U 1949] 493-2600 phone SIGN DATE SIGN DATE BY: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK SCALE PL PARK ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ANS PREPAR D UNDER SUPERVISION OF DESCRIPTION: OC 0019 REC APPS EVE ' LOCATION: SEE SHEET 00.1 HORIZONTAL DATE: APRIL 9. M12 ENCINITAS COMMUNITY PARK LICENSE NO,: S -2827 : JOHN FRENKEN BY: LISA RUDLOFF 10630 -G RECORDFROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION:: 215.640 DATUM: NGVD29 MOSTAFA OLOUMI S.E. EXP.: 09/30113 DATE DATE STRUCTURAL DETAILS SD4.0 SHEET 570E 105 PLANNINGCASENO: 04 -197 MUP /DRICDPIEIA a g 0 O n E O a 0 i4 w z NOIEs PLATES SHALL NOT BE CUT THROUGH AT SHEAR WALL I -IQ" MIN, AT SIDES OF PLATE CUT THROUGH PLATES W/ SHEAR WALL FOR PIPE OR VENT SHEATHING OTHERWISE SIMPI RPS SERIES 5/8" MIN. /�_ STRAP AT EACH Ir PLATE ON EACH SIDE NOTCH oR BORE IRE" MAX. RO SIZE p FRACTON OF PLAT 2X4 2X6 2X8 4/O D I 3/6 2/8" 3" 6/10 D 1 2" 3 I/4" 4 1/4" • Stl 4/10 MAX. STUD WIDTH NOTCH — 5/8" MIN, EDGE DIST 6/10 MAX STUD' ALL STUDS WIDTH BORE /J I _ I IRE" MAX. RO SIZE p CMSTClI S 2.1 SAME I/3 OF SPAN I/3 MIDDLE 1/3 OUTER 1/3 LgL OF AN OF SPAN OF SPAN 5, SILL MUST BE ONE PIECE IF WALL IS 4' -0" OR 51 IN LENGTH MIN. SIZE OF NOTCH OR BORE FRACTION 6 JST 2X6 2X8 I 2X10 I 1XR 2X14 I16 D 1/3 D T/8 " I -I /4" -I/8" 2 -3/8" 1-IR " 3" 3 -3/4" 4 -3/8" 4/10 D MAX. STUD WIDTH BORE 6/10 MAX. STUD WIDTH BORE NMI NAIL REPS STRAP W/ (6) Ibd SINKER OR SHORT NAILS OR (6) IOd COMMON NAILS AT EACH END 1/4 D MAX. STUD WIDTH NOTCH 4/10 D MAX. STUD WIDTH BORE mom NOTCH AND BORE $HALL NOT OCCUR ON SAME STUD WITHIN 4R OF EACH OTHER SCHEDULE 15 APPLICABLE ONLY TO 2X SOLID SAWN FRAMING N076 I. NOTCH MAX. 1 /3D WITHIN D OF SUPPORT ON TOP SURFACE ONLY Z. NOTCH MAX D&D WITHIN OUTER 1/3 OF SPAN 3. NO NOTCHES OR BORINGS MAY BE MADE WITHIN MIDDLE 1/3 OF SPAIN! NOR MAY BOTH TOP AND SOT. SURFACES BE NOTCHED WITHIN TOUTER IRE" MAX. RO SIZE 7717 CMSTClI p 2.1 SAME I/3 OF SPAN I/3 MIDDLE 1/3 OUTER 1/3 LgL OF AN OF SPAN OF SPAN 5, SILL MUST BE ONE PIECE IF WALL IS 4' -0" OR 51 IN LENGTH MIN. SIZE OF /4" 2" MIN CLR SHEATHING " 2. INSTALL STRAP OVER IRE" OFFSET /3 JOI6T 1, TOLERANCE OF NAILING SHALL BE N" WITH THE AVERAGE NAIL SPACING OVER 3. PROVIDE _5/511 IIIIIIIIIIIIIII DEPTH MAX, NOTED PER PLAN INTERSPACED BY FURRING OR GYPSUM BOARD. 2" MIN, CLR SCHEDULE 16 APPLICABLE BEAT SHOWN INTERSECTION 2 X BORE FOR BEAMS, ONLY /�— EDGE NAIL CIA MIN NOTES G F WALL SIMILAR POST W/ HOLDOWN NO NOTCHES OR SOUARE PER PLAN OR STRAP HOLES PERMITTED man ,6 LAP SPLICE AT UPPER TOP PLATES IOU !U) OR!]J fall BTRdIM PROVIDE NAILS SPECIFIED BEYOND TOP PLATE EDGE NAIL WALL $HTG POST AT END OF SPEAR WALL PER PLAN, 4X6 MIN, AT CMSTI2 I I I. I 4 1*0 L I II I IRE" MAX. RO SIZE 7717 CMSTClI p 2.1 v MO-211 / " LgL 4-3/8' �(2) 2X TOP PLATES. TYP. Nom 5, SILL MUST BE ONE PIECE IF WALL IS 4' -0" OR 51 IN LENGTH MIN. SIZE OF /4" SHEET SHALL BE 2FL x 2ft, SHEATHING " man ,6 LAP SPLICE AT UPPER TOP PLATES IOU !U) OR!]J fall BTRdIM PROVIDE NAILS SPECIFIED BEYOND TOP PLATE EDGE NAIL WALL $HTG POST AT END OF SPEAR WALL PER PLAN, 4X6 MIN, AT CMSTI2 I I I. I 4 1*0 L I II I REFER TO HARDWARE SCHEDULE ON 6N SHEETS FOR NAIL SIZE PROVIDE COIL STRAP ON TOP OF OR TO SIDES OF UPPER TOP PLATES PROVIDE MIN, I -5/8" DISTANCE TO FIRST NAIL IRE" MAX. I/8" GAP 12 CMSTClI p CM5T14 I4 58 EDGE NAILING 6TACf'D 50 8d NAILS SHALL BE COMMON 3/8" AT POST 3, SPLIT TRIMMERS MAY NOT BE USED, �(2) 2X TOP PLATES. TYP. Nom 5, SILL MUST BE ONE PIECE IF WALL IS 4' -0" OR 51 IN LENGTH MIN. SIZE OF I. NAIL STRAP W/ IOd SHEET SHALL BE 2FL x 2ft, SHEATHING 6. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF 2. INSTALL STRAP OVER IRE" OFFSET ffSTW, 1, TOLERANCE OF NAILING SHALL BE N" WITH THE AVERAGE NAIL SPACING OVER 3. PROVIDE _5/511 IIIIIIIIIIIIIII AT STAGG. EDGE NAIL PER PLAN INTERSPACED BY FURRING OR GYPSUM BOARD. IH° 12 SHEAR WALLS EW'601 6 BEAT SHOWN INTERSECTION Q Q = /�— EDGE NAIL 3X OR WIDER STUD Q G F WALL SIMILAR POST W/ HOLDOWN PER PLAN OR STRAP PROVIDE Ibd SINKER OR IRE" MAX. /g. EDGE NAILING SHORT NAILS AS SPECIFIED GAP SHEATHING ON BOTH SIDES OF JOINT IN 3/5" AT POST UPPER TOP PLATE / AT 2X.. PER PLAN 2X OR WIDER STUD PROVIDE MIN. -5/8" SECTION TWOU 15111DIS POET W/ HOEDOWN DISTANCE TO FIRST NAIL, BNOWBIQ 2X FFUIIM� OR STRAP TYP, REFER TO HARDWARE SCHEDULE ON 6N SHEETS FOR NAIL SIZE PROVIDE COIL STRAP ON TOP OF OR TO SIDES OF UPPER TOP PLATES PROVIDE MIN, I -5/8" DISTANCE TO FIRST NAIL OF HALLO AT BD LB46TN AT G e "^/TIIIII/� 12 CMSTClI p CM5T14 I4 58 TYP. 50 8d NAILS SHALL BE COMMON STUD 3, SPLIT TRIMMERS MAY NOT BE USED, �(2) 2X TOP PLATES. TYP. Nom 5, SILL MUST BE ONE PIECE IF WALL IS 4' -0" OR 51 IN LENGTH MIN. SIZE OF I. NAIL STRAP W/ IOd SHEET SHALL BE 2FL x 2ft, COMMON OR 16d SINKER 6. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF 2. INSTALL STRAP OVER SHEATHING. m 1, TOLERANCE OF NAILING SHALL BE N" WITH THE AVERAGE NAIL SPACING OVER 3. PROVIDE _5/511 IIIIIIIIIIIIIII DISTANCE TO FIRST NAIL EDGE NAIL TYPICAL AS SHOWN INTERSPACED BY FURRING OR GYPSUM BOARD. IH° 12 SHEAR WALLS EW'601 6 BEAT SHOWN INTERSECTION Q Q = /�— EDGE NAIL iA C Q G F WALL SIMILAR 6 -`,� PER PLAN _ "SENILE m C SIMPSON BASIS STRAP W/ Cod AT FLUSH BEAM BLOCKING 2X MIN. 3X PER $HEAR WALL SCHEDULE � PROVIDE MIK DISTANCE TO FIRST NAIL TYP, PROVIDE STRAPS, ON TOP OF OR TO SIDES OF UPPER TOP PLATE NOTE& NAIL STRAP W/ IOd COMMON OR load SINKER AAIJES SPLICE 001 -a� 11 NuL-'- ersalyu 16 ISTRAP DOWN 2 SHEATHING PLATE 11119128 OF HALLO AT BD LB46TN AT G e 0616 12 CMSTClI 28 CM5T14 I4 58 CM6Tp 50 2 SHEATHING PLATE 11119128 NOR( I. WHERE NOT SPECIFICALLY DETAILED OR NOTED FOR TOp PLATE SP E ELSEWHERE AND OTHERWISE, THE STRUCTURE SHALL REFER TO DETAIL II BE FRAMED A$ SHOWN HERE. 2. TO PREVENT SPLITTING OF WOOD, SHEAR SCHEDULE MAY REQUIRE OTHER 2, 16d NAILS SHALL BE SINKER SHORT OR COMMON. 5D2 8d NAILS SHALL BE COMMON 3, PROVIDE BLOCKING AT ALL PLYWOOD EDGES. 3, SPLIT TRIMMERS MAY NOT BE USED, �(2) 2X TOP PLATES. TYP. Ibd FACE NAILS AT I6" OC PLATE TO PLATE (3) 84 OR Ibd TOE NAILS AT CRIPPLE STUDS (2)Ioad PLATE TO STUD- (2) 16d FACE NAILS OR (4) 8d OR load TC NAILS STUD Ti WALL FRAMING �{{ EDGE NAIL (ENJ SHEAR PANEL TO UPPER TOP 3/ PET, SHEAR WALL INDICATED BY DON PLAN - REFER TO SHEAR WALL SCHED. TRIMMER WHERE OCCURS FIELD NAIL CUTS IN SHEAR WALL FOR HOLES PANEL BOUNDARY AND OUNDARY NALING NEW PER PLAN KING STUD OR POST PER WHEN BLOCKING IS r5 PLAN, EDGE NAIL (EN,) NOTED ON THE PLANS SHEAR PANEL TO POST PROVIDE 2X4. 3X IF P D SHOWN. INSTALL ON NGSTUD OR POST W/ DGE NAILING. BOLT FOR HOLDOWN TO BE INBOUND OF POST UNO. ON PLAN EDGE NAIL (EN.) SHEAR PANEL TO BOTTOM PLATE (U 2X KING STUD (USE 2 -2X KING STUDS AT OPENING WIDER THAN V -019 UNLESS A POST IS NOTED ON THE PLANS HEADER PER PLAN (2) 16d FACE NAIL6 FOR EACH 2" OF HEADER DEPTH (USE TOENAILS AT KING STUD LARGER THAN 2X) 2X TRIMMER STUD (USaE 2 -2X TRIMMER STUDS AT OPENING WIDER THAN B' -O ") TRIMMER I$ TO BE CONTINUOUS FULL HST, UNO, ON PLANS WINDOW SILL WHERE OCCURS W/ 2X FLAT 2 -2X FLAT AT OPENING WIDER THAN 8' -0" W/ (D Ibd TOENAILS EACH END AN SILL PLATE FOUNDA BOLTS SI FOUNDATION, 16c1 SINKER OR SHORT 16" OC AT FRAMING UNLESS NOTED OTHERWISE RWISE IN SHEAR WALL SCHEDULE 3 STUD BUILT -UP CORNER W/ 2X BLOCKING 12" LONG AT TOP, BOTTOM AND AT 4 " OC OR CLOSER i DETAILS II /SDI AND 14/SD2 Z SHEATHING LAYOUT OVER DECKING. PANEL JOINT SHEATHING =TUM DISCONTINUOUS PANEL EDGE, EDGE NAILING IENJ PER PLAN FIELD NAILING PER PLAN �DIRECTION PACE GRAIN PERPENDICULAR TO SUPPORT CONTINUOUS PANEL EDGE, EDGE NAILS (EN,) PER PLAN WHEN BLOCKING IS REQUIRED FRAMING (SOLID SHOWN OTHERS SIMILAR) NORM I. OCCASIONAL CONDITIONS WILL CAUSE WOOD SPLITTING, SHOULD THIS OCCUR NOTIFY STRUCTURAL ENGINEER 2. TO PREVENT SPLITTING OF WOOD, PLANS MAY REQUIRE OTHER THAN 2X FRAMING, 3, PROVIDE BLOCKING AT ALL PANEL EDGES WHEN NOTED ON PLANS, 4, STAGGER NAILS THAT ARE 6PACEDLESS THEN 3" OC 5. MIN. SIZE OF SHEET SHALL BE 2ft. X 2R, 6. NAIL5 $HALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURACE OF SHEATHINS 1. TOLERANCE ON NAILING SHALL BE t1" WITH THE AVERAGE NAIL SPACING OVER ANY 4 FOOT LENGTH BEING AT LEAST THAT NOTED ON THE PLAN. SHT'G LAYOUT UNBLOCKED 0 01 -12 -01 I�Dmlvo.: UNUtHUI,UUNU bhHVIUt ALhK1 monnPCx enr euzn a + >a SAN ELIJO JOINT POWERS IgofES , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: NS �F +1714) u. 0219 AUTHORITY vet ' TEL: (040) 2M -'1028 eTex: twdloos -fi.n, tN11 31591 Camino Cano,Ca �W' �1Oe°"`. "" San Juan CeP12WePO,CA 92875 811 GtlaSUA22aa aNCFNaaaa f [N9149MW640 fax up.com / !J JS s2AU°iU0.! �pA 19491493. 26911 /ax TWO EFORYO DAYS poeme.:aso SIGN DATE 9 %F EOQ� 19491493 -2600 phow SIGN DATE SIGN DATE BY: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG toLOnrt:oaaalz OF CAL( CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PARK ND RECREATION APPROVALS CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARE D UNDER SUPERVISION OF DESCRIPTION: 000019 RECD LOCATION: SEE SHEET C-0.1 HORIZONTAL DATE: APRIL 9, 2012 a4�'7 _ ENCINITAS COMMUNITY PARK LICENSE NO.: 52827 : JOHN FRENKEN BY: LISA RUDLOFF 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL EXP.: 09130113 DATE DATE ELEVATION: 215.640 DATUM: NGVD29 MosTAFAOLOUMIS.E. STRUCTURAL DETAILS SD5.0 SHEET 580E 105 PLANNING CASE NO: 04-197 MUP /DRICDP /EIA N 0 m _NmN N �m()W 40 z comm m m o ¢�Da NoE' BEAM PER PLAN I. OCCASIONAL CONDITIONS WILL CAUSE WOOD SPLITTING. SHOULD THIS OCCUR WRAP STRAP ABOUT NOTIFY STRUCTURAL ENGINEER BEAT AS NECESSARY 2. TO PREVENT SPLITTING OF WOOD, SHEAR SCHEDULE MAY REQUIRE OTHER THAN 2X FRAMING. 3, PROVIDE BLOCKING AT ALL PLYWOOD EDGES. 4. STAGGER NAILS THAT ARE SPACED 3" OC OR CLOSER Nom 5, SILL MUST BE ONE PIECE IF WALL IS 4' -0" OR 51 IN LENGTH MIN. SIZE OF I. NAIL STRAP W/ IOd SHEET SHALL BE 2FL x 2ft, COMMON OR 16d SINKER 6. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF 2. INSTALL STRAP OVER SHEATHING. SHEATHING 1, TOLERANCE OF NAILING SHALL BE N" WITH THE AVERAGE NAIL SPACING OVER 3. PROVIDE _5/511 ANY 4 FOOT LENGTH BEING AT LEAST THAT NOTED ON THE PLAN. DISTANCE TO FIRST NAIL 8, SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. IT SHALL NOT BE TYPICAL AS SHOWN INTERSPACED BY FURRING OR GYPSUM BOARD. IH° 12 SHEAR WALLS EW'601 6 W.' (U 2X KING STUD (USE 2 -2X KING STUDS AT OPENING WIDER THAN V -019 UNLESS A POST IS NOTED ON THE PLANS HEADER PER PLAN (2) 16d FACE NAIL6 FOR EACH 2" OF HEADER DEPTH (USE TOENAILS AT KING STUD LARGER THAN 2X) 2X TRIMMER STUD (USaE 2 -2X TRIMMER STUDS AT OPENING WIDER THAN B' -O ") TRIMMER I$ TO BE CONTINUOUS FULL HST, UNO, ON PLANS WINDOW SILL WHERE OCCURS W/ 2X FLAT 2 -2X FLAT AT OPENING WIDER THAN 8' -0" W/ (D Ibd TOENAILS EACH END AN SILL PLATE FOUNDA BOLTS SI FOUNDATION, 16c1 SINKER OR SHORT 16" OC AT FRAMING UNLESS NOTED OTHERWISE RWISE IN SHEAR WALL SCHEDULE 3 STUD BUILT -UP CORNER W/ 2X BLOCKING 12" LONG AT TOP, BOTTOM AND AT 4 " OC OR CLOSER i DETAILS II /SDI AND 14/SD2 Z SHEATHING LAYOUT OVER DECKING. PANEL JOINT SHEATHING =TUM DISCONTINUOUS PANEL EDGE, EDGE NAILING IENJ PER PLAN FIELD NAILING PER PLAN �DIRECTION PACE GRAIN PERPENDICULAR TO SUPPORT CONTINUOUS PANEL EDGE, EDGE NAILS (EN,) PER PLAN WHEN BLOCKING IS REQUIRED FRAMING (SOLID SHOWN OTHERS SIMILAR) NORM I. OCCASIONAL CONDITIONS WILL CAUSE WOOD SPLITTING, SHOULD THIS OCCUR NOTIFY STRUCTURAL ENGINEER 2. TO PREVENT SPLITTING OF WOOD, PLANS MAY REQUIRE OTHER THAN 2X FRAMING, 3, PROVIDE BLOCKING AT ALL PANEL EDGES WHEN NOTED ON PLANS, 4, STAGGER NAILS THAT ARE 6PACEDLESS THEN 3" OC 5. MIN. SIZE OF SHEET SHALL BE 2ft. X 2R, 6. NAIL5 $HALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURACE OF SHEATHINS 1. TOLERANCE ON NAILING SHALL BE t1" WITH THE AVERAGE NAIL SPACING OVER ANY 4 FOOT LENGTH BEING AT LEAST THAT NOTED ON THE PLAN. SHT'G LAYOUT UNBLOCKED 0 01 -12 -01 I�Dmlvo.: UNUtHUI,UUNU bhHVIUt ALhK1 monnPCx enr euzn a + >a SAN ELIJO JOINT POWERS IgofES , PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: NS �F +1714) u. 0219 AUTHORITY vet ' TEL: (040) 2M -'1028 eTex: twdloos -fi.n, tN11 31591 Camino Cano,Ca �W' �1Oe°"`. "" San Juan CeP12WePO,CA 92875 811 GtlaSUA22aa aNCFNaaaa f [N9149MW640 fax up.com / !J JS s2AU°iU0.! �pA 19491493. 26911 /ax TWO EFORYO DAYS poeme.:aso SIGN DATE 9 %F EOQ� 19491493 -2600 phow SIGN DATE SIGN DATE BY: GREG SHIELDS DATE SIGN DATE BEFORE YOU DIG toLOnrt:oaaalz OF CAL( CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PARK ND RECREATION APPROVALS CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARE D UNDER SUPERVISION OF DESCRIPTION: 000019 RECD LOCATION: SEE SHEET C-0.1 HORIZONTAL DATE: APRIL 9, 2012 a4�'7 _ ENCINITAS COMMUNITY PARK LICENSE NO.: 52827 : JOHN FRENKEN BY: LISA RUDLOFF 10630 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL EXP.: 09130113 DATE DATE ELEVATION: 215.640 DATUM: NGVD29 MosTAFAOLOUMIS.E. STRUCTURAL DETAILS SD5.0 SHEET 580E 105 PLANNING CASE NO: 04-197 MUP /DRICDP /EIA N 0 m _NmN N �m()W 40 z comm m m o ¢�Da PLUMBING FIXTURES SCHEDULE ITEM DESCRIPTION TRAP WASTE VENT GW HW REMARKS OPER. ARM MANUFACTURER LOCATION SERVICE CAPACITY GPM OUTLET SEWER OR WASTE BELOW SRADE WT. REMARKS K. W. V. / PH. / HZ. NO. d MODEL NO. - -- GW (6ALLON5) TEMP. (LESS) HW AMERICAN STANDARD 3355.126 HET SIPHON JET ACTION, 1.26 OFF, ELONGATED BOWL, STIEBEL ELTRON DOM. TANKLESS 5 GPM 120 15 VITREOUS CHINA WALL HUN& WATER CLOSET WITH 1 1/2" BACK SPUD. BENEKE 5Y1 -55 25 CONDENSATE DRAIN 1 24 PLUS -5- HW GAS OPENFRONT WHITE SEAT WITH "PERMA- BUMPER" AND 5ELF- SUSTAINING CHECK HINGE, WATER CLOSET INT 4" 2" 1 1/4 "RR) -- SLOAN MODEL OFF, HARD WIRED INFRARED FLUSH VALVE ACE ACCESSIBLE IN57 IIO 4.2 2O5V-10-6OHZ 10 WITH VACUUM BREAKER SCREWDRIVER STOP, STAINLESS STEEL WALL BOX AND SEAT 263 1.28 6PF U BUMPER ZURN COMBINED WALL CLOSET FITTING AND CHAIR CARRIER. PROVIDE EWH CHRONOMITE DOM. TRANSFORMER (EL -154 -120V INPUT /24 VAC OUTPUT, I PH) 4 LOW VOLTAGE WIRING UP PIPING UP 465 BY ELECTRICAL - IT' TO 19" ACCESSIBLE HEIGHT AS PER ARCHITECTURAL DRAWINGS. __ URINAL IN57 120 6.3 206V- 10 -60HZ FALCON "F -1000 V2" WATERLESS VITREOUS CHINA URINAL (A5ME U -I WATERLESS - ACCESSIBLE INT 2 " 2" -- -- A112.194M -94), 00031-004 FUB WALL HANGER. CLEANCUT GOT& AMERICAN STANDARD. "LUCERNE" 0356.041 VITREOUS CHINA WALL HUNG, SIZE DROP VALVE IN VERTICAL 20" X IB", CONGEALED ARMS d WALL BRACKET, WHITE. CHICAGO FAUCET L -I d L -2 LAVATORY 'a' U/2 " /2 " "TW 335- E2605- 665P5HASCP PUSH BUTTON METERED FAUCET, 4 -3/4" "SPOUT. .5 GPM - AGGESSIBLE 2" 2 CHICAGO 1013 11 WITH STAINLESS STEEL BRAIDED SEED BP BACKFLOW PREVENTOR BEH. BEHIND R P-71 RAP, A QUA, GAUGE TUBULAR P -TRAP, AND SUPPLY GONERS d ZURN INSULATED GUARD FOR CONN. CONNECTION SUPPLIES. (PROVIDE TEMPERED WATER [IIOOF -7MV -1 6 GOLD WATER FAUCET FINISH FLOOR F.U. FIXTURE UNIT #602- VE2aO5- 665ABGP FOR PLUMBING FIXTURE ITEM L -2) INV. INDIRECT WASTE (E) ELKAY "WELDBILT" WNSF63451-R, TRIPLE COMPARTMENT SINK, STAINLESS • POO POINT OF CONNECTION STEEL 14 GA, SIZE 93 "X2"1.5 "XI4 "DEEP, FREE STANDING SINK, (2) CHICAGO 5 -I SINK 3" 3" 2" ^ " FAUCET 445- 1-12ABCP (LEAD FREE), WALL MOUNTED, P -TRAP 4 AN6LESTOPS TMV THERMOSTATIC MIXING VALVE WITH R1610 SUPPLIES d STAINLESS STEEL STRAINER, N5F COMPLIANT. VENT THRU ROOF I^v WITH IN5INKERA7OR GARBAGE DISPOSER MODEL NO. 1-0- 50 -11, STAINLESS STEEL Y.B. YARD BOX MECH. GRIND CHAMBER, 12OV, I PH, 60 HZ, Y2 HP. TW TEMPERED WATER =105 °F FIAT "MOLDED STONE" MSB- 2424- ODG3.2, 24x24xlO ",MOLDED STONE CORNER FIFE MATERIAL SCHEDULE SERVICE w S a K W O a W K a 0 a W K a 0 MODEL FLOOR MOUNTED MOP SINK, I453BB PERFORATED GRID STRAINER FOR M5 -1 MOPSINK 3" 3" 2" 5/4" 3/4" 3 -INCH CONNECTION. CHICA60 FAUCET MODEL NO. 535 -GP EXPOSED SUPPLY • FITTING WITH INTEGRAL SCREWDRIVER STOPS IN SHANKS, VACUUM BREAKER, 4 LEAD FREE 50LDERIN& WATER EL.FLR. • FEET OF RUBBER HOSE, ADJUSTABLE FLAN&E5 AND WALL NOOK T45.011 NO FITTIN65 BELOW SLAB SANITARY REMOVABLE COATED RIM GUARD. • HAVE 1102NH-65-I WITH TRAP PRIMER CONNECTION. TRAP PRIMER MAY BE TYLER 2 -BAND COUPLINGS DRAINAGE LPLR. PROVIDED BY A FLUSH VALVE ATTAGHEMENT OR A "PPP" PR -500 RECESSED FD -I FLOOR DRAIN 2" 2" 2" -- -- IN WALL BEHIND ACCESS PANEL WITH A 1/2" BALL VALVE PRECEEDINS THE 5AN.VENT VFLR. TRAP PRIMER, BOTH BEHIND ONE ACCESS PANEL. • TYLER 2 -BAND COUPLINGS ZURN NO. Z- 122- NH -R -C, CAST IRON DRAIN, COMPLETE WITH CAST IRON F5-1 FLOOR SINK 2" 2" 2" -- -- FLASHING CLAMP, CAST IRON DOME STRAINER, SUMP RECEIVER AND P -TRAP. • TYLER 4 -BAND COUPLINGS 7F-I: "MA&- MIFAB" MI -500 RECESSED IN WALL BEHIND AGGE55 PANEL WITH A CONDENSATE DRAINAGE VFLR. 1/2" BALL VALVE PREGEDIN& THE TRAP PRIMER. DF -I DRINKING FOUNTAIN 1 1/4" 2" 2" 5/4 ' -- HAWS NO. 1119.14, DUAL STAINLESS STEEL DRINKING FOUNTAIN WHA -I WATER HAMMER ARRESTOR -- -- -- -- __ P.P.P. MODEL 50, WITH COPPER BARREL. (SIZED AND • INSTALLED PER MANUFACTURER'S RECOMMENDATIONS) PRV -I PRESSURE REGULATING __ __ __ __ __ WATTS MODEL NO. LFX655, 2" PRESSURE REDUCING VALVE, LEAD • VALVE SOLVENT CEMENTED PIPE (BELOW GRADE ONLY - 5 FEET FROM BUILDING) FREE, CARTRIDGE STYLE REGULATOR, ALL BRONZE COMPLETE RHB -I RECESSED HOSEBIBS -- -- -- e/a" -- ACORN NO. 5101, RECESSED HOSE 5155 WITH VACUUM BREAKER. TMV -I THERMOSTATIC MIXING -- -- __ Y21, Y2 BRADLEY MODEL NO. 559- 4000A, 3 GPM, INLET GHECKSTOPS, VALVE THERMOMETER AND WALL MOUNTED BRACKET, LEAD FREE JR SMITH DX2005Y6- U-PO50, SQUARE TOP WITH 4 "SQUARE FLANGE e INTEGRAL 5EEPA6E PAN (TILED FLOORING IN RE5TROOM /CONCE55ION FD -2 FLOOR DRAIN 2" 2" 2" __ _- BUILDING) WITH TRAP PRIMER CONNECTION. TP -1: "MAC- MIFAB" MI -500 RECESSED IN WALL BEHIND AGGE55 PANEL WITH A 1/2" BALL VALVE PRECEDM& THE TRAP PRIMER. ELECTRIC HATER HEATER SCHEDULE FLUM51NO LEGEND STORAGE A55REV. DESCRIPTION ELECTRICAL OPER. UNIT MANUFACTURER LOCATION SERVICE CAPACITY GPM OUTLET SEWER OR WASTE BELOW SRADE WT. REMARKS K. W. V. / PH. / HZ. NO. d MODEL NO. - -- GW (6ALLON5) TEMP. (LESS) HW EWH STIEBEL ELTRON DOM. TANKLESS 5 GPM 120 15 206V- 10 -60HZ 25 CONDENSATE DRAIN 1 24 PLUS -5- HW GAS ---4iW- RN RECLAIMED NEATER (NON - POTABLE NEATER) EWH AO SMITH SR -20L DOM. HW - IN57 IIO 4.2 2O5V-10-6OHZ 10 tea- 263 BALANCING VALVE U UNION EWH CHRONOMITE DOM. lol UP PIPING UP 465 SR-40 __ HW IN57 120 6.3 206V- 10 -60HZ 10 CON5)LiIN6 EN6INEER5 1644 E. Halnut Street Suite A Pasadena OA 91107 Phase: 6266963650 Fax: 6266963655 GENERAL NOTES I. COMPLY WITH ALL LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, RULES AND REGULATIONS (2007 GPO). 2. COMPLY WITH ALL REQUIREMENTS OF THE SERVING A &ENCIES. PAY ALL COSTS REOUIRED FOR METER INSTALLATIONS, SEWER CONNECTIONS OR FEES IN RELATIONSHIP TO THI5 CONSTRUCTION. 3. COMPLY WITH ALL REFERENCED COMMERCIAL STANDARDS, SPECIFICATIONS, CODES, RULES, ETC.. 4. INSTALL DIELECTRIC FITTING BETWEEN FERROUS AND NON - FERROUS MATERIALS. 5. PIPE RELIEF DRAIN FOR WATER HEATER TO BE DRAINED TO AN APPROVED RECEPTACLE, SERVICE SINK OR AS SHOWN ON DRAWIN55. 6. CONTRACTOR TO VERIFY LOCATION, DEPTH AND SIZE OF POINT OF CONNECTIONS FOR WATER AND SEWER CONNECTIONS TO CIVIL WORK. T. CONTRACTOR SHALL INSTALL SHUT OFF VALVES ON EACH WATER SUPPLY AT EACH PLUMBING FIXTURE. 6. GENERAL, MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACTORS SHALL COORDINATE THEIR WORK PRIOR TO INSTALLATION TO PROVIDE FOR PROPER CLEARANCES BETWEEN EQUIPMENT, DUCT WORK, PIPING, JOISTS, CEILIN65, ETC.. 9. SEE MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT, COORDINATE ROUGH IN LOCATIONS OF CONDENSATE DRAINS WITH MECHANICAL CONTRACTOR. 10. ALL HORIZONTAL WASTE PIPING, AND CONDENSATE DRAINS SHALL HAVE A MINIMUM SLOPE OF 2% (114" P.L.F.) UNLESS NOTED OTHERWISE ON PLANS. 11. PLUMBING CONTRACTOR TO PROVIDE AND COORDINATE ALL FINAL PLUMBING CONNECTIONS AND HOOK -UPS TO ALL OWNER FURNISHED APPLIANCES. 12. ALL BURIED PIPING SHALL BE AT LEAST 2" BELOW BOTTOM OF CONCRETE SLAB. 13. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURES. 14. ALL GLEANOUTS SHALL BE ACCESSIBLE d SHALL BE EXTENDED THRU THE CONSTRUCTION ABOVE AS REOUIRED PER GPG 5183 OVER CONCESSION STAND AREA. 15. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 16. PROVIDE AGGE55 DOORS TO ALL CONGEALED VALVES, TRAP PRIMERS, ETC. IT ALL PIPING IN FINISHED AREAS SHALL BE RUN CONGEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE RUN AS HIGH AS POSSIBLE AND TIGHT TO THE WALLS. 18. ALL PIPING PENETRATING WALL, CEILING AND FLOOR SHALL BE ISOLATED FROM BUILDING STRUCTURES WITH RESILIENT SEALS. A. THE WATER CLOSET FLUSHOMETER SHALL FLUSH WITH NO MORE THAN 1.6 GALLON FLUSH AND URINALS NO MORE THAN 1.0 GALLON FLUSH. 20.FROVIDE GLEANOUT5 AT ALL THE UPPER TERMINAL OF EACH HORIZONTAL LE6 EXCEEDING V LONG PER SECTION 101.4, UPC. 21. FLOOR SINKS SHALL BE INSTALLED FLUSH WITH THE FLOOR SURFACE AND BE LOCATED SO AS TO BE READILY ACCESSIBLE FOR GLEANING AND REPAIR. 22. ALL WATER CLOSETS FOR HANDICAPPED ACCESSIBLE USE SHALL HAVE THE FLUSHOMETER VALVE HANDLE MOUNTED ON THE WIDE SIDE OF THE WATER GL05E7. 23. THE PAINTING CONTRACTOR SHALL PRIME AND PAINT ALL EXPOSED PIPING AND STAND OFFS ON ROOF. 24. ALL PLUMBING FIXTURES, PIPING, SHUT -OFF VALVES, COMPONENTS ETC. SHALL COMPLY WITH CALIFORNIA LEAD LAW AB -1953. 25. ALL OPENIN65 THROUGH FLOOR OVER CONCESSION STAND AREA SHALL BE SEALED WATER TIGHT TO THE FLOOR CONSTRUCTION AS PER CPC 510.1. 26. FLOOR DRAINS INSTALLED OVER CONCESSION STAND AREA SHALL BE EOUIPPED WITH INTEGRAL SEEPAGE PAN AS SPECIFIED AS PER GPG 315.2 21. PROVIDE ACCESS PANELS AS PER ARCHITECTURAL PRAKINC75 AND GPG 318.5. 26. ALL WASTE PIPE AND FITTIN55 SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE OR RECEIVE PRIOR APPROVAL OF THE ENGINEER. NOTE: I. ALL UNDERGROUND WASTE, VENT 4 STORM DRAIN OR METAL PIPING SHALL BE WRAPPED WITH 5 MIL POLYETHYLENE ENCASEMENT WITH A MIN OF AT LEAST 6 INCHES OF SAND SURROUNDING THE PIPE ALONG THE ENTIRE LENGTH OF PIPE AND FITTINGS TO RESIST HOT CORROSIVE CONDITIONS IN ACCORDANCE WITH ANSI/ANNA CI05/A213 -62 AND LOCAL AUTHORITIES. 2. UNDERGROUND RECLAIMED WATER PIPINS: SHALL BE WRAPPED CONTINUOUSLY WRAPPED WITH PUPRLE- COLORED MYLAR TYPE (PANTONE COLOR #512) AND IMPRINTED WITH THE WORDS: "CAUTION: RECLAIMED WATER, DO NOT DRINK" PER LOCAL STANDARDS AND CODES. PROVIDE TRACER WIRE FOR PIPE DETECTION PER LOCAL CODES AND REOUIREMENTS. 5. ABOVE FLOOR RECLAIMED WATER PIPING: SHALL BE WRAPPED CONTINUOUSLY WRAPPED WITH PUPRLE- COLORED MYLAR TYPE (PANTONE COLOR #512) AND IMPRINTED WITH THE WORDS: "CAUTION: RECLAIMED WATER, DO NOT DRINK" PER LOCAL STANDARDS AND CODES. 4. PROVIDE 516NAGE FOR THE RESTROOMS USING THE RECLAIMED WATER AS PER CPO, CHAPTER I6, PART 5. 5. FOR SEWER 8 VENT PIPING OVER THE CONCESSION STAND /STORAGE AREAS PROVIDE MISSION COUPLINC75 "HEAVY WEI6HT COUPLIN6511, 05HFV APPROVAL, 504 STAINLESS STEEL MULTIPLE- BANDED COUPLINGS, A5TM 0564, FM 1660, PLUMBING LEAD SHEET UNDERGROUND SERVICE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS �eer', °..E,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT CALL. DEPARTMENT WATER QUALITY DIMSI HEALTH ° a 2® MUKI LAND AND WATER NVIRONM ENVIRONMENTAL N O £ 31591 GII;nOf.a[RhdnO SDWD W10 -15 (��� a No. Y31159 San Juan Capistrano, CA92675 811 4 �A_ ♦ xww.RJMtlpsigngroup.wm DESIGN '7bj8 uliA�A ° 19 491 493-2690 W GROUP ORCAl19g 19 691 6 9 326 0 0 phone TWO WORKING DAYS GLENN LEEKS DATE SIGN DATE SIGN DATE SIGN DATE B GR ELDS DATE SIGN DATE SIGN DATE BEFORE YOU DIG ENVRONMENTAL HEALTH SPECIALIST 11/16/11 SIGNATURE EXPIRE 2 YRS. AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN Ec STAFFS EC Y. PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMM LED: APPROVED LOCATION: SEE SHEET C -0.1 DATE: .roams+ HORIZONTAL +tKEN - ENCINITAS COMMUNITY PARK 10630 -G LICENSE N0: M31157 OHN FRENKEN B LISA RUDLOFF RECORD FROM COUNTY OF SAN DIEGO VERTICAL PLUMBING FRONT SHEET ELEVATION: 215.640 DATUM:NCVD 29 GILBERT DILANCHIAN, PE EXP.: 12/31/13 DATE DATE P -0•0 SHEET52OF105 PLANNING CASE NO 04 -197 MUP /DR /CDP /EIA wl 0 N N 0 I e m e N x < � o W N Q N m o�Qe <? a N N a 0 r 0 a PI Im i I lz m r o T a oa 3 s 0 c c� cc °�U 0 c rn z� FIRE RATED CONCRETE WALL, SOLID OR BLOCK FIRE RATED GYPSUM HALL WOOD OR STEEL STUD MIN 4" THICK ROCK WOOL PACKED (MIN 4 P.O.F.) IN ANNULAR SPACE MYP) ESCUTCHEON PIPE M3 a FIREPROOF 51FA IN MAX-./ ., 5/6" ANNULAR AR SPADE. CAULK ON BOTH SIDES OF WALL, SYSTEM NO. W -L -1054 SYSTEM NO. G -A,1 -1155 F RATING = 1 -HR. OR 2 -HR. F RATING = 5 -HR. T RA71N6 = O -HR. T RATING = O -HR. L RATING AT AMBIENT - LESS THAN I CFM/50. FT. L RATING AT AMBIENT - LESS THAN I CFM /50. FT. L RATING AT 400 F - 4 OFM/50. FT. L RATING AT 400 F - 4 GIII FT. NOTES: I. FIREPROOF GAULKIN6 SHALL BE HILTI FS-ONE INTUMESCENT FIRC-STOP SEALANT. 2. MAXIMUM DIAMETER OF OPENING = I4 ". 5. ANNULAR SPACE = MINIMUM 0 ", MAXIMUM 2 -1/4 ". 4. MAXIMUM 12 "0 NOMINAL SCHEDULE 10 OR HEAVIER STEEL PIPE. MAXIMUM 12 "m NOMINAL OAST IRON PIPE. MAXIMUM 6 "0 NOMINAL COPPER PIPE. FIRE RATED PIPE PENETRATION�I NONE WATER CALCULATION METER ADDRE55: DOMESTIC NEATER: NORTH REETROOM BUILDING - HALL PARK WATER PRESSURE MAX: 102 PSI MIN.: 12 PSI AVAILABLE HATER PRESSURE 12.00 PSI L056 THIRD 2" WATER METER 0.50 P51 2" REDUCED PRESSURE BACKFLOW PREVENTOR 15.00 P51 L055 THRU PRESSURE REDUCING VALVE 15.00 PSI RESIDUAL PRE55URE 25.00 P51 LOSS DUE TO ELEVATION 5 FT. X 0.455 5.00 F51 TOTAL FRICTION LOSS 51 PEI PRESSURE AVAILABLE FOR FRICTION LOSS: 15.50 PSI FRICTION LOSE PER 100 FEET. = 15.50 PSI X 100 FT. / 550 TOL FT.= 2.52 P516 PER IOOFT NORTH RESTROOM BUILDING DOMESTIC FIXTURE UNITS = 65 R) SIZE NORTH RESTROOM BUILDING DOMESTIC 6PM = H GPM GPM MAX FIFE SIZE SCHEDULE PIPE SIZE SCHEDULE LOSS THRU I" WATER METER TYPE "L" COPPER TYPE "L" COPPER BASED ON MAX. FRE55URP DROP OF BASED ON MAX. PRESSURE DROP OF RESIDUAL PRESSURE 2.4 PI IOOFT. 2.4 PSI/ IOOFT. SYSTEM SIZED ON & FPS SYSTEM SIZED ON 5 FPS 56.50 P51 MAXIMUM VELOCITY MAXIMUM VELOCITY FRICTION LOSE PER 100 FEET. = 155 PEI X 100 FT. / 250 TDL GW PIPE SIZE ONLY HW PIPE SIZE ONLY SIZE FLUSH TANK FU GPM MAX FiU.4 \,I FU GPM MAX SIZE FLUSH TANK FU GPM MAX - - 1/2" - - - - 1/2" - - - 5/4" 4 4 - - 5/4" 4 4 - I" 10 8 - - 1" 10 8 24 1 1/4" 21 15 - - 1 1/4" 21 IS 40 1 1/2" 42 25 6 25 1 1/2" 42 25 -70 2" 121 50 46 50 2" 10"7 45 GOtFJ1LTIN6 EN6INEEFS 844 E. Walnut Strxt Stile A PawdenP, GA 9110'1 Kano: 6366963850 dowramocialsAC. Fax: 62bb96.5855 METER ADDRESS: SOUTH RESTROOM /CONCESSION BUILDING - HALL PARK WATER PRESSURE MAX: 102 Pei MIN.: 12 PV AVAILABLE HATER PRE55URE 72.00 PSI LOSS THRU I" WATER METER 0.50 P51 I" REDUCED PRESSURE BACKFLOW PREVENTOR 15.00 P51 LOSS THRU PRESSURE REDUCING VALVE 15.00 P51 RESIDUAL PRESSURE 25.00 P51 LOSS DUE TO ELEVATION 5 FT. X 0.455 5.00 F51 TOTAL FRICTION LOSS 56.50 P51 PRESSURE AVAILABLE FOR FRICTION LOSS: 15.50 P51 FRICTION LOSE PER 100 FEET. = 155 PEI X 100 FT. / 250 TDL FT.= 6.2 PSIS PER IOOFT. NORTH RESTROOM BUILDING DOMESTIC FIXTURE UNITS = 15 FU 51ZE NORTH RESTROOM DIILDIN6 DOMESTIC 5FM = 11 GPM GPM MAX PIPE SIZE SCHEDULE PIPE SIZE SCHEDULE TYPE "L" COPPER TYPE "L" COPPER BASED ON MAX. PRE55URE DROP OF BASED ON MAX. PRESSURE DROP OF 5.6 PSI/ IOOFT. 5.6 PSI/ IOOFT. SYSTEM 51ZED ON 8 FPS SYSTEM SIZED ON 5 FPS MAXIMUM VELOCITY MAXIMUM VELOCITY CW PIPE SIZE ONLY HW PIPE SIZE ONLY SIZE FLUSH TANK FU GPM MAX i IEF! VA_4E FU GPM MAX 51ZE FLUSH TANK FU GPM MAX UTILITIES 1/2" 1 2.5 - - 112" 1 2.5 5/4" -7 6 - - 5/4" -1 6 SCALE 20 14 - - I" I6 12 1 1/4" 5P 24 -1 24 1 1/4" 50 20 1 1/2" 86 40 25 40 1 1/2" 54 50 2" 225 -70 106 -70 2" 119 46 FINISHED WALL SURFACE COVER PLATE WITH SECURING SCREW GLEANII PLUG GLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH IN/ TOP OF GLEANOUT TEE FLOOR. I/6" G.I. BEND WALL AND FLOOR CLEANOUT _T____rT_l AS REOUIRED PIPE LINE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. SEE ARCHITECTURAL DWGS. FOR ROOFING 4 FLASHING MATERIAL. VENT THRU ROOF DETAIL L_� 3 NONE SCALE 4y MOUNT WATER HEATEF ASAINST WALL PIEF MANUFACTUER' RECOMMENDATION: UNION (TYP) TEMPERATURE 4 PRESSURE RELIEF VALVE TERMINATE 5/4 "RELIEF VALVE PIPING THRU WALL TO +6'A5V. FIN. GRADE EXPANSION TANK THERM- X -TIROL MODEL ST -5 :W TANKLESS ELECTRIC WATER HEATER NONE I PLUMBING DETAIL SHEET UNDERGROUND SERVICE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS m ° PUBLIC WORKS PLANNING AND BUILDING ENGINEERING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT _ CALL. DEPARTMENT WATER ENVIRONMENTAL HEALTH SDWD W10 -15 LauP AND wATeN 9uautt PlvlvoN v 31597 Canino Capistrano Nyo.- Y9113]�p San Juan Capistrano, CA 92675 40 811 *fib° �CPXC 49 Zfi90 ar uP mm GROUP f �OPCAll93 [99149Y2090 phone TWO WORKING DAYS GLENN LEEKS DATE SIGN DATE SIGN DATE SIGN DATE UT: GR LVLLLVS DATE SIGN DATE SIGN DATE BEFORE YOU DIG ENNRONNENTAL HEALTH SPECIALIST a /m /lT SIGNATURE EXPIRE 2 YRS. AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1cN ED BY: !DRAWN sTnFFS !CHECKED IU v: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMe1 DED: APPROVED LOCATION: SEE SHEET C -0.1 DATE:a HORIZONTAL N 'N ENCINITAS COMMUNITY PARK LICENSE N0: M31157 OHN FRENKEN R LISA RUDLOFF 10630 -G RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 GILBERT DILANCHIAN, PE EXP.: 12/31/13 DATE DATE PLUMBING DETAIL SHEET P -U.1 SHEET 60 OF 105 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA FLOOR SINK SET FLUSH INDIRECT DRAIN FROM SINK & EQUIPMENT W /TOP FIN. FLR. FLOOR SINK WITH AIR GAP CAULK JOINT AIR GAP OF 1 PIPE DIAMETER THIN SET CERAMIC TILE, TYP. CONC. INFILL @ TRENCH FOR BELOW GRADE UTILITIES )OO Qoo° GRAVEL SACKFUL °90 O NPHUB CONNECTION 'III -III- 11 -111- 3' WASTE TO DRAIN FLOOR SINK DETAIL SCALE NONE PLUMBING DETAIL SHEET UNDERGROUND SERVICE ALERT COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS m ° PUBLIC WORKS PLANNING AND BUILDING ENGINEERING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT _ CALL. DEPARTMENT WATER ENVIRONMENTAL HEALTH SDWD W10 -15 LauP AND wATeN 9uautt PlvlvoN v 31597 Canino Capistrano Nyo.- Y9113]�p San Juan Capistrano, CA 92675 40 811 *fib° �CPXC 49 Zfi90 ar uP mm GROUP f �OPCAll93 [99149Y2090 phone TWO WORKING DAYS GLENN LEEKS DATE SIGN DATE SIGN DATE SIGN DATE UT: GR LVLLLVS DATE SIGN DATE SIGN DATE BEFORE YOU DIG ENNRONNENTAL HEALTH SPECIALIST a /m /lT SIGNATURE EXPIRE 2 YRS. AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES1cN ED BY: !DRAWN sTnFFS !CHECKED IU v: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMe1 DED: APPROVED LOCATION: SEE SHEET C -0.1 DATE:a HORIZONTAL N 'N ENCINITAS COMMUNITY PARK LICENSE N0: M31157 OHN FRENKEN R LISA RUDLOFF 10630 -G RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 GILBERT DILANCHIAN, PE EXP.: 12/31/13 DATE DATE PLUMBING DETAIL SHEET P -U.1 SHEET 60 OF 105 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA T� le R a a 0 0 a Pi I b� ii �I Y m =r o �a 3 3 SS �o E� e� S .. ,m c � z N z Qo ELIJO JOINT POWERS DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 SCALE: PIPE 51ZE 50HEDULE 1 " =40' TYPE "L" COPPER 0 40 5.6 P51/ IOOFT. DJbIlEERS SYSTEM 51ZEP ON 8 FP5 SYSTEM SIZED ON 5 FP5 MAXIMUM VELOCITY MAXIMUM VELOCITY 844 E. Walnut West HIN PIPE 51ZE ONLY 51ZE FLUSH TANK FU d3LOIYJILTING FL61 VAU.EFU Site A SIZE FLUSH TANK FU GPM MAX Pasadena, CA 91101 ticnreauoculeaM. RI 525h,16-250 Fax: 626b96.S555 1/2" 3 2 UNDERGROUND SERVICE ALERT COUNTY OF SAN DIEGO CALL. H DEPARTMENT TE ENVIRONMENTAL HEALTH LANG AND WATER ENVIRONMENTAL DIVISION 811 3/4" TWO WORKING DAYS 5 GLENN LEEKS DATE BEFORE YOU DIG ENVIRONMENTAL HEALTH SPECIALIST CHANGE NO. DESCRIPTION 15 I APPROVED F DATE ELIJO JOINT POWERS DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 SCALE: PIPE 51ZE 50HEDULE 1 " =40' TYPE "L" COPPER 0 40 5.6 P51/ IOOFT. 80 zi 31591 Canino Capistrano No. Y3u" San Juan Capistrano, CA 92M15 DESIGN �' 'F www.RJMlesigngmup.wm �P [949[493- 26Mhix GROUP Ax �0 ➢C.1UW [949[493 -2600 phone Rj M 11 18 11 SCALE SPECIAL DISTRICT APPROVAL DES1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 NORTH RESTROOM BUILDING RECLAIMED WATER CALCULATION PUBLIC WORKS GILBERT DILANCHIAN, PE METER ADDRESS: NORTH RESTROOM DE LDIN6 - HALL PARK WATER PRESSURE MAX: 95 PSI MIN.: 15 PSI AVAILABLE WATER PRESSURE 78.00 PSI LOSS THRU 1 I /2" HATER METER 2.5 P51 LOSS THIRD PRESSURE REDUCING VALVE 15.00 FBI RESIDUAL PRESSURE 25.00 PSI LOSS DUE TO ELEVATION 5 FT X 0.433 3.00 PSI TOTAL FRICTION LOSS 45.50 PSI PRESSURE AVAILABLE FOR FRICTION LOI 32.50 F PI FRICTION LOSS PER 100 FEET. = 32.5 PSI X 100 FT. / 900 TDL FT.= 5.6 P516 PER IOOFT. NORTH RESTROOM BUILDING RECLAIMED WATER FIXTURE UNITS = 19 FU NORTH RESTROOM BUILDING RECLAIMED WATER SPM = 35 GPM PIPE 51ZE 5014EDULE PIPE 51ZE 50HEDULE TYPE "L" COPPER TYPE "L" COPPER BASED ON MAX. PRESSURE DROP OF BASED ON MAX. PRESSURE DROP OF 5.6 P51/ IOOFT. 5.6 P51/ IOOFT. SYSTEM 51ZEP ON 8 FP5 SYSTEM SIZED ON 5 FP5 MAXIMUM VELOCITY MAXIMUM VELOCITY CW PIPE 51ZE ONLY HIN PIPE 51ZE ONLY 51ZE FLUSH TANK FU 51 MAX FL61 VAU.EFU GPM MAX SIZE FLUSH TANK FU GPM MAX 1/2" 3 2 5/4" 6 5 - - 3/4" 6 5 I" 15 11 - - 1" 15 11 1 1/4" 26 15 - - 1 I /4" 14 20 1 1/2" 54 30 13 30 1 1/2" 54 30 2" 175 60 76 60 2" 119 45 2 1/2" 406 105 270 105 2 1/2" 225 70 METER ADDRESS: SOUTH RESTROOM /CONCESSION BUILDING - HALL PARK WATER PRESSURE MAX: 102 P51 MIN.: 12 PSI AVAILABLE WATER PRESSURE 12.00 PSI LOSS THIRD 1 1/2" WATER METER 2.50 1 LOSS THRU PRESSURE REDUCING VALVE 15.00 P51 RESIDUAL PRESSURE 25.00 P51 LOSS DUE TO ELEVATION 5 FT. X CABS 3.00 PSI TOTAL FRICTION LOSS 41 P51 PRESSURE AVAILABLE FOR FRICTION LOSS, 32.50 F51 FRICTION L055 PER 100 FEET. = 32.50 P51 X 100 FT. / 325 TDL FT.= 10 PISS PER IOOFT NORTH RESTROOM BUILDING RECLAIMED DOMESTIC FIXTURE UNITS = 19 FU NORTH RESTROOM BUILDINS RECLAIMED WATER SPM = 35 SPM PIPE 51ZE 5GHEDULE PIPE 51ZE 50HEDULE TYPE "L" COPPER TYPE "L" COPPER BASED ON MAX. PRESSURE DROP OF BASED ON MAX. PRESSURE DROP OF 10 P51/ IOOFT. 10 P51/ IOOFT. SYSTEM SIZED ON IS FP5 SYSTEM SIZED ON 5 FP5 MAXIMUM VELOCITY MAXIMUM VELOCITY CW PIPE 51ZE ONLY HW PIPE 51ZE ONLY SIZE FLUSH TANK FU GPM MAX FUJI VALE FU GPM MAX 51ZE FLUSH TANK FU 5PM MAX 1/2" 3 3 5/4" 12 9 - - 3/4" 8 7 28 19 - - 111 I6 12 1 1/4" 54 30 13 30 1 1/4" 50 20 1 1/2" ab 40 28 40 1 112" 54 30 2° 275 70 105 70 2" 119 4B PLANNING AND BUILDING ENGINEERING SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT SDWD W10 -15 PN DATE UT: GR LVILLIJS DATE SIGN DATE SIGN DATE SIGNATURE EXPIRE 2 YES. AFTER DATE PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. urcrvviaiury ur RECOM DD APPROVED: DATE: I. _ F ENCINITAS COMMUNITY PARK LICENSE NO M31157 OHN FRENKEN I LISA RUDLOFF PLUMBING SITE PLAN - EXP.: 12/31/13 DATE DATE NORTH RESTROOM BUILDING PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA P -1.1 10630 -G 0 n m e m e a iO N H � X 0 w h H M UtimO� O�ab N < U Ada N d Ad3ze w o!wow ayaz >au�o amax o�aa l2 R a 0 O a b� ii �I Y c D1 I F 10 Ta 3 3 as �o t� e� S .. ,o -i /N z Qo CALL: & 811 TWO WORKING DAYS CHANGE -I A .I= ':,y3alS�raiy:suT DESCRIPTION APPROVED SAN ELIJO JOINT POWERS D110 AM �+ 31591 Canino Capistrano No. Y9LLSi San Juan desIgmmne,CA92fi]$ R M * [99149MtlesiAn9muP �m GROUP '� °NAAN«Pyy� [949[49Y26901ar e�P �OPCAll� [949[493-2600 phone DATE SIGN DATE 11 /Ia /ll DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES DESCRIPTION: OC 0019 F LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 V \ PUBLIC WORKS GILBERT DILANCHIAN, PE 04 0A 66, SOUTH RESTROOM /CONCESSION BUILDING SCALE: =40' PLANNING AND BUILDING -rJJL^` PARKS AND REC UPERVISION OF RECOMe1 DEED: 4. DATE: P LICENSE N0: M31157 OHN FRENKEN EXP.: 12/31/13 DATE n»Kd9lY, 0 40 80 ENGINEERING SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT SDWD W10 -15 UT; GR LVLLIJS DATE SIGN DATE SIGN DATE SIGNATURE EXPIRE 2 YRS. AFTER DATE PROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK 10630 -G B : LISA RuDLOFF PLUMBING SITE SOUTH RESTROOM/ DATE CONCESSION BUILDING P -1.2 SHEET 62OF PLANNING CASE NO 04 -197 MUP /DR /CDP /EIA a a n 'n R a 0 O a Pi I b� ii cY cm i F o Ta 3 3 SS �o e� s .. c � m c � 'a N Qo APPROXIF -42" BEL, TO SEWER B OTHE SPECIAL NOTE: SEE PLUMBING FIXTURE SCHEDULE FOR PLUMBING ROU6H-INS FOR WASTE, VENT 4 HOT 4 COLD WATER TO FIXTURES ON SHEET PO -O. �� �O SCALE: 318"=I'-O' COI&LTING ENb118ER5 20 10 0 20 40 1844 E. Walnut West Sito A Fmodono, CA 91107 awaamwculMync. Fax: 626bA6.3H55 N o r t h R e s t r o o m F I o o r P l a n UNDERGROUND SERVICE ALERT 1 COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS m °x PUBLIC WORKS PLANNING AND BUILDING ENGINEERING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT CALL. OEPARIMENT OF ENVIRONMENTAL HEALTH a LAND AND WATER QUALITY DiwvQN 31591 Canino Capistrano SDWD W10 -15 No. Y6llST San Juan desIgmmno,CA925T$ 40 i 811 www.RJMtlesiAngmuP mm �OUN t '� °NAA��Pyy� [949[493-26M0 GROUP SOP CAll16 [949[49y2600 phone TWO WORKING DAYS GLENN LEEKS DATE SIGN DATE SIGN DATE SIGN DATE UT; GR ELDS DATE SIGN DATE SIGN DATE BEFORE YOU DIG ENVRONMENTAL HEALTH SPECIALIST 11/16/11 SIGNATURE EXPIRE 2 YRS. AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED E C BY DRAWN BY- CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. STAFFS EC DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMr1 DIED : APPROVED: LOCATION: SEE SHEET C -0.1 DATE: agv�u HORIZONTAL Tn i,. �_F PLUMBING FLOOR PLAN ENCINITAS COMMUNITY PARK 10630 -G LICENSE N0: M31157 OHN FRENKEN B : LISA RUDLOFF - RECORD FROM COUNTY OF SAN DIEGO VERTICAL 1 1 \ ELEVATION: 215.640 DATUM:NGVD 29 GILBERT DILANCHIAN, PE EXP.: 12/31/13 DATE DATE NORTH RESTROOM BUILDING D =A' 2 . HEET 63 OF 105 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA R 'n R a 0 0 a Pi I b� li cY cm i F o Ta 3 3 SS �o e� s .. c � m c � z N Qo UP TO FGO Es 2 "W UP (TYP) SLEEVE THRU WALL W/6 "SLEEVE 4 PROVIDE PIPING UP TO — _ __L_ 2' UP THRU FLR (TYP) 21, 4 "55 TYP) ° T FD (TYP) VENT PIIDIN5 / 4 UP THRU FLR 4 "55 DN THRU F KEEP PIPING AS HIGH AS TI B W/GLEANOUT P) POSSIBLE (TYP) WHA- BEL(TY) L_ _ THRU FL B_� TP -I (2)FD -1 A I 2 "V UP 7 \il FS -I -- �� 4 "55 UP (TYP) 5/4110N UP 3/4° SARBASE DISPOSER S t r e (3 FU) I SLEEVE THRU WALL P IT 2 "MIN AROUND PIPIN SEAL (7YP) 2 I C Ce551 I 2% SLOPE FD -1 5/411 2" 51,04 FU) RHB -I COTS ° 4 "(BO FU) °GONN'. 5 /4 "HW 4 GW T POO AAA A TYP) AAAt //�A BAGKW TER VALVE BY OTHERS - A FO ON517E SEWER SEE GIV L DINS 03 -2 4 NOTE •88 INS SEE CIVIL APPRO IMATE DEPTH RAWINSS , . -42" BE . GRADE I[� 4 "(44 FU) A B . C LL TO SEWER MAN HOLE ®GRADE ELEVATION OF 1-193' PROVIDE GLEANOUT (TYP) SPECIAL NOTE: SEE PLUMBING FIXTURE SCHEDULE FOR PLUMBING ROUGH -IN5 FOR WASTE, VENT 4 HOT 4 GOLD WATER TO FIXTURES ON SHEET PO -O. qO /°,." SCALE: 3/8" =1' -0' COI&LTING ENS118ER5 ^�,pa�a ^' 20 10 0 20 40 1844 E. Walnut West Sits A Pasadena, 6A 911G1 dowr&,,=FaI 020b90.3B55 South Restroom Building Lower Floor Plan UNDERGROUND SERVICE ALERT l COUNTY OF SAN DIEGO SAN ELIJO JOINT POWERS m a PUBLIC WORKS PLANNING AND BUILDING ENGINEERING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT CALL.DEPARTMENT OF ENVIRONMENTAL HEALTH a LAND AND WATER QUALITY DIMSiON 31591 Canino Capistrano SDWD W10 -15 No. YSIIST San Juan desigmmno,CA9z6T$ 40 i 811 Www.RJMtlesiAngmuP mm �OUN t '� °NAA��Pyy� [949[49326901 GROUP �OPCAll9A [9;9[493.2600 phone TWO WORKING DAYS GLENN LEEKS DATE SIGN DATE SIGN DATE SIGN DATE UT; GAYS ELDS DATE SIGN DATE SIGN DATE BEFORE YOU DIG ENVRONMENTAL HEALTH SPECIALIST 11/16/11 SIGNATURE EXPIRE 2 YRS. AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY DRAWN BY: CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC I STAFFS I EC DESCRIPTION: OC OO19 PLANS PREPARED UNDER SUPERVISION OF RECOMr1 DIED : APPROVED: LOCATION: SEE SHEET C -0.1 DATE: agv�u HORIZONTALTn i,. �_F ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO M31157 : OHN FRENKEN B LISA RUDLOFF PLUMBING LOWER FLOOR PLAN - RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 GILBERT DILANCHIAN, PE EXP.: 12/31/13 DATE DATE SOUTH RESTROOM BUILDING P-S201 SHEET 64 OF 105 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA a a n 'n a 0 r O a ni I ii Ci m r o Ta 3 3 �s o 0 /N z a � IN S CALL: 811 TWO WORKING DAYS BEFORE YOU DIG CHANGE NO. OF SAN DIEGO GLENN LEEKS DATE ENNRONMENTAL HEALPA SPECIALIST DESCRIPTION I APPROVED DATE ELIJO JOINT POWERS POG 1 1 /2'RW TO ONSITE RW PIPING - SEE CIVIL DRAWIN65 POO "OW TO ON51TE OW PIPING - SEE CIVIL D IN65 "(15 FU) - it GPM —�j ' I~ 11/2 "(19 FU) - 551 GPM I 1 /2 "RW UP FROM BEL. FLR. W /50V 8 PRV -1 "CW UP FROM BEL FL . W /50V 4 P -I ROUTE 11/2" BEL. 6 E 12" ABV. DOME57I ATER ( ) M e n 2 "W PIN THRU FLR. ( WTYP) RHB -I EWH -2 EWH-5 FCC FULL SIZE WASTE PIPING DN HRU FLR. L-2 4 TMV -1 - J I L -2 4 TMV -I (TMV LOCATED IN - 2 5/4" I 1 /211TW /211"I�, I TP -I FOR (2) FLOOR DRAT a ®— FD FD -2 WG -1 ma c_' —�� 2 "55 ON THRU U-1 (2)FLOOR DRA'NS -� FLR. W/CO I URINAL FUTU E RW LINE 2"V UP FROM I SIZE BASE ON LO 6P BEL FLR. 1 MOUNT PIPING ON WALL AS FD -2 ® 1 �, � REOUIRED (TYP) �MS -I _ —:21, 2 2 V 4 UP FROM BEL. FLR. EWH -5 5/4 1/2'1-4 1 VTR ` FD -2 2 WG -I —� -7v-� I 1 � WG_1 L-- _ - -L_ -- — 4 "55 ON THRU FLR. (TYF) WHA -I 1 /4 "RW UN TO WATER C1-05ET 3 /4 "CW DN THRU FLR. 1 1/4" (TYP) Al <B 31597 Canino Capistrana San Joan Capistrano, CA 92675 R M DESIGN wan Juan Capistano, CA9 NACP� [949149Y25901ax ORWP �OPCAll10 [949149Y26M phone OA /OB /I2 SCALE SPECIAL DISTRICT APPROVAL DESI DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 Secondary Electrical Room C I F) (F outh Restroom Upper Level Floor Plan PUBLIC WORKS I PLANNING AND BUILDING GILBERT DILANCHIAN, PE SPECIAL NOTE: SEE PLUMBING FIXTURE SCHEDULE FOR PLUMBING ROUGH -IN5 FOR WA5TE, VENT 4 HOT 4 GOLD WATER TO FIXTURES ON SHEET PO -O. 6A5 NOTE: IF 6A5 IS PROVIDED, PLEASE PROVIDE 6A5 LINE PLANS AND CALCULATIONS SHOWING 6A5 DEMANDS ,PIPE LENGTHS AND PIPE SIZE PER UPC 121-1.0 �� SCALE: LOWMI -TINS ENb118ER5 4 1644 E. NOInut Street 20 10 Site A 20 Pasadena, OA 91101 awvau bhitix. Fax: 6260963&5 CALL: 811 TWO WORKING DAYS BEFORE YOU DIG CHANGE NO. OF SAN DIEGO GLENN LEEKS DATE ENNRONMENTAL HEALPA SPECIALIST DESCRIPTION I APPROVED DATE ELIJO JOINT POWERS POG 1 1 /2'RW TO ONSITE RW PIPING - SEE CIVIL DRAWIN65 POO "OW TO ON51TE OW PIPING - SEE CIVIL D IN65 "(15 FU) - it GPM —�j ' I~ 11/2 "(19 FU) - 551 GPM I 1 /2 "RW UP FROM BEL. FLR. W /50V 8 PRV -1 "CW UP FROM BEL FL . W /50V 4 P -I ROUTE 11/2" BEL. 6 E 12" ABV. DOME57I ATER ( ) M e n 2 "W PIN THRU FLR. ( WTYP) RHB -I EWH -2 EWH-5 FCC FULL SIZE WASTE PIPING DN HRU FLR. L-2 4 TMV -1 - J I L -2 4 TMV -I (TMV LOCATED IN - 2 5/4" I 1 /211TW /211"I�, I TP -I FOR (2) FLOOR DRAT a ®— FD FD -2 WG -1 ma c_' —�� 2 "55 ON THRU U-1 (2)FLOOR DRA'NS -� FLR. W/CO I URINAL FUTU E RW LINE 2"V UP FROM I SIZE BASE ON LO 6P BEL FLR. 1 MOUNT PIPING ON WALL AS FD -2 ® 1 �, � REOUIRED (TYP) �MS -I _ —:21, 2 2 V 4 UP FROM BEL. FLR. EWH -5 5/4 1/2'1-4 1 VTR ` FD -2 2 WG -I —� -7v-� I 1 � WG_1 L-- _ - -L_ -- — 4 "55 ON THRU FLR. (TYF) WHA -I 1 /4 "RW UN TO WATER C1-05ET 3 /4 "CW DN THRU FLR. 1 1/4" (TYP) Al <B 31597 Canino Capistrana San Joan Capistrano, CA 92675 R M DESIGN wan Juan Capistano, CA9 NACP� [949149Y25901ax ORWP �OPCAll10 [949149Y26M phone OA /OB /I2 SCALE SPECIAL DISTRICT APPROVAL DESI DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 Secondary Electrical Room C I F) (F outh Restroom Upper Level Floor Plan PUBLIC WORKS I PLANNING AND BUILDING GILBERT DILANCHIAN, PE SPECIAL NOTE: SEE PLUMBING FIXTURE SCHEDULE FOR PLUMBING ROUGH -IN5 FOR WA5TE, VENT 4 HOT 4 GOLD WATER TO FIXTURES ON SHEET PO -O. 6A5 NOTE: IF 6A5 IS PROVIDED, PLEASE PROVIDE 6A5 LINE PLANS AND CALCULATIONS SHOWING 6A5 DEMANDS ,PIPE LENGTHS AND PIPE SIZE PER UPC 121-1.0 �� SCALE: 3/8" =1' -O' 4 20 10 0 20 40 ENGINEERING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SDWD W10 -15 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA 4 DATE SIGN DATE B GR ELDS OATS SIGN DATE SIGN DATE SIGNATURE EXPIRE 2 YRS. AFTER DATE CHECKED BY: PARKS AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EC UPERVISION OF RECOMH DIED : APPROVED DAB' �""°�' i L - ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO M31157 OHN FRENKEN B : LISA RUDLOFF PLUMBING UPPER FLOOR PLAN - EXP.: 12/31/13 DATE DATE SOUTH RESTROOM BUILDING P =S12 HEET OF 105 PLANNING CASE NO: 04 -197 MUP /DR /CDP /EIA F SECURITY ALARM SYSTEM SYMBOLS © SECURITY ALARM CONTROL PANEL - SEE SPECIFICATIONS. ® SECURITY SYSTEM POWER SUPPLY - SEE SPECIFICATIONS. Q SECURITY ALARM PASSIVE INFRARED MOTION SENSOR - SEE SPECIFICATIONS. ® SECURITY ALARM DUAL TECHNOLOGY MOTION SENSOR - SEE SPECIFICATIONS. ® SECURITY ALARM ULTRASONIC MOTION SENSOR - SEE SPECIFICATIONS. ® SECURITY ALARM DOOR CONTACT - SEE SPECIFICATIONS. ® SECURITY ALARM PANIC BUTTON - SEE SPECIFICATIONS. ® SECURITY ALARM KEY PAD - BEE SPECIFICATIONS. ® SECURITY ALARM GLASS BREAK INDICATOR - SEE SPECIFICATIONS. —5S— SECURITY ALARM SYSTEM BRANCH CIRCUIT PER SECURITY ALARM RISER DIAGRAM AND /OR SPECIFICATIONS. ACCESS CONTROL SYSTEM SYMBOLS AGCP ACCESS CONTROL PANEL - SEE SPECIFICATIONS AFS ACCESS CONTROL SYSTEM POWER SUPPLY - SEE SPECIFICATIONS FLPTI ACCESS CONTROL SYSTEM LOCK POWER SUPPLY - SEE SPECIFICATIONS KS ACCESS CONTROL KEY SWITCH - SEE SPECIFICATIONS. ® ACCESS CONTROL LOCAL ALARM SOUNDER - SEE SPECIFICATIONS. ® ACCESS CONTROL PROXMITY READER - SEE SPECIFICATIONS. ® ACCESS CONTROL CARD READER - SEE SPECIFICATIONS. ® ACCESS CONTROL KEY PAD - SEE SPECIFICATIONS. ® ACCESS CONTROL REQUEST TO EXIT SENSOR - SEE SPECIFICATIONS. _Ac___ ACCESS CONTROL SYSTEM BRANCH CIRCUIT PER ACCESS CONTROL RISER DIAGRAM AND /OR SPECIFICATIONS. a 1 a UNDERGROUND SERVICE ALERT 'L n CALL: 811 1 X N C sz TWO WORKING DAYS a ° BEFORE YOU DIG I a CHANGENO. DESCRIPTION �o � N a � rc o n LPs LOW PRESSURE SODIUM ABBRE V IAT IONS MAXIMUM 4$/DP 4• SQUARE BY 2 1/8' DEEP BOX MOCP ADA AMERICAN WITH DISABILITIES ACT MAIN CIRCUIT BREAKER AFF. ABOVE FN15H FLOOR MO, AF.G. ABOVE FINISH GRADE METER AWGa AMERICAN WIRE GAUGE MV AMP, A AMPERE METAL HALIDE A.I.C. AMPERES INTERRUPTING CAPACITY MCA MINIMUM CIRCUIT AMPS (SYMMETRICAL) MOTOR CONTROL CENTER AF /AT AMP FRAME, AMP TRIP MCP A14J AUTHORITY HAVING JURISDICTION MANUFACTURER AS /AF AMP SWITCH, AMP RUSE MW ATS AUTOMATIC TRANSFER SWITCH NON AUTOMATIC DISCONNECT AVG AVERAGE NEMA BDF BUILDING DISTRIBUTION FRAME MANUFACTURERS' ASSOCIATION BR BRANCH NO BLDG BUILDING NOWFUSED CEC CALIFORNIA ELECTRICAL CODE N.T.S. CIRC, CKT. CIRCUIT NIGHT LIGHT CB CIRCUIT BREAKER OFCI CSFO COMBINATION SMOKE FIRE DAMPER INSTALLED. C CONDUIT PH.or4 CA. CONDUIT ONLY, COMPLETE WITH PHOTOCELL P.C. PULLSTRNG P COTUN CONNECTED POLY VINYL CHLORIDE CPT CONTROL POWER TRANSFORMER PRIMARY CLCB CURRENT LIMITING CIRCUIT BREAKER FURNISH, INSTALL AND CONNECT. CUP CURRENT LIMITING FUSE PA CT CURRENT TRANSFORMER RECEPTACLE DIA DIAMETER R35 DISC DISCONNECT ROOT MEAN SQUARE DIST DISTRIBUTION SCS E.C. ELECTRICAL CONTRACTOR SMOKE FIRE DAMPER EMS ENERGY MANAGEMENT CONTROL SMACNA SHEET METAL 4 AIR COND. SYSTEM CONTRACTORS' NAT'L ASSOC. EMT ELECTRICAL METALLIC TUBING TC ENT ELECTRICAL NON - METALLIC TUBING TELEPHONE AND DATA EWC ELECTRIC WATER COOLER T.V.SS. EP.O. EMERGENCY POWER OFF SUPPRESSION E -O -L END- OF-LINE CIRCUIT TERMINATOR LAPS. EF EXHAUST FAN UNLESS OTHERWISE NOTED EKG EQUIPMENT GROUND (GREEN) VAV E EXISTING EQUIPMENT VOLTS EP EXPLOSION PROOF VD PT a FEET WEATHERPROOF FA FIRE ALARM XFMR FLA GRD FULL LOAD AMPS GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER GPP GROUND FAULT PROTECTION GEC GROUNDING ELECTRODE CONDUCTOR HACR HEATING AIR CONDITIONING ° REFRIGERATION HOA FIAND- OFF -AUTO v HVAC HEATING, VENTILATING AND AIR CONDITIONING o HUWDU-. HEIGHT, WIDTH, DEPTH, LENGTH u HID HIGH INTENSITY DISCHARGE HP HORSEPOWER HF'S HIGH PRESSURE SODIUM IN o " INCHES I/G ISOLATED GROUND IDF INTERMEDIATE DISTR15UTI0N FRAME JBOX JUNCTION BOX K DEGREE KELVIN KCMIL THOUSAND CIRCULAR MILS KVA KILOVOLT AMPERES KW KILOWATT KWI4 KILOWATT HQUR m LCL LONG CONTINUOUS LOAD G LF. LINEAR FEET LTG, LTS LIGHTING a 1 a UNDERGROUND SERVICE ALERT 'L n CALL: 811 1 X N C sz TWO WORKING DAYS a ° BEFORE YOU DIG I a CHANGENO. DESCRIPTION �o � N a � rc o n LPs LOW PRESSURE SODIUM MAX MAXIMUM MOF MAIN DISTRIBUTION FRAME MOCP MAXIMUM 0VERCUFRFNT PROTECTION MCB MAIN CIRCUIT BREAKER MLO MAIN LUGS ONLY MO, MEC44ANICAL CONTRACTOR M METER M/M METER MAIN MV MERCURY VAPOR MH METAL HALIDE MIN MINIMUM MCA MINIMUM CIRCUIT AMPS MCC MOTOR CONTROL CENTER MCM THOUSAND CIRCULAR MILS MCP MOTOR CIRCUIT PROTECTOR MFR MANUFACTURER MTO MOUNTED MW MICROWAVE NATO NON AUTOMATIC DISCONNECT NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION NC NORMALLY CLOSED NO NORMALLY OPENED NF NOWFUSED NO NOT N CONTRACT N.T.S. HOT TO SCALE NL NIGHT LIGHT NO. KK NO NUMBER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED. %Z PERCENT IMPEDANCE PH.or4 PHASE PO PHOTOCELL P.C. PLUMBING CONTRACTOR P POLE PVC POLY VINYL CHLORIDE PDU POWER DISTRIBUTION UNIT PRIMARY OVER 600 VOLTS PROVIDE FURNISH, INSTALL AND CONNECT. PT POTENTIAL TRANSFORMER PA PUBLIC ADDRESS NEC, RECEPT RECEPTACLE REF REFRIGERATOR R35 RIGID GALVANIZED STEEL RMS ROOT MEAN SQUARE WC SHORT CIRCUIT CURRENT SCS STRUCTURED CABLING SYSTEM SFO SMOKE FIRE DAMPER SECONDARY 600 VOL-76 AND LESS SMACNA SHEET METAL 4 AIR COND. CONTRACTORS' NAT'L ASSOC. 8Q SQUARE TC TMECLOCK TEL/DATA TELEPHONE AND DATA TV TELEVISION T.V.SS. TRANSIENT VOLTAGE SURGE SUPPRESSION TYP TYPICAL LAPS. UNDERGROUND PULL SECTION UON. UNLESS OTHERWISE NOTED UPS. UNINTERRUPTABLE POWER SYSTEM VAV VARIABLE AIR VOLUME V VOLTS VA VOLT AMPERES VD VOLTAGE DROP WP WEATHERPROOF W WIRE XFMR TRANSFORMER 1NYEYIwarM - 6aYAM CAa'We mnam.mo - fnnamazlar.c ...iamonmlSGn a.yraaG.0 K1 JE1:aO189PdN APPROVED I DATE FIRE ALARM SYSTEM SYMBOLS SEE FIRE ALARM OR CENTRAL MONITORING SYSTEM DRAWINGS FOR FIRE ALARM SYMBOLS. SIGNAL SYSTEM SYMBOLS WALL MOUNTED CLOCK FIELD VERIFY MOUNTING HEIGHT PRIOR TO INSTALLATION B 'B' INDICATES BATTERY OPERATED CLOCK 'D' INDICATES DIGITAL CLOCK NO LETTER' INDICATES ANALOG CLOCK REFER TO SPECIFICATIONS. _C_ CONCEALED CLOCK CONDUIT RUN 1/2' CONDUIT, OR AS NOTED, WITH CONDUCTORS PER SPECIFICATIONS. TV OUTLET, WALL MOUNTED. STUB A 3/4'C0. UP 6- ABOVE THE ACCESSIBLE CEILNG AND PROVIDE A BUSHING. © TV OUTLET FLUSH CEILING MOUNTED. —TV— CONCEALED TELEVISION CONDUIT RUN 3/4' CONDUIT, OR AS NOTED, WITH CONDUCTORS - REFER TO SPECIFICATIONS. MICROPHONE OUTLET, WALL MOUNTED. PROVIDE 3/4' CO. (WITH PULL ROPE) UP TO 6' ABOVE ACCESSIBLE CEILING SPACE, BABFH ENDS. M MICROPHONE OUTLET FLUSH CEILING MOUNTED. _M_ CONCEALED MICROPHONE CONDUIT RUN, 3/4' CONDUIT, OR AS NOTED, WITH CONDUCTORS - REFER TO SPECIFICATIONS. I©y SURFACE WALL MOUNTED SPEAKER 'v' INDICATES VOLUME CONTROL. ❑3 MOUNTED y SURFACE MO SPEAKER,'V' NDICATES VOLUME CONTROL. �Ia FLUSH WALL MOUNTED SPEAKER, 'V' INDICATES VOLUME CONTROL. Qv CEILING FLUSH MOUNTED SPEAKER, IV' INDICATES VOLUME CONTROL. IQ VOLUME CONTROL, WALL MOUNTED. —S— CONCEALED SPEAKER CONDUIT RAN 3/4' CONDUIT, OR AS NOTED, WITH CONDUCTORS - REFER TO SPECIFICATIONS. ANNOTATIONS O PANEL CALLOUT, 'A' INDICATES PANELBOARD OR EQUIPr-ENT DESIGNATION q0 FECHANICAL EQUIPMENT CALLOUT,'AC' INDICATES UNIT TYPE AND '2' INDICATES 2 UNIT NUMBER REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS. 3 E -I DETAIL CALLOW', '3' INDICATED DETAIL NUMBER 'E -I' INDICATES SHEET NUMBER PLAN NOTE REFERENCE, REFER TO NOTES ON SHEET, OR AS DIRECTED. A4 REN810N REFERENCE. Ty WIPE CONFIGURATION 0 DELTA CONFIGURATION 1 GROUND CCTV SYSTEM SYMBOLS GCry CLOSED CIRCUIT TELEVISION CONTROL PANEL - SEE SPECIFICATIONS. GPa CLOSED CIRCUIT TELEVISION POWER SUPPLY - SEE SPECIFICATIONS. C233 OCTV FIXED POSITION CAMERA - SEE SPECIFICATIONS. ®) CCTV PAN/TILT CAMERA - SEE SPECIFICATIONS. ® CCTV VIDEO AMPLIFIER - SEE SPECIFICATIONS. ® CCTV VIDEO MONITOR - SEE SPECIFICATIONS. —CC— OCTV SYSTEM BRANCH CIRCUIT PER CCTV SYSTEM RISER DIAGRAM AND /OR SPECIFICATIONS. SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 31591 Camino Capistrano ,b San Juan Capistano, CA 92675 �� MGROUN San Juan .RJMdmsjjg Capsngmop.wm DESIGN [94914932890lax [9491493.2600 phone TELEPHONE /DATA SYMBOLS TELEPHONE OUTLET BOX, WALL MOUNTED. STUB A 3/4' CO. UP 6' ABOVE THE N ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. 'W' • WALL MOUNTED PHONE. 'P' • PUBLIC (PAY) PHONE. VERIFY ALL REQUIREMENTS WITH THE TELEPHONE UTILITY COMPANY. PROVIDE 11C0. (MIN) TO THE MAIN TELEFWONE BACKBOARD. MOUNTING HEIGHT AS REQUITED. DATA OUTLET BOX, WALL MOUNTED. STUB A 3/4' CO. UP 6' ABOVE THE ICI ACCESSIBLE CEILING AND PROVIDE A BASHING. 4S/DP MINIMUM WITH SINGLE GANG RING. COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED. STUB A 1' CO. q UP 6' ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. TELEPHONE OUTLET BOX, FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR UIIHEN INDICATED IN A FLOOR BOX SYMBOL. Q DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. Q COMBINATION TELEPHONE AND DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. TELEPHONE OUTLET BOX, WALL MOUNTED 6' ABOVE COUNTER OR SPLASH. TUB A 3/4' CO. UP 6' ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4$/DP MINIMUM WITH SINGLE GANG RING. DATA OUTLET BOX, WALL MOUNTED 6' ABOVE COUNTER OR SPLASH. STUB A 3/41C0. UP 6' ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING, 4$/DP MINIMUM WITH SINGLE GANG RING. COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED 6' ABOVE 04- COUNTER OR SPLASH. STUB A IN CO. UP W ABOVE THE ACCESSIBLE CEILNG AND PROVIDE A BUSHING. 4SMP MINIMUM WITH SINGLE GANG III COMBINATION TELEPHONE AND DATA OUTLET BOX MOUNTED IN ACCESSIBLE ® CEILING SPACE OR IN FLOOR BOX PER PLAN FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH -N - M01NT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. COMBINATION TELEPHONE AND DATA OUTLET, WALL MOUNTED AT AB' APP. FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM. PROVIDE THE FOLLOWING, - IN A NON -RATED INSULATED WALL, OR NON -RATED UNINSULATED WALL, PROVIDE A 2 -GANG MUD RING OR CADDY Tab$ SERIES BOX MOUNTING BRACKET (EQUAL BY SHUNS OR RAYCO) WITH (2) I- VG'CO. WITH PULL STRING TO ACCESSIBLE CEILING. PROVIDE Hit, BUSHINGS AT CONDUIT ENDS. REFER TO ARCHITECTURAL PLANS FOR WALL OONSTRICTI0NRYPE AND CEILING CONDITIONS. - N A RATED WALL, PROVIDE (I) 4S/DP BOX WITH (2) I- V4'CO. AND (D 4S/DP BOX WITH (D 1- 14'C.0. WITH PULL STRINGS IN EACH CONDUIT TO ACCESSIBLE CEILING. PROVIDE 1 -14' BUSHINGS AT CONDUIT ENDS. UTILIZE CADDY'RBS SERIES BOX MOUNTING BRACKET TO MAINTAIN BOX ALIGNMENT. (EQUAL BY B -LINE OR RAYCOAUTLIZE FIRESTOPPING SYSTEM PADS RATED FOR USE ON THE INSIDE OR OUTSIDE OF THE BOX (STI OR EQUAL) AS REQUIRED TO MAINTAIN RATING OF WALL OR MEMBRANE. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/YTM AND CEILING CONDITIONS. —T— CONCEALED TELEPHONE/DATA CONDUIT RUN, 3/4' CONDUIT ONLY (MIN). SEE TABLE FOR CONDUIT SIZE VARIATIONS TI • IN CO. T2 • 1 -1/4' CO. T3 • 142, CO. T4 • 2' CO. TS • (2) 3/4' CO. a FLUSH MOUNTED, LOCKABLE TERMINAL DABNEY WITH TERMINAL STRIPS AS REQUIRED. SURFACE MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS AS REQUIRED. TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO SYSTEM GROUND DETAIL. PUBLIC WORKS I PLANNING AND BUILDING SIGN DATE PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE N0.: E1561 RAYMOND W. SWARTZ P.E. EXP.: 77J37173 SIGN DATE RECREATION LIGHTING / LIGHTING CONTROL SYMBOLS SITE LIGHTING FIXTURE SYMBOLS DEPICTED WITH CAPITAL LETTERYS) ADJACENT TO RESPECTIVE SYMBOLS) INOICATE(S) LIGHT FIXTURE MOUNTING BASE DETAIL(S). SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE SYMBOL RFORiATION. LIGHTING FIXTURE CALL OUT, '3' INDICATES FIXTURE TYPE (REFER TO LIGHTING FIXTURE SCHEDULE). 3d LOWER CASE LETTER 'a' ADJACENT TO FIXTURE TYPE INDICATES BALLAST OPTION (SEE GENERAL LIGHTING FIXTURE SCHEDULE NOTES). WALL MOUNTED DIMMER SEE SINGE POLE SWITCH SYMBOL FOR RELATED SUBSCRIPTS. PROVIDE DIMMER TYPE TO MATCH INDICATED BALLAST TYPE AND CONTROL REQUIREMENTS - SEE SPECIFICATIONS. H OCCUPANCY SENSOR (AUTO ON) WITH SWITCHPACK(S) AND OUTLET BOX, I -WAY DIRECTIONAL AS map SHOWN, SURFACE MOUNTED. PROVIDE INTERNAL MASKING AS REQUIRED TO LIMIT COVERAGE. ADJACENT LOWER CASE LETTERS VaJ29 INDICATES ADDITIONAL REQUIRED SWITCHPACKS. ADJACENT UPPER CASE LETTER ('H') INDICATES CONNECTION TO HVAC SYSTEM CONTROLS VIA THE ISOLATED RELAY TO PROVIDE A DRY - CONTACT CLOSURE. H OCCUPANCY SENSOR (AUTO ON) WITH SWITCHPACK(S) AND OUTLET BOX, 2 -WAY DIRECTIONAL AS trap SHOW, SURFACE MOUNTED. ADJACENT LOWER CASE LETTERS Vab') INDICATES ADDITIONAL REQUIRED SWITCHPACKS. ADJACENT UPPER CASE LETTER ('H') INDICATES CONNECTION TO HVAC SYSTEM CONTROLS VIA THE ISOLATED RELAY TO PROVIDE A DRY - CONTACT CLOSURE. yH OCCUPANCY SENSOR (AUTO ON/ MANUAL ON), WALL MOUNTED. ADJACENT LOWER CASE LETTERS ID vz) ('yX) INDICATES DUAL RELAY SENSOR SWITCH LEG 'y' TO BE CONFIGURED AS 'AUTOMATIC ON / AUTOMATIC OFF' AND BE CONTROLLED BY ONE OF THE FACEPLATE SWITCHES ON THE UNIT. SWITCH LEG 'z' TO BE COFIGUPED AS MANUAL ON / AUTOMATIC OFF' AND BE CONTROLLED BY ONE OF THE FACEPLATE SWITCHES ON THE UNIT. ADJACENT UPPER CASE LETTER CE19 INDICATES CONNECTION TO HVAC SYSTEM CONTROLS VIA AN ADDITIONAL SWITCIHPACK TO PROVIDE A DRY - CONTACT CLOSURE. H VACANCY SENSOR (MANUAL ON), WALL MOUNTED. ADJACENT LOWER CASE LETTERS !'yz'1 INDICATES NO (yz) DUAL FLAY SENSOR BOTH SWITCH LEGS TO BE CONFIGURED IN A'MANIAL ON' CONFIGURATION ADJACENT UPPER CASE LETTER ('H') INDICATES CONNECTION TO HVAC SYSTEM CONTROLS VIA AN ADDITIONAL SWITCHPACK TO PROVIDE A DRY - CONTACT CLOSURE. fm a LOW VOLTAGE MOMENTARY SWITCHES, WALL MOUNTED, FOR MANUAL 'ON/OFF' AND 'DIMMING' (STEPPED / CONTINUOUS) CONTROL OF LIGHTING WAHICH IS CONTROLLED BY CEILING MOUNTED OCCUPANCY fQ ab SENSORS / INTELLIGENT SWITCHPACKS. ADJACENT LOWER CASE LETTERS ('ab') INDICATES KD SWITOHLEGS / CHANNELS TO BE CONTROLLED. EXACT CONTROL FUNCTION IS DETERMINED BY THE Kap BALLAST/FIXTURE TYPE. UPPER CASE PREFIX K' INDICATES LOCKING SWITCH. H OCCUPANCY SENSOR (SWITCHED - AUTO ON 'a' / MANUAL ON '(bl'), (STEP DIMMED - AUTO ON 80% sa,(b) 'a' / MANUAL ON 100 %'(b)'), OR (CONTINUOUS DIMMED - AUTO ON 50% 'a' / MANUAL ON 100 %'!a)') aaWITH INTELLIGENT SWITCHPACK AND OUTLET BOX, I -WAY OR 2 -WAY DIRECTIONAL AS SHOWN, (b) SURFACE MOUNTED. ADJACENT LOWER CASE LETTERS ('a,lbY OR'aFaY) INDICATES QUANTITY AND H CONTROL CONFIGURATION OF SWITCFILEGS. LEADING LETTERS (OR COMBINATION OF LETTERS AND ON NUMBERS) INDICATE NUMBER O SWITCHLEGS WITH SOME FORM OF 'AUTOMATIC ON' FUNCTIONALITY. H LETTERS (OR COMBINATION OF LETTERS AND NUMBERS) IN PARENTHESIS INDICATE NUMBER OF �a /aJ SWITC 4LEGS WITH SOME FORM Or 'MANUAL ON' FUNCTIONALITY. EXACT CONTROL FUNCTION IS DETERMINED BY THE BALLAST / FIXTURE TYPE. ADJACENT UPPER CASE LETTER ('H') INDICATES CONNECTION TO HVAC SYSTEM CONTROLS VIA THE ISOLATED RELAY TO PROVIDE A DRY- OONTACT CLOSURE. (80) AUTOMATIC SWITCHING / STEP- DIMMING DAYLIGHTING CONTROLLER USED TO SWITCH OFF LIGHTS 4Dx4 WHEN SUFFICIENT NATURAL LIGHT IS PRESENT. NUMBER IN PARENTHESIS INDICATES THE AVERAGE UIORKPLANE 'TARGET ILLUMINATION' SYMBOL VALUE. SEE SPECIFICATIONS FOR'OFF','DEADBAND' AND 'OFF TIME DELAY' SETTINGS. ADJACENT LOWER CASE LETTERS 'x: INDICATES SWITCH LEG(S) CONTROLLED. ADJACENT ': INDICATES SWITCHLEG CONTROLLED BY SENSOR (80) AUTOMATIC CONTINUOUS DIMMING DAYLIGHTING CONTROLLER USED TO DIM LIGHTS WHEN SUFFICIENT COX. NATURAL LIGHT IS PRESENT. NUMBER IN PARENTHESIS INDICATES THE AVERAGE WORKPLANE 'TAIInET ILLUMINATION' SYMBOL VALUE. ADJACENT LONER CASE LETTERS 'x: INDICATES SWITCH LEG'S) CONTROLLED. — . — LOW - VOLTAGE WIRING BETWEEN OCCUPANCY SENSORS, VACANCY SENSORS, DAY - LIGHTING CONTROLS, LOW - VOLTAGE SWITCHES, AND SWITCHPACKS. CONDUCTOR TYPE AND QUANTITY PER MANUFACTURER'S RECOMMENDATIONS AND WIRING DIAGRAMS. 0.� INDICATES FINAL CONNECTION TO A LIGHTING FIXTURE, NUMBER OF CONDUCTORS AS REQUIRED. ENGINEERING ENCINITAS FIRE DEPARTMENT ( (go APRIL 9, 2012 V:G IELDS DATE SIGN DATE :OVALS I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. - ENCINITAS COMMUNITY PARK 10630 -G OHN I EN : LISA RUDLOFF APRIL 9, 2012 APRIL 9, 2012 DATE DATE SYMBOL LIST E -0.1 SHEET66 OF 1 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA 4 m a w O a r A 0 0 a MISCELLANEOUS SYSTEM SYMBOLS Ic INVERTER CONTROL PANEL - SEE INVERTER SPECIFICATIONS Iq INVERTER ANNUNCIATOR PANEL - SEE INVERTER SPECIFICATIONS r— GENERATOR ANNUNCIATOR PANEL - SEE GENERATOR SYSTEM SPECIFICATIONS FOR MORE INFORMATION I5C9 INTEGRATED DIMMING CONTROL STATION ODCS) PANEL - WALL MOUNTED. SEE IDCS SYSTEM SPECIFICATIONS FOR MORE INPORMATIONL rp—pc—sl DIMMING PANEL CONTROL STATION (DPCS) PANEL - WALL MOUNTED. SEE DPCS SYSTEM SPECIFICATIONS FOR MORE INORTATION. LIGHTING CONTROL SYSTEM LOCAL SWITCH - WALL MOUNTED. SEE LIGHTING CONTROL SYSTEM SPECIFICATIONS FOR MORE INFORMATION I-E LIGHTING CONTROL SYSTEM OVERRIDE SWITCH - WALL MOUNTED. SEE LIGHTING CONTROL SYSTEM SPECIFICATIONS FOR MORE INFORMATION. LIGHTING CONTROL SYSTEM M45TER SWITCH - WALL MOUNTED. SEE LIGHTING CONTROL SYSTEM SPECIFICATIONS FOR MORE INFORMATION. ♦® IOCS/DPCS SYSTEM REMOTE STATION SWITCH - WALL MOUNTED. SEE IDCS SYSTEM AND /OR DPCS SYSTEM SPECIFICATIONS FOR MORE INFORMATION IOCS/DPCS SYSTEM PARTITION STATION SWITCH - WALL MOUNTED. SEE IOCS SYSTEM AND /OR OF'C8 SYSTEM SPECIFICATIONS FOR MORE INFORMATION. FLOOR BOX / SF ECIALTY WALL BOX SYMBOLS SINGLE SERVICE IN FLOOR BOX PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND L —. SPECIFICATIONS FOR MORE INFORMATION, i — T — i TWO SERVICE IN FLOOR BOX PROVIDE DEVICES PER PLAL SEE FLOOR BOX DETAILS AND L — + —+ SPECIFICATIONS FOR NOR= INFORMATION. THREE SERVICE IN FLOOR BOX PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND L — + — + —' SPECIFICATIONS FOR MORE INFORMATION FOUR SERVICE IN FLOOR BOX PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND I I I SPECIFICATIONS FOR MORE INFORMATION. i _T_T_l SIX SERVICE IN FLOOR BOX. PROVIDE DEVICES FER PLAN. SEE FLOOR BOX DETAILS AND — +—+—A SPECIFICATIONS FOR MORE INFORMATION R T T T -GANG AV FLOOR BOX PROVIDE DEVICES PER PLAN SEE FLOOR BOX DETAILS AND Lql J SPECIFICATIONS FOR MORE INFORMATION. f 11 RECESSED FLAT PANEL TV/DIBPLAY WALL BOX WITH FLUSH GROMMETED COVER PANEL (FSR M'IIIB- 100 -m) AND MINIMUM OF (1) 1- 1 /4000. FROM TOP - MOUNTED L.V. CONDUIT ENTRY BOX TO ACCESSIBLE CEILING. SEE PLANS FOR ANY ADDITIONAL CONDUIT REQUIREMENTS. PROVIDE ADDITIONAL L.V. AND LINE VOLTAGE CONDUIT ENTRY BOXES AS REQUIRED TO ACCOMPLISH WALL BOX CONFIGURATION DEPICTED ON PLANS. FLUSH GROMMETED COVER SHALL BE ILHITE, BLACK OR CUSTOM COLOR PER ARCHITECT. WHEN FIELD CONDITIONS PROHIBIT INSTALLATION OF THIS DEVICE (SUCH AS WALL STUD/CAVITY DEPTH OF LESS THAN 3' ETC), CONFIRM NA WRITTEN R'I THE INSTALLATION OF A TRADITIONAL POWER AND DATA RECEPTACLE INSTALLATION ALONG SIDE CCTV/AV JUNCTION BOX CONSISTING OF 4 -GAN6 DEEP JUNCTION BOX WITH 1- 1/40C.0. TO ACCESSIBLE CEILING IN ADDITION TO ANY OTHER CONDUIT REQUIREMENTS DEPICTED ON PLANS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR MOUNTING HEIGHT. M 0 0 pli 5 d VI UNDERGROUND SERVICE ALERT CALL: �^ 811 8 n F N C � TWO WORKING DAYS a ° BEFORE YOU DIG I a CHANGE NO. DESCRIPTION n v a %N tiO � o rc n on 1 I 1b92 E YM C-Fs p:RI06 (TA)4aHls'1. (>A)tlMH6Ta .�...lmeiemtsen Wenytamru Kt,ms:omtav®t4 APPROVED I DATE SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION. 215.640 DATUM: NGVD 29 FDOWER SYMBOLS =0 DUPLEX RECEPTACLE, WALL MOUNTED. DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED. DUPLEX GFCI RECEPTACLE, WALL MOUNTED, A, B OR C INDICATES THE TYPE OF COVER REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, GFCI RECEPTACLE, WALL MOUNTED. WP INDICATES WEATHERPROOF, A, B OR C INDICATES THE TYPE OF COVER REFER TO THE GENERAL PRODUCT SPECIFICATIONS. >9 DUPLEX RECEPTACLE, ONE HALF SWITCHED, WALL MOUNTED. =111) DUPLEX, ISOLATED GROUND RECEPTACLE, WALL MOUNTED, 4) COMBINATION DOUBLE DUPLEX: TWO ISOLATED GROUND DUPLEX RECEPTACLES, WALL MOUNTED. COMBINATION DOUBLE DUPLEX: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE 1;3 DUPLEX MCEPTACLE, WALL MOUNTED. =0 DEDICATED 2OA, DUPLEX RECEPTACLE, WALL MOUNTED. DEDICATED 2OA, DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED. Ne SIMPLEX RECEPTACLE, WALL MOUNTED. a@ SPECIAL RECEPTACLE, WALL MOUNTED. REFER TO PLAN NOTES. 4c DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. J6 DOUBLE DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED N A 4 FLOOR BOX SYMBOL. 4) DUPLEX, ISOLATED GROUND RECEPTACLE, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR UHEN INDICATED IN A FLOOR BOX SYMBOL. $ DUPLEX RECEPTACLE, ONE HALF SWITCHED, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. COMBINATION DOUBLE DUPLEX FLUSH IN CEILING: TWO ISOLATED GROUND DUPLEX RECEPTACLES - MOUNT FLUSH IN FLOOR WHEN INDICATED IN FLOOR BOX COMBINATION DOUBLE DUPLEX: ONE 18OLATEO GROUND DUPLEX RECEPTACLE AND ONE DUPLEX RECEPTACLE, MOUNTED FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN 13 FLOOR BOX. a DEDICATED 2OA DUPLEX RECEPTACLE, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. Y DEDICATED 2OA DOUBLE DUPLEX RECEPTACLE, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR l� UIHEN INDICATED IN A FLOOR BOX SYMBOL. S SIMPLEX RECEPTACLE FLUSH IN CEILINCs - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. all SPECIAL RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. =0 DUPLEX RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED AT b' ABOVE COUNTER OR SPLASH. DUPLEX, GFCI RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. WP INDICATES 49 WEATHERPROOF, AB OR C INDICATES THE TYPE OF COVER REFER TO THE GENERAL PRODUCT SPECIFICATIONS. 4S DOUBLE DUPLEX, GFCI RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. =0 DUPLEX RECEPTACLE, BOTTOM HALF SWITCHED, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. 419 DUPLEX, ISOLATED GROUND RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. COMBINATION DOUBLE DUPLEX: TWO ISOLATED GROUND DUPLEX RECEPTACLE COMBINATION DOUBLE DUPLEX: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE IA DUPLEX RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. =0 DEDICATED 2OA DUPLEX MCEPTACLE, WALL MOUNTED AT be ABOVE COUNTER OR SPLASH. DEDICATED 2OA DOUBLE DUPLEX MCEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. _El SIMPLEX RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. 49 SPECIAL RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. REFER TO PLAN NOTES. JUNCTION BOX, WALL MOUNTED AT 48' AFF. OR AS NOTED. 48/DP MINIMUM OR AS REQUIRED BY NEC_ JUNCTION BOX, MOUNTED IN ACCESSIBLE CEILING FOR APPLICATION DENOTED ON PLAL 4S/DP MINIMUM OR AS REQUIRED BY "E JUNCTION BOX, WALL MOUNTED AT be ABOVE COUNTER OR SPLASH. 48/DP MINIMUM OR AS REQUIRED BY NEC_ JUNCTION BOX MOUNTED IN ACCESSIBLE CEILING SPACE PER PLAN FOR FLEXIBLE CONNECTION Q TO PREWIRED FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH -IN - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. JUNCTION BOX, WALL MOUNTED AT LI8' AFF, FOR FLEXIBLE CONNECTION TO FREWIR'ED FUR41TUIM ID SYSTEM. VERIFY CONNECTION REQUMMENTS WITH MANUFACTURER PRIOR TO ROUGH -IN. SURFACE MOUNTED MULTI -OUTLET ASSEMBLY. REFER TO GENERAL PRODUCT SPECIFICATIONS. ® PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION. THERMOSTAT OUTLET BOX, PROVIDE 1/2' CO. TO RESPECTIVE MECHANICAL UNIT. EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL, PLUMBING OR KITCHEN DRAWINGS FOR �V SPECIFIC LOAD REQUIREMENTS OR AS NOTED. Z FLUSH MOUNTED ELECTRICAL PANELBOARO OR LOAD CENTER REFER TO PANEL SCHEDULE. SURFACE MOUNTED ELECTRICAL PAELBOARD OR LOAD CENTER REFER TO PANEL SCHEDULE. ® DISTRIBUTION SWITCHBOARD. REFER TO SINGLE LINE DIAGRAM. 7 TRANSFORMER REFER TO SINGLE LINE DIAGRAM. FUSED DISCONNECT SWITCH, HP RATED, OR COMBINATION MOTOR STARTER/D18C04NECT SWITCH EP WITH FUSES PER EQUIPMENT MA LPACTURER AID WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT AND STARTER SIZES. ,� PUBLIC WORKS 31597 an Capistrano, Capistrano CA San RJ Ceigingou,CA92675 R,JNam" waa.R3 -269 gngroup.cam 9Rglp [9491493-2690 fax [9491493.2600 phone SIGN PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E15610 RAYMOND W. SWARTZ P.E. EXR: 12131113 NON -FUSED DISCONNECT SWITCH, HP RATED AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT SIZES. UTILITY COMPANY METER PROVIDE 'CT's' AND 'PT's' AS REQUIRED, REFER TO SINGLE LINE DIAGRAM. A CIRCUIT BREAKER ' A' REPRESENTS CIRCUIT BREAKER AMPERE RATING, 'B' REPRESENTS B NUMBER OF POLES AND 'Co REPRESENTS MISCELLANEOUS BREAKER FEATURES. C SHUNT, PROVIDE SHUNT TRIP MECHANISM. HACR• PROVIDE HACR -RATED BREAKER GFP• GROUND FAULT PROTECTION CLCB• CURRENT LIMITING CIRCUIT BREAKER 88• PROVIDE SOLID STATE CIRCUIT BREAKER I A FUSIBLE SWITCH: - 4' REPRESENTS SWITCH / FRAME AMPERE RATING, 'B' REPRESENTS THE B FUSE AMPERE RATING, 'C' INDICATES NUMBER OF POLES AND 'D' REPRESENTS MISCELLANEOUS C FUSE / SWITCH FEATURES. D SHUNT, PROVIDE SHUNT TRIP MECHANISM. GPP, GROUND FAULT PROTECTION CLF• CURRENT LIMITING RISE --111 GROUND CONNECTION, SIZE AS INDICATED OR AS REQUIRED. $ab SINGLE POLE SWITCHES, WALL MOUNTED. SUBSCRIPTS AT SYMBOL INDICATE THE FOLLOWING: 2 - DOUBLE POLE LV - LOW VOLTAGE R- - ROTARY LOCK KEY TYPE 3 - THREE WAY P -PILOT LIGHT PE, - PUSHBUTTON 4 - FOUR WAY R - REMOTE CONTROL S - PROJECTION SCREEN K - KEY OPERATED M -MOTOR STARTING a, b, c, ETC. - DESIGNATES QUANTITY OF SWITCHES AT EACH LOCATION. NOTE: ALL WALL SWITCHES CONTROLLING EMERGENCY CIRCUITS SHALL BE ENGRAVED WITH 'EMEIZ3ENCY' �{ EMERGENCY POWER OFF STATION, WALL MOUNTED PER EPO SYSTEM DETAIL. ®' ORB PULLBOC, SIZED PER NEC, OR AS NOTED. WALL MOUNTED DEVICE MOUNTING HEIGHT NOTE, ALL WALL - MOUNTED EQUIPMENT MOUNTING HEIGHTS SHALL BE VERIFIED PRIOR TO ROUGH -N PER REQUIREMENTS OF THE DEVICE ALIGNMENT AND MOUNTING HEIGHT DETAILS AND SPECIFICATIONS. PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT f J%I __� tetGP APRIL 9, 2012 SIGN DATE BY: G IELDS DATE SIGN DATE PARES$ AND RECREATION APPROVALS I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. APRIL 9,2012 APRIL 9, 2012 DATE DATE ENCINITAS COMMUNITY PARK SYMBOL LIST PLANNING CASE N0: 04-197 MUP /DR/CDP /EIA E -0.2 10630 -G 0 •• 4 in a n BRANCH CIRCUIT SYMBOLS r,A -13A FAN N TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS. HASH MARKS --((N INDICATE NUMBER OF CONDUCTORS IN CONDUIT RJN 92 AIU.^a MINIMUM UNLESS OTHERWISE NOTED. r A-14349P HOME RN TO PANEL.. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS WITH SEPARATE � N Ai Ii NEUTRALS. 04' INDICATES SEPARATE NEUTRALS. �A -1.3.5 HOME RIN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS. '.' INDICATES SEPARATE 010 NEUTRAL THROUGHOUT BRANCH CIRCUIT. HASH MARK'`' INDICATES AN ISOLATED GROUND CONDUCTOR CONCEALED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2' CONDUIT MINIMUM, (2) M2 NW. CONDUCTORS MINIMUM CONDUIT OR BRANCH CIRCUIT CONCEALED BELOW GRADE, 3/4' CONDUIT MINIMUM WITH (2) 12 AEG CONDUCTORS MINIMUM AND A CODE SIZED EQUIPMENT GROUND. SURFACE- MOUNTED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2' CONDUIT MINIMUM, (2) M2 AWS CONDUCTORS MINIMUM. f� TANDEM WIRING CONNECTION, CONDUIT STUB OUT, OAP, MARK AND RECORD ON AS -BUILT DRAWNGS CONDUIT CONTINUATION FLEXIBLE CONNECTION AS REQUIRED. NUMBER OF CONDUCTORS AS REQUIRED. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-N /6 CONDUIT / BRANCH CIR CUITFEEDER CONTINUATION DOWN WALL TO FLOOR BELOW �O CONDUIT / BRANCH CIIRCUITFEEDER CONTINUATION UP WALL TO FLOOR ABOVE FLOOR BOX / SF ECIALTY WALL BOX SYMBOLS SINGLE SERVICE IN FLOOR BOX PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND L —. SPECIFICATIONS FOR MORE INFORMATION, i — T — i TWO SERVICE IN FLOOR BOX PROVIDE DEVICES PER PLAL SEE FLOOR BOX DETAILS AND L — + —+ SPECIFICATIONS FOR NOR= INFORMATION. THREE SERVICE IN FLOOR BOX PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND L — + — + —' SPECIFICATIONS FOR MORE INFORMATION FOUR SERVICE IN FLOOR BOX PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND I I I SPECIFICATIONS FOR MORE INFORMATION. i _T_T_l SIX SERVICE IN FLOOR BOX. PROVIDE DEVICES FER PLAN. SEE FLOOR BOX DETAILS AND — +—+—A SPECIFICATIONS FOR MORE INFORMATION R T T T -GANG AV FLOOR BOX PROVIDE DEVICES PER PLAN SEE FLOOR BOX DETAILS AND Lql J SPECIFICATIONS FOR MORE INFORMATION. f 11 RECESSED FLAT PANEL TV/DIBPLAY WALL BOX WITH FLUSH GROMMETED COVER PANEL (FSR M'IIIB- 100 -m) AND MINIMUM OF (1) 1- 1 /4000. FROM TOP - MOUNTED L.V. CONDUIT ENTRY BOX TO ACCESSIBLE CEILING. SEE PLANS FOR ANY ADDITIONAL CONDUIT REQUIREMENTS. PROVIDE ADDITIONAL L.V. AND LINE VOLTAGE CONDUIT ENTRY BOXES AS REQUIRED TO ACCOMPLISH WALL BOX CONFIGURATION DEPICTED ON PLANS. FLUSH GROMMETED COVER SHALL BE ILHITE, BLACK OR CUSTOM COLOR PER ARCHITECT. WHEN FIELD CONDITIONS PROHIBIT INSTALLATION OF THIS DEVICE (SUCH AS WALL STUD/CAVITY DEPTH OF LESS THAN 3' ETC), CONFIRM NA WRITTEN R'I THE INSTALLATION OF A TRADITIONAL POWER AND DATA RECEPTACLE INSTALLATION ALONG SIDE CCTV/AV JUNCTION BOX CONSISTING OF 4 -GAN6 DEEP JUNCTION BOX WITH 1- 1/40C.0. TO ACCESSIBLE CEILING IN ADDITION TO ANY OTHER CONDUIT REQUIREMENTS DEPICTED ON PLANS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR MOUNTING HEIGHT. M 0 0 pli 5 d VI UNDERGROUND SERVICE ALERT CALL: �^ 811 8 n F N C � TWO WORKING DAYS a ° BEFORE YOU DIG I a CHANGE NO. DESCRIPTION n v a %N tiO � o rc n on 1 I 1b92 E YM C-Fs p:RI06 (TA)4aHls'1. (>A)tlMH6Ta .�...lmeiemtsen Wenytamru Kt,ms:omtav®t4 APPROVED I DATE SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION. 215.640 DATUM: NGVD 29 FDOWER SYMBOLS =0 DUPLEX RECEPTACLE, WALL MOUNTED. DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED. DUPLEX GFCI RECEPTACLE, WALL MOUNTED, A, B OR C INDICATES THE TYPE OF COVER REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, GFCI RECEPTACLE, WALL MOUNTED. WP INDICATES WEATHERPROOF, A, B OR C INDICATES THE TYPE OF COVER REFER TO THE GENERAL PRODUCT SPECIFICATIONS. >9 DUPLEX RECEPTACLE, ONE HALF SWITCHED, WALL MOUNTED. =111) DUPLEX, ISOLATED GROUND RECEPTACLE, WALL MOUNTED, 4) COMBINATION DOUBLE DUPLEX: TWO ISOLATED GROUND DUPLEX RECEPTACLES, WALL MOUNTED. COMBINATION DOUBLE DUPLEX: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE 1;3 DUPLEX MCEPTACLE, WALL MOUNTED. =0 DEDICATED 2OA, DUPLEX RECEPTACLE, WALL MOUNTED. DEDICATED 2OA, DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED. Ne SIMPLEX RECEPTACLE, WALL MOUNTED. a@ SPECIAL RECEPTACLE, WALL MOUNTED. REFER TO PLAN NOTES. 4c DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. J6 DOUBLE DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED N A 4 FLOOR BOX SYMBOL. 4) DUPLEX, ISOLATED GROUND RECEPTACLE, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR UHEN INDICATED IN A FLOOR BOX SYMBOL. $ DUPLEX RECEPTACLE, ONE HALF SWITCHED, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. COMBINATION DOUBLE DUPLEX FLUSH IN CEILING: TWO ISOLATED GROUND DUPLEX RECEPTACLES - MOUNT FLUSH IN FLOOR WHEN INDICATED IN FLOOR BOX COMBINATION DOUBLE DUPLEX: ONE 18OLATEO GROUND DUPLEX RECEPTACLE AND ONE DUPLEX RECEPTACLE, MOUNTED FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN 13 FLOOR BOX. a DEDICATED 2OA DUPLEX RECEPTACLE, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. Y DEDICATED 2OA DOUBLE DUPLEX RECEPTACLE, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR l� UIHEN INDICATED IN A FLOOR BOX SYMBOL. S SIMPLEX RECEPTACLE FLUSH IN CEILINCs - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. all SPECIAL RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. =0 DUPLEX RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED AT b' ABOVE COUNTER OR SPLASH. DUPLEX, GFCI RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. WP INDICATES 49 WEATHERPROOF, AB OR C INDICATES THE TYPE OF COVER REFER TO THE GENERAL PRODUCT SPECIFICATIONS. 4S DOUBLE DUPLEX, GFCI RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. =0 DUPLEX RECEPTACLE, BOTTOM HALF SWITCHED, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. 419 DUPLEX, ISOLATED GROUND RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. COMBINATION DOUBLE DUPLEX: TWO ISOLATED GROUND DUPLEX RECEPTACLE COMBINATION DOUBLE DUPLEX: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE IA DUPLEX RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. =0 DEDICATED 2OA DUPLEX MCEPTACLE, WALL MOUNTED AT be ABOVE COUNTER OR SPLASH. DEDICATED 2OA DOUBLE DUPLEX MCEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. _El SIMPLEX RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. 49 SPECIAL RECEPTACLE, WALL MOUNTED AT 6' ABOVE COUNTER OR SPLASH. REFER TO PLAN NOTES. JUNCTION BOX, WALL MOUNTED AT 48' AFF. OR AS NOTED. 48/DP MINIMUM OR AS REQUIRED BY NEC_ JUNCTION BOX, MOUNTED IN ACCESSIBLE CEILING FOR APPLICATION DENOTED ON PLAL 4S/DP MINIMUM OR AS REQUIRED BY "E JUNCTION BOX, WALL MOUNTED AT be ABOVE COUNTER OR SPLASH. 48/DP MINIMUM OR AS REQUIRED BY NEC_ JUNCTION BOX MOUNTED IN ACCESSIBLE CEILING SPACE PER PLAN FOR FLEXIBLE CONNECTION Q TO PREWIRED FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH -IN - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. JUNCTION BOX, WALL MOUNTED AT LI8' AFF, FOR FLEXIBLE CONNECTION TO FREWIR'ED FUR41TUIM ID SYSTEM. VERIFY CONNECTION REQUMMENTS WITH MANUFACTURER PRIOR TO ROUGH -IN. SURFACE MOUNTED MULTI -OUTLET ASSEMBLY. REFER TO GENERAL PRODUCT SPECIFICATIONS. ® PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION. THERMOSTAT OUTLET BOX, PROVIDE 1/2' CO. TO RESPECTIVE MECHANICAL UNIT. EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL, PLUMBING OR KITCHEN DRAWINGS FOR �V SPECIFIC LOAD REQUIREMENTS OR AS NOTED. Z FLUSH MOUNTED ELECTRICAL PANELBOARO OR LOAD CENTER REFER TO PANEL SCHEDULE. SURFACE MOUNTED ELECTRICAL PAELBOARD OR LOAD CENTER REFER TO PANEL SCHEDULE. ® DISTRIBUTION SWITCHBOARD. REFER TO SINGLE LINE DIAGRAM. 7 TRANSFORMER REFER TO SINGLE LINE DIAGRAM. FUSED DISCONNECT SWITCH, HP RATED, OR COMBINATION MOTOR STARTER/D18C04NECT SWITCH EP WITH FUSES PER EQUIPMENT MA LPACTURER AID WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT AND STARTER SIZES. ,� PUBLIC WORKS 31597 an Capistrano, Capistrano CA San RJ Ceigingou,CA92675 R,JNam" waa.R3 -269 gngroup.cam 9Rglp [9491493-2690 fax [9491493.2600 phone SIGN PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E15610 RAYMOND W. SWARTZ P.E. EXR: 12131113 NON -FUSED DISCONNECT SWITCH, HP RATED AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT SIZES. UTILITY COMPANY METER PROVIDE 'CT's' AND 'PT's' AS REQUIRED, REFER TO SINGLE LINE DIAGRAM. A CIRCUIT BREAKER ' A' REPRESENTS CIRCUIT BREAKER AMPERE RATING, 'B' REPRESENTS B NUMBER OF POLES AND 'Co REPRESENTS MISCELLANEOUS BREAKER FEATURES. C SHUNT, PROVIDE SHUNT TRIP MECHANISM. HACR• PROVIDE HACR -RATED BREAKER GFP• GROUND FAULT PROTECTION CLCB• CURRENT LIMITING CIRCUIT BREAKER 88• PROVIDE SOLID STATE CIRCUIT BREAKER I A FUSIBLE SWITCH: - 4' REPRESENTS SWITCH / FRAME AMPERE RATING, 'B' REPRESENTS THE B FUSE AMPERE RATING, 'C' INDICATES NUMBER OF POLES AND 'D' REPRESENTS MISCELLANEOUS C FUSE / SWITCH FEATURES. D SHUNT, PROVIDE SHUNT TRIP MECHANISM. GPP, GROUND FAULT PROTECTION CLF• CURRENT LIMITING RISE --111 GROUND CONNECTION, SIZE AS INDICATED OR AS REQUIRED. $ab SINGLE POLE SWITCHES, WALL MOUNTED. SUBSCRIPTS AT SYMBOL INDICATE THE FOLLOWING: 2 - DOUBLE POLE LV - LOW VOLTAGE R- - ROTARY LOCK KEY TYPE 3 - THREE WAY P -PILOT LIGHT PE, - PUSHBUTTON 4 - FOUR WAY R - REMOTE CONTROL S - PROJECTION SCREEN K - KEY OPERATED M -MOTOR STARTING a, b, c, ETC. - DESIGNATES QUANTITY OF SWITCHES AT EACH LOCATION. NOTE: ALL WALL SWITCHES CONTROLLING EMERGENCY CIRCUITS SHALL BE ENGRAVED WITH 'EMEIZ3ENCY' �{ EMERGENCY POWER OFF STATION, WALL MOUNTED PER EPO SYSTEM DETAIL. ®' ORB PULLBOC, SIZED PER NEC, OR AS NOTED. WALL MOUNTED DEVICE MOUNTING HEIGHT NOTE, ALL WALL - MOUNTED EQUIPMENT MOUNTING HEIGHTS SHALL BE VERIFIED PRIOR TO ROUGH -N PER REQUIREMENTS OF THE DEVICE ALIGNMENT AND MOUNTING HEIGHT DETAILS AND SPECIFICATIONS. PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT f J%I __� tetGP APRIL 9, 2012 SIGN DATE BY: G IELDS DATE SIGN DATE PARES$ AND RECREATION APPROVALS I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. APRIL 9,2012 APRIL 9, 2012 DATE DATE ENCINITAS COMMUNITY PARK SYMBOL LIST PLANNING CASE N0: 04-197 MUP /DR/CDP /EIA E -0.2 10630 -G 0 •• 4 in a n F u1 UNDERGROUND SERVICE ALERT S� CALL: 811 n� � TWO WORKING DAYS a ° BEFORE YOU DIG 1 a CHANGE NO. DESCRIPTION no si i a� rc on KONEB��h/1: 1 1WEEW4nxrAw - 84n1•AMGBYN6 lNNe4s4Ra- (DNeec4mara lmno-eml.aom Jens'I4a4ra xldms:rmisaml4 APPROVED DATE \ \ I I \ I I \ � I \ I I I 3yo I I 7,1 I I r� - - -- L -L= II II I II 00 0 0 0 I MN0I - -r 1 -MHO L_ Il L Jlj I � II I 11 11 11 i-11 11 " I 11 I I I I I I ___ _______________J --- __I_______ - - - -- -_-__L_________----- !--___- ___ - -__ -- ___ - -__- O -__ -_ O T� -T -I ?- �� -T -I�7 ��T��- T-- ?- ��I LI hI SITE PLAN GENERAL NOTES, I. CONTRACTOR SMALL EXERCISE EXTREME CAUTION N EXCAVATING AND TRENC 4M ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUITS, ETC, AND TO PREVENT HAZARDS TO PERSONNEL AND /OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BT ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRICTION SAFETY. 2. CALL UNDERGROUND SERVICE ALERT (USA) AT I (800) 422 -4133 OR APPLICABLE STATE AND LOCALDIG SAFE OR UNDERGROUND ALERT HOTLINES PRIOR TO CONSTRUCTION START. 3. MINIMUM CONDUIT SIZE SHALL BE 3/4' - UO)N. 4. MINIMUM CONDUCTOR SIZE SHALL BE 010 A.1U31 - UAN. 5. ALL SITE BRANCH CIRCUITS SHALL INCLUDE A NEC SIZED EQUIPMENT GROUND CONDUCTOR 6. ALL ELECTRICAL EQUIPMENT MOUNTED OUTDOORS SHALL BE WEATHERPROOF (NEMA 9W. 1. ALL CONDUIT ONLY SHALL BE PROVIDED WITH A NYLON PULL STRING. S. SEE ARCHITECTURAL /LANDSCAPE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL DEVICES, ETC. COORDNATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED N CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. SIGN DATE BENCHMARK SCALE DESCRIPTION: 000019 LOCATION: SEE SHEET C-0.7 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 SITE 31591 Camino Capistrano ,, UTILITY DESIGN w RJMdesigngroupxom GROUP RJ M PLAN 2 ® [9 49] 91 493 -WO phone CONSTRUCTION CONNECTION REQUREMENTS AND EXACT LOCATION WITH IRRIGATION CONTRACTOR PRIOR TO ROUEN -IN. PROVIDE 3 /4'C.0. FROM --- �NF - -- • I'C. -4.6 4 1% GRD CONTROLLER TO NEAREST TELEPHONE BACKBOARD FOR NOTES, COMMUNICATIONS. THESE NOTES ESTABLISH MINIMUM QUALITY LEVELS MID COORDINATION --- -IH - -- • 15C. -2.8 4 105 GIRD REQUIREMENTS. RESPECTIVE UTILITY COMPANY PLANS AND CONNECT TO IRRIGATION BOOSTER PUMP AS REQUIRED. VERIFY REQUIREMENTS TAKE PRECEDENCE OVER THESE NOTES WITH REGARD TO RESPECTIVE UTILITY COMPANY CONDUIT AND UNDERGROUND STRUCTURE SYSTEMS. I. CALL UNDERGROUND SERVICE ALERT (USA) AT I (800) 422 -4133 OR - -- GIN - - -- I- C. -445 4 I•B GRD ® APPLICABLE STATE AND LOCAL DIG SAFE OR UNDERGROUND ALERT HOTLINES PRIOR TO CONSTRUCTION START. 2. COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGN-M TO ®5 ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. 3. VAULTS, MAINTENANCE HOLES (MH's), FORIERLT KNOWN AS MANHOLES, AND CONDUITS SHALL MAINTAIN A MINIMUM COVER OF ® 24' BELOW FINAL SURFACE AT ALL CONDITIONS. INCLUDE ALL COSTS IN BASE 510 TO MEET UTILITY COMPANY REQUIREMENTS WHICH! MAY REQUIRE GREATER MINIMUM CONDUIT DEPTHS. 4. VAULTS, MH's MID PULLBOXES (PB's) SHALL BE EQUIPPED WITH KNOCKOUT PANELS OR FRE -CAST INDIVIDUAL CONDUIT OPENINGS. CONDUITS SHALL ONLY ENTER AND EXIT ON END/SHORT WALLS. CONDUITS MAY NOT ENTER AND EXIT ON SIDELONG WALLS, CEILINGS OR FLOORS UNLESS OTHERWISE NOTED. 5. OUT DUCTS FLUSH WITH INTERIOR VAUULTMH/PB WALL. 6. GROUT AROUND DUCT ENTRANCES ON VAULT ? iH /PB WALLS. 1. SLURRY BACK--ILL AROUND DUCTS WITHIN 5 FEET OF VAULT/MH/PB 12 TO PREVENT SHEARING. 8. CONDUITS PASSING UNDER THE 51111L.DING PERIMETER SMALL BE ENCASED IN LIGHTWEIGHT CONCRETE OR WATER- IMPERVIOUS CLAY TO PREVENT WATER INFILTRATION. SEE ELECTRICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. CONDUIT BEND RADIUS FOR BUILDING ENTRANCES AND AT POLES SHALL BE A MINIMUM OF 24' FOR CONDUITS WITH LESS THAN Y INTERNAL DIAMETER AND A MINIMUM OF 48' FOR CONDUITS WITH MORE THAN 2' INTERNAL DIAMETER 10. PREFERRED CONDUIT SWEEP RADIUS BETWEEN VAULTS IS 25 FEET. UNDER NO CIRCUMSTANCES SHALL THE CONDUIT SWEEP RADIUS BE LESS THAN 125 FEET. MAXIMUM OF SO DEGREES PER SWEEP AND LIMITED TO NO MORE THAN (2) W DEGREE SWEEPS BETWEEN VAULTS. 11. VAU1_TSMN'e/P5'e ARE TO BE EQUIPPED WITH RACKING, GROUNDING LUGS, AND BOLT -DOW LIDS UNLESS OTHERWISE NOTED. 12. VAULTS AND MH's TO BE EQUIPPED WITH ROUND COVERS, EXTENSION RINGS AS REQUIRED, LADDERS AND (3) SEGMENTS OF 6 FOOT HIGH CABLE RACKING PER EACH LONG WALL. 13. LABEL ALL NON- UTILITY COMMUNICATION VAULTMH/PB COVERS WITH 80O MMANICATIONS' UNLESS OTHERWISE NOTED ON PLANS. 14. COORDINATE FINAL VAULTMH/PB OPENING HEIGHT WITH G.C. PRIOR TO ROUGH -IN TO ENSURE FINAL GRADE DOES NOT SLOPE INTO VAULT/MN/P5 OPENING. 15. CONTRACTOR TO PROVIDE A MINIMUM OF On DEEP COMPACTED 1/2' DIAMETER GRAVEL, UNDER ALL VAULTS, MH'e OR PB'e TO ENSURE UNIFORM DISTRIBUTION OF SOIL P1WS51URE ON THE FLOOR AND BE ABLE TO DISSIPATE WATER OUT OF THE VAULT, MH OR PB. 16. ALL VAULTSMH's/PB's WITHOUT GROUNDNG LUGS SHALL HAVE AN 8' x 3/4' COPPER GROUND ROD DRIVEN TNRU THE FLOOR TO ALLOW GROUNDING OF ITEMS WITHIN 11. ALL VAULTSMH's/PB's SHALL BE PROVIDED WITH TRAFFIC RATED COVERS WHEN LOCATED IN PAVED AREAS UTILIZED FOR VEHICLE TRAFFIC. B. IF THE WATER OR MOISTURE BARRIER ON OR NEAR THE FOUNDATION OF A BUILDING IS DISTURBED IN ANY MANNER BY EXCAVATION OR OTHER CONSTRUCTION WORK. THE MOISTURE BARRER MUST BE REPAIRED FOLLOWING THE RECOMMENDATIONS OF THE MANUFACTURER OF THE ORIGINAL BARRIER PRODUCT. M THE CONTRACTOR SHALL INCLUDE IN BASE BID ALL COSTS TO COMPLY WITH ALL REQUIREMENTS FOR COI -FNEO SPACE ENTRY PER THE OSHA REQUIREMENTS 29 CFR- 1910.146, 2S CPR- 1910268, ETC. DURING ANY CONFINED SPACE ENTRY. 20. ANY DUCTS LEAVING A VAULT, MW OR PIS ROUTED INTO A FACILITY "d SHALL BE PLUGGED AT EACH END USING REMOVEABLE MECHANICAL PLUGS DESIGNED TO PREVENT WATER AND GAS FROM ENTERING THE FACILITY. c 21. SEE ELECTRICAL SPECIFICATIONS AND PLAN DETAILS FOR ADDITIONAL REQUIREMENTS REGARDING UNDERGROUND CONDUITS AND IN -GRADE VAULTMH/PBNIINCTION BOXES. < LEGEND OF CONDUIT SYMBOLS 0 r u NO. OF CONDUIT SIZE CONDUIT REQUIRED 1•UR P11R , .UTILITY COMPANY POWER CONDUIT SYMBOL. GEN • GENERATOR CONDUIT SYMBOL. ATS • ATS CONDUIT SYMBOL. ° NO. OF EONDUIi 812E OF CONDUIT REQUIRED N UTILITY COMPANY CABLE TV CONDUIT �8 SYMBOL NO. OF CONDUIT SIZE OF CONDUIT REQUIRED TEL UTILITY COMPANY TELEPHONE CONDUIT m SYMBOL 0 NO. OF CONDUIT SIZE OF CONDUIT a REQUIRED O B = BUILDING INTERCONNECTION u1 UNDERGROUND SERVICE ALERT S� CALL: 811 n� � TWO WORKING DAYS a ° BEFORE YOU DIG 1 a CHANGE NO. DESCRIPTION no si i a� rc on KONEB��h/1: 1 1WEEW4nxrAw - 84n1•AMGBYN6 lNNe4s4Ra- (DNeec4mara lmno-eml.aom Jens'I4a4ra xldms:rmisaml4 APPROVED DATE \ \ I I \ I I \ � I \ I I I 3yo I I 7,1 I I r� - - -- L -L= II II I II 00 0 0 0 I MN0I - -r 1 -MHO L_ Il L Jlj I � II I 11 11 11 i-11 11 " I 11 I I I I I I ___ _______________J --- __I_______ - - - -- -_-__L_________----- !--___- ___ - -__ -- ___ - -__- O -__ -_ O T� -T -I ?- �� -T -I�7 ��T��- T-- ?- ��I LI hI SITE PLAN GENERAL NOTES, I. CONTRACTOR SMALL EXERCISE EXTREME CAUTION N EXCAVATING AND TRENC 4M ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUITS, ETC, AND TO PREVENT HAZARDS TO PERSONNEL AND /OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BT ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRICTION SAFETY. 2. CALL UNDERGROUND SERVICE ALERT (USA) AT I (800) 422 -4133 OR APPLICABLE STATE AND LOCALDIG SAFE OR UNDERGROUND ALERT HOTLINES PRIOR TO CONSTRUCTION START. 3. MINIMUM CONDUIT SIZE SHALL BE 3/4' - UO)N. 4. MINIMUM CONDUCTOR SIZE SHALL BE 010 A.1U31 - UAN. 5. ALL SITE BRANCH CIRCUITS SHALL INCLUDE A NEC SIZED EQUIPMENT GROUND CONDUCTOR 6. ALL ELECTRICAL EQUIPMENT MOUNTED OUTDOORS SHALL BE WEATHERPROOF (NEMA 9W. 1. ALL CONDUIT ONLY SHALL BE PROVIDED WITH A NYLON PULL STRING. S. SEE ARCHITECTURAL /LANDSCAPE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL DEVICES, ETC. COORDNATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED N CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. SIGN DATE BENCHMARK SCALE DESCRIPTION: 000019 LOCATION: SEE SHEET C-0.7 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NOVO 29 L1 WIRE LEGEND PLAN NOTES, 31591 Camino Capistrano ,, San Juan Capistrano, CA 92675 DESIGN w RJMdesigngroupxom GROUP RJ M [9491493-2690 fax 2 ® [9 49] 91 493 -WO phone N 1%GRD L1 WIRE LEGEND PLAN NOTES, 06 ROUTE VIA LIGHTING CONTROL PANEL. --- -N- - -- 1'C. -2'6 41%GRD % 2 ® CONNECT TO IRRIGATION CONTROL $) LER( AS REQUIRED. VERIFY N 1%GRD CONNECTION REQUREMENTS AND EXACT LOCATION WITH IRRIGATION CONTRACTOR PRIOR TO ROUEN -IN. PROVIDE 3 /4'C.0. FROM --- �NF - -- • I'C. -4.6 4 1% GRD CONTROLLER TO NEAREST TELEPHONE BACKBOARD FOR COMMUNICATIONS. --- -IH - -- • 15C. -2.8 4 105 GIRD CONNECT TO IRRIGATION BOOSTER PUMP AS REQUIRED. VERIFY CONNECTION REQUIREMENTS AND EXACT LOCATION WITH IRRIGATION I.8 GRD CONTRACTOR PRIOR TO ROUGH -IN. SEE MOTORIZED EQUIPMENT SCHEDULE FOR MORE INFORMATION. - -- GIN - - -- I- C. -445 4 I•B GRD ® PROVIDE CODE SIZED FLUSH WITH GRADE CONCRETE FULL-BOX FOR MULTIPLE HOME RAN CIRCUITRY. PROVIDE ADDITIONAL PULL -BOXES AS NECESSARY. COORDINATE FINAL LOCATIOWS) WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH -AN. ®5 CONNECT TO IRRIGATION PUMP AUTOMATIC RUSH FILTER AS REQUIRED. VERIFY CONNECTION REQUIREMENTS AND EXACT LOCATION WITH IRRIGATION CONTRACTOR PRIOR TO ROUGH -N. SEE MOTORIZED EQUIPMENT SCHEDULE FOR MORE INFORMATION ® SEE WIRE LEGEND, THIS SHEET, FOR CONDUIT AND WIRE SIZE OF RAN. PROVIDE 24' x 24' FLUSH WITH GRADE CONCRETE PULL BOX FOR FUTURE MUSCO SPORTS FIELD LIGHTING. VERIFY EXACT LOCATIONS. ® PROVIDE VCO. TO MUSCO CONTROLLER LOCATED IN PRIMARY ELECTRICAL ROOM, NORTH RESTROOM 13111LDNG. PROVIDE 2'CA. TO MUSCO CONTROLLER LOCATED IN PRIMARY ELECTRICAL ROOM, SOUTH RESTROOM BUILDING. 3/4-C.-3W 4 IW GIRD THROUGHOUT ENTIRE RUN. CONNECT TO PARK TRAILER AS REQUIRED. SEE GROUNDING DETAIL 42, SHEET E -41 CONNECT TO IRRIGATION CONTROL RADIO REAPEATER HUB AS 12 REQUIRED. PROVIDE 3/4' CONDUIT FOR DATA /TELEPHONE AS REQUIRED. PUBLIC WORKS SIGN DATE PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E15610 RAYMOND W. SWARTZ P.E. EXP.: 12131/13 / 1 � 1 11 11 11 �- 13 LIGHT POLE AND BASE ARE PART OF BID ALTERNATE •I. PROVIDE PROVISIONS FOR FUTURE INSTALLMENT AS REQUIRED. SEE DETAIL 8, SHEET El.l. 4 PROVIDE VCO. i0 FUTURE MAINTENANCE BUILDING. STUB OUT, CAP AND MARL 5 (2) 41C.O. FOR BUILDING DATA INTERCONNECT. 16 TELEPHONE SERVICE VAULT. VERIFY EXACT LOCATION IN FIELD. li STUB, CAP AND MARL FOR FUTURE USE. NORTH SCALE: 1"=20' 20 10 0 20 40 PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT 1 /� o U' APRIL9,2012 SIGN DATE Y: G IELDS DATE SIGN DATE PARO AND RECREATION APPROVALS I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. JO%' / 'r ENCINITAS COMMUNITY PARK 10630-G eV: IOHN NKEN LISA RUDLOFF APRIL 9, 2012 APRIL 9, 2012 DATE DATE ELECTRICAL SITE PLAN E -1.7 ISHEET68 OF 1 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA •• 4� N Y e n o °o U� a z;z ¢` W �O �¢x mn r -� JI ..--o SIR INS 111 r - II II III II I l II I ---- -- I--- --- --- ____o ____ -_ 1 I I [ I __ 1- -- ____ \__ ____________ - Jam_== �-- ----- ------ - - - - ��:�� o o —2"HE GAS _— __ _ ____ _____ __ ____p /—� �____ p. r -r -- - - - - - -- - 1 -- - - - - -- ;� -3" HE GAS _— __ - - -- -- L_LJ- it -y - -- — -= - I I ` II II r----- - - - --- 1 1 I \ - -- 1 11 1 1 1 I \ 1 IT '1 n 1 1, p 11 11 O TTP. E -T.I I \ 3 a a 0 0 n e A Om 0 a i uI UNDERGROUND SERVICE ALERT u� � CALL: 811 1 X N C sz TWO WORKING DAYS i ° BEFORE YOU DIG I a CHANGE NO. DESCRIPTION �o � N a � rc o n I 1 I 1 11 1\ i � 1 1 1 \ 1 I \ 1 I \ \ 1 , 1 1 , I wfi 1 \ 1 , \ 1 , I 1 , 1 1 1 � 1 1 1 1 \ 11 e 1 I I I 1 I 11 �I I 1 I I T1 1 111 4-1- 1 I I I w I II u I II l� G c t1 16EYEYIwKrM - &MM5 CAa'We Q1QMM9W- Q1QlD&121a� ...iamonmluon JsryWiau K1 JE1:00189PdN APPROVED - - I I I I -- - - -11 -------------------------------- - - - - 11 i O P/// -- -------- - - -__I -I -� - - - - - - - \22/ \ ' - r I I • ■ soon r WIN' I �Q MATCHWESE, i SIGN DATE 'ilc-Tc DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 31591 Camino Cepisimno ,b San Juan Capialrono, CA 92675 �� M DESIGN uw91493- 2690fa roup.wm 9R011P [9491493-2690 fax �1 WAVAMY PUBLIC WORKS [949] 493.2600 phone SIGN DATE PLANS PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E1561 me RAYMOND W. SWARTZ P.E. EXP.: 12(31113 NO 11 1 ® -101 - :! - w M -� 11w 11 � Ilx IIH 11� 11 11� 11 11 11 11 11 11 11 11 11 11 1 / NOTE: SEE SHEET E-I.I FOR S1TE PLAN GENERAL NOTES AND PLAN NOTES. NORTH SCALE: 1 " =20' In 20 10 0 20 40 PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT ( 1t1Go APRIL 9, 2012 SIGN DATE Y:G IELDS DATE SIGN DATE PARES$ AND RECREATION APPROVALS I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. - ENCINITAS COMMUNITY PARK 10630 -G OHN I EN : LISA RUDLOFF APRIL 9, 2012 APRIL 9, 2012 DATE DATE ELECTRICAL SITE PLAN E -1.2 SHEET es OF 1 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA a R4 0 a 0 0 a E 9 e m r 0 J pR i YI 1 � ^y< M 0 X qN C a° i a 'n � N a � m rhi o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA a 6 0 F O n E S 9 e m r 0 J pR i YI 1 � ^y< M 0 X qN C a° i a 'n � N a � m rhi o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA 0 0 a 5 e m r 0 J pR i YI 1 � ^y< M 0 X qN C a° i a 'n � N a � m rhi o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA 0 0 n 9 e m r 0 J pR i YI 1 � ^y< M 0 X qN C a° i a 'n � N a � m rhi o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA 0 0 n S 9 e m r 0 J pR i YI 1 � ^y< M 0 X qN C a° i a 'n � N a � m rhi o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA F r - - 13 0 NOT SHEET E-1.1 FOR 917E PLAN GENERAL NOTES AND PLAN NOTES. y� 4 MATC "i'1 LNA- 0,10,12 (o Ron I Ron Ron mg 2 fa 4 A -Pik 414 - -- -- — — -- -- — - - -- -- x / FNA -II 2�0 / Room 4 — E -TI / i W con - MATCHLINE SW SHEEl;c E -1.9i a SCALE: o 20 10 0 20 40 0 0 a �/ I / \\ , RTH '— / / V �' a O 'z T" / � 84 I / / �NZF Do z UNDERGROUND SERVICE ALERT r� a '< 1 SAN ELIJO JOINT POWERS �o o w s� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: AUTHORITY a Q ,� W z 31591 Camino Capisimno of KOIVSORTL_TACU No E15810 �' San Juan Capialano, CA 92fi75 DE &9N 811 1NYEYIwavM- auwramm l o' (ngMa+dOa- f+NlasOalar.� uw.v.RJMOesigngroup.wm GROUP )� .... noon P� [9491493-2690 fax 41G� APRIL 9, 2012 1; TWO WORKING DAYS .rylmnsu SIGN DATE +q FCTR10dj>� [9491493-2600 phone SIGN DATE SIGN DATE Y:G IELDS DATE SIGN DATE BEFORE YOU DIG K1.Ne#.0r130RM 01` Dri1r a CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PAR ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. o PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION: 000019 RECd ED: PP VE h LOCATION: SEE SHEET C-0.1 HORIZONTAL DATE: APRIL 9,2012 ENCINITAS COMMUNITY PARK 10630 -G p / LICENSE NO.:E158f0 !O JOHN I EN : LISA RUDLOFF RECORD FROM: COUNTY OF SAN DIEGO VERTICAL r APRIL 9, 2012 APRIL 9, 2012 r01i EXP.: 77J37113 DATE DATE ELEVATION: 215_840 DATUM: NGVD 29 RAYMOND W. SWARTZ P.E. ELECTRICAL SITE PLAN E -1.8 SHEET l9 OF 10 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA 0 0 n e m r 0 J pR i YI 1 � ^y< M 0 X qN C a° i a 'n � N a � m rhi o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA a v s n fr A m 0 a ul u� �N X N a I Q n m 'n � N a � m o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA •• w ' x w a ^N Q U'$ �3Qe o�aw a z� p x Y� a V \\ E SHEET E -I.I FOR S1TE PLAN GENERAL NOTES AND PLAN NOTES. \// `\ �1 6-------- - - - - -- \\ 113 \ — — — — -- `, g——— I of II I --——----——————----—————— o — — —I MATCHLINE SEE SHEET E -1.9 BI A WILM WILM. NELW � � w�. \ 3 \ 13 13 `—i - tl 54 ew n'P'1 \ Q �a DO \ — 1 / ------- - - - - -v n U _ Dip— 111 Ell-] I 1 II I- ---- ---- -- -- ---A 1 / — 1 11 — 1 1\ I 'off D S4 TYR E'T I 13 / \ w I NORTH /r dP \ I I J( L- SCALE:1 " =20' �I 11 1 20 10 0 20 40 �� 1 1 11 91 1 1 - TCHLINE S\!EE SHEET E -1.11 9 p KEYMAPI UNDERGROUND SERVICE ALERT SAN ELIJO JOINT POWERS aameut 4o ND w.8`w' �s� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT CALL: ���� AUTHORITY a�P �' o 31597 Camino Cann, 811 I- cONSORTI_TAC t t twzawamwAn- auwramm No E15610 San Juan Capislreno, CA 92675 C DESIGN t P +a)ama�.0l�lasnalar.� roup.wm uw91493- GROUP O TWO WORKING DAYS Jery UVHaeI ��FCTR10 `� + RcKlt 2690fa [9491493-2690 fax [949]4932600 phone APRIL 9. SIGN DATE SIGN DATE SIGN DATE V:G IELDS DATE SIGN DATE BEFORE YOU DIG a1 Jo°A' o�a'0mw CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PAR ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION : 000019 LOCATION: SEE SHEET C-0.1 HORIZONTAL DATE: APRIL 9, 2012 RECd ED: IAPP VE ENCINITAS COMMUNITY PARK 10630 -G / LICENSE NO.: E15611 : OHN I EN : LISA RUDLOFF RECORD FROM: COUNTY OF SAN DIEGO VERTICAL r APRIL 9, 2012 APRIL 9, 2012 SHEET TT OF 105 ELEVATION: 215_640 DATUM: NGVD29 RAYMOND W. SWARTZ P.E. EXP.: 72(37173 DATE DATE ELECTRICAL SITE PLAN E -1.10 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA •• w ' x w a ^N Q U'$ �3Qe o�aw a z� p x Y� a a Q 0 F O a e m r 0 J pR i YI 1 � ^y< M 0 X qN C a° i a 'n � N a � m rhi o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA C� iV S a 0 0 J a 9 i m 0 u of ^m a n � X N C \ a f n m � N O N O N LL'N O I� PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA n 0 0 a e m r 0 J pR i N �I I � u < n � e n %o aY r na 0 'n g � 0 an rc n on PLANNING CASE NO: 04197 MUP /DP/CDP /EIA 0 0 a 5 e m r 0 J pR i YI 1 � ^y< M 0 X qN C a° i a 'n � N a � m rhi o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA 0 0 n E S 9 e m r 0 J pR i YI 1 � ^y< M 0 X qN C a° i a 'n � N a � m rhi o n PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA r 0 0 a M s a a x�$ 6� a 'a n o 'n g � i 1D 0 rc n on CALL: 811 TWO WORKING DAYS BEFORE YOU DIG VGOInLS�Ma � 148EEYImtrM -�0 Mvvve (114)0091'0 - (714)My1Y16IY .- ..aauon.ntvon atre4:amtamt4 NORTH RESTROOM LIGHTING PLAN 1 SCALE, 1/4'.11 -0' CHANGE NO.I DESCRIPTION I APPROVED I DATE SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 28 31591 Camino CaplsVano ,b San RJ deoignrano, .00rn 5 R, J M Gi DESIGN wrw.RJM0690fax up.wm F�IQIIP [9491493-2690 fax [949]493 -Zfi00 Phone PUBLIC WORKS SIGN DATE PREPARED UNDER SUPERVISION OF RAYMOND W. SWARTZ P.E. DATE: APRIL 9, 2012 LICENSE NO.: E151 EXP.: 12/31/13 PLAN NOTES ROUTE VIA LIGHTING CONTROL PANEL. PROVIDE ADDITIONAL UNSWITCFED CONDUCTORS FOR EMERGENCYMIGHT LIGHTING. PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT f ao APRIL 9, 2012 ON DATE V:G IELD$ DATE SIGN GATE PARES$ AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK APRIL 9,2012 APRIL 9, 2012 DATE DATE NORTH RESTROOM LIGHTING PLAN PLANNING CASE N0: 04-197 MUP /DR/CDP /EIA E -2.1 10630 -G v LIGHTING PLAN GENERAL NOTES= I. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION 4 ELEVATION OF ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL - MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH -ON. 2. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTMG HARDWARE. 3. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. 4. ALL COVE MOUNTED FIXTURES SHALL EXTEND THE RILL LENGTH OF THE CAVE. CONTRACTOR TO FIELD MEASURE COVE LENGTH AND ORDER QUANTITY OF FIXTURES AS REGUIRED. 5. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE /0- ANNEL. 6. ALL FLUORESCENT DIMMING ZONES /CI4AN11I SHALL BE PROVIDED WITH 3 LINE VOLTAGE CONDUCTORS (NEUTRAL, DIMMED HOT, M SWITCHED HOT) OR 2 LINE VOLTAGE C0NDUCT0RS/1 CONTROL CONDUCTORS AS REQUIRED BY THE CONTROLBALLAST TYPE. W N 1. ALL EMER SENCY BATTERY PACK FIXTURES SHALL BE PROVIDED O WITH A CONSTANT HOT CONNECTION TO THE CHARGING LEAD. SEE GENERAL LIGHTING FIXTURE SCHEDULE NOTES FOR MORE INFORMATIOJ. S. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS S14OUN (ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERINCa EXIT SIGNS. S. WHEN EXPOSED CEILING OR OPEN GRID CONDITIONS OCCUR THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOUMG ITEMS, - ALL BRANCH CIRCUITS SHALL BE IN EMT. - ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY TRAINED AND M PARALLEL TO STRUCTURES OR DUCT WORK. THE Ti 'TRAINED' MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RAN TO INCLUDE RADIUS BENDS AND SWEEPS. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE RECUEST OF THE ARCHITECT AT NO ADDITIONAL COST. IC. ALL LED REMOTE INDICATORS FOR DUCT DETECTORS AND FIRE/SMOKE DAMPERS REQUIRED BY THE LOCAL A14J SHALL BE LOCATED IN CEILINGS IN COORDINATION WITH ARCHITECT PRIOR TO ANY ROUGH-IN. IL RECESSED FIXTURES LOCATED M A FIRE -RATED CEILING OR WALL SHALL BE PROVIDED WITH A 5 -SIDED RATED ENCLOSURE SO CONSTRUCTED AS TO ALLOW CODE AND MAN FACTURER- REQUIRED CLEARANCES BETWEEN THE FIXTURE AND THE ENCLOSURE. 12. REFER TO GENERAL POWER PLAN NOTES AND COMMUNICATIONS PATHWAYS GENERAL NOTES FOR ADDITIONAL REQUIREMENTS WHEN POWER MID /OR DATA DEVICES ARE SHOWN ON THIS PLAN. PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT f ao APRIL 9, 2012 ON DATE V:G IELD$ DATE SIGN GATE PARES$ AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK APRIL 9,2012 APRIL 9, 2012 DATE DATE NORTH RESTROOM LIGHTING PLAN PLANNING CASE N0: 04-197 MUP /DR/CDP /EIA E -2.1 10630 -G S a 0 r- 0 J a 0 N �a n � 8 H X N CN a� I n v �N � N �o N rcn on SCALE: 1 /4'.I' -0' CALL: ' 811 TWO WORKING DAYS BEFORE YOU DIG DESCRIPTION 1532EWe " -BM CAST Q101N6i8L - (1101N8API6 fmt .,..rniwemmtcenr JsrylarLSN K1.X4I:0®1&dD14 APPROVED I DATE SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 28 PLAN NOTES PROVIDE ADDITIONAL SWITCHPACK TO OCCUPANCY SENSOR FOR 120V LIGHT FIXTURES WITHIN THE ROOM AND 0474 ECT AS REQUIRED. ROUTE VIA LIGHITING CONTROL PANEL. PROVIDE ADDITIONAL UN5WITCHED CONDUCTORS FOR EMERGENCY/NKI LIGHTING. ®3 SEE LOITER FLOOR LIGHTING PLAN (DETAIL 2, THIS SHEET) FOR CONTNUATION. ® SEE UPPER FLOOR LIGHTING PLAN (DETAIL I, THIS SHEET) FOR CONTINUATION. SCALE: 1/4'.I' -0' ,b PUBLIC WORKS 31597 Camino Crano, CA San Juan Capistrano, CA 926 75 GROUP wux.R93 -269 gigreup.wm GROUP [9491493 -2890 [9[9491493-2600 ph 2fi00 phone SIGN PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E151 me RAYMOND W. SWARTZ P.E. EXP.: l?J31/13 LIGHTING PLAN GENERAL NOTES REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION 4 ELEVATION OF ALL LIGHTMG FIXTURES AND ALL DEVICES. ALL WALL-MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH -IN. 2. VERIFY EXACT CEILING CONSTRICTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTING HARDWARE. 3. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. 4. ALL COVE MOUNTED FIXTURES SHALL EXTEND THE FULL LENGTH OF THE COVE. CONTRACTOR TO FIELD MEASURE COVE LENGTH AND ORDER QUANTITY OF FIXTURES AS REQUIRED. 5. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE /CHANNEL. 6. ALL FLUORESCENT DIMMING ZONES/CHANNELS SHALL BE PROVIDED WITH 3 LINE VOLTAGE CONDUCTORS (NEUTRAL, DIMMED HOT, SWITCHED HOT) OR 2 LINE VOLTAGE CONDUCTORS/2 CONTROL CONDUCTORS AS REQUIRED BY THE CONTROLBALLAST TYPE. 1. ALL EMERGENCY BATTERY PACK FIXTURES SHALL BE PROVIDED WITH A CONSTANT HOT CONNECTION TO THE CHARGING LEAD. SEE GENERAL LIGHTING FIXTURE SCHEDULE NOTES FOR MORE NFORMATION. S. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CNEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. S. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS, ALL BRANCH CIRCUITS SHALL BE M EMT. - ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY TRAINED AND M PARALLEL TO STRUCTURES OR DUCT WORK THE TERM 'TRAINED' MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RN TO INCLUDE RADIUS BENDS AND SWEEPS. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL CAST. 10. ALL LED REMOTE INDICATORS FOR DUCT DETECTORS AND FIRE/SMOKE DAMPERS REQUIRED BY THE LOCAL AHJ SHALL BE LOCATED IN CEILINGS N COORDNATION WITH ARCHITECT PRIOR TO ANY ROUGH -IN. II. RECESSED FIXTURES LOCATED M A FIRE -RATED CEILING OR WALL SHALL BE PROVIDED WITH A 5 -SIDED RATED ENCLOSURE 50 CONSTRUCTED AS TO ALLOW CODE AND MANUFACTURER - REQUIRED CLEARANCES BETWEEN THE FIXTURE AND THE ENCLOSURE. 12. REFER TO GENERAL ROWER PLAN NOTES AND COMMUNICATIONS PATHWAYS GENERAL NOTES FOR ADDITIONAL REQUIREMENTS WHEN POWER AND/OR DATA DEVICES ARE $HOLN ON THIS PLAN. 00! PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT f IetGP APRIL 9, 2012 3N DATE Y:G IELDS DATE SIGN DATE PARK$ AND RECREATION APPROVALS I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. APRIL 9, 2012 APRIL 9, 2012 DATE DATE ENCINITAS COMMUNITY PARK I 10630 -G SOUTH RESTROOM LIGHTING PLAN E -2.2 SHEET94 OF 1 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA I� r i 0 0 a A m s Ti UNDERGROUND SERVICE ALERT CALL: °0 811 1 X N C sz TWO WORKING DAYS a ° BEFORE YOU DIG I a CHANGENO. DESCRIPTION n m � N ie a � m o n NORTH RESTROOM POWER PLAN 1 SCALE: 1/4'.11 -0' 153£EWanrM - BatlAn, GYa06 plgamwap - (11MaaHmaf w.Uwlwlnam Jsry WHwu K1 Ja1:0Y1]MDN APPROVED I DATE SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 31591 Camino Capistrano ,b San ." desig ano, CA 92875 GROUP San Juan Casigngmop A GROUP [9491493-2690 fax [9491493.2800 phone PUBLIC WORKS SIGN DATE PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E151 RAYMOND W. SWARTZ P.E. EXP.: 12131113 PLAN NOTES 0 3/40C. W/ 2MO. CONECT TO ELECTRIC HAND DRYER AS REQUIRED. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECT PRIOR TO ROLL: H-IK ®2 FUTURE MUSCO SPORTS LIGHTING CONTROL CA151111i ®3 SEE SHEET E-4.1 FOR ADDITIONAL Ni 4 PROVIDE CONNECTION TO WATER HEATER PER MANUFACTURERS REQUIREMENTS. 5 TELECOMMUNCATIONS BACKBOARD CONSISTING OF FIRE- RATED, EXTERIOR GRADE, DOUGLAS FIR PLYWOOD SHEETING FINISHED ONE SIDE AND PRIME COAT PAINTED ON ALL SURFACES WITH A FINISH COAT OF FIRE RETARDANT INTUMESCENT WHITE ENAMEL PAINT. LEAVE ONE (U FIRE MARSHAL STAMP UNPAINTED FOR INSPECTION ON EACH PLYWOOD SHEET. UNLESS OTHERWISE INDICATED, USE B' -0' HIGH X LENGTH AS SHOWN ON DRAWINGS X 3/4' THICK PLYWOOD. PLYWOOD SHALL BE RAISED IT AFF. ©I/)'C ' IW GROUND CONDUCTOR WITH GREEN INSULATION EXOTNER 11CALLY CONNECTED TO NEAREST EFFECTIVELY GROUNDED BUILDING STEEL AND TO TMGB/RGB($) VIA 2 -HOLE COMPRESSION CONNECTION. CONTROL VIA 24 HOUR DIGITAL PROGRAMMABLE TIME CLOCK PLANNING AND BUILDING SIGN DATE RECREATION POWER PLAN GENERAL NOTES= 1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24' MINIMUM. 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 3. ALL WALL- MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH -IN. 4. ALL FURNITURE FEED LOCATIONS TO BE VERIFIED WITH ARCHITECT AND FURNITURE VENDOR PRIOR TO ROUG -1 IN. 5. ALL FURNITURE WHIP'S SHALL BE TRIMMED TO REDUCE EXCESS WHIP LENGTH. 6. WHEN EX1008W CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWNG ITEMS: - ALL BRANCH CIRCUITS SHALL BE IN EMT. - ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY AND N PARALLEL TO STRUCTURES OR DUCT WORK VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 1. EXPOSED GABLE /CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL OOHFOR'1 TO NEC, OR CEC WHERE ADOPTED, ARTICLE 30022(0). 6. PROVIDE W.C.I. TYPE RECEPTACLE(S) WITHIN 6 FEET OF ANY 51NK COMMUNICATIONS PATHWAYS GENERAL NOTES I. CONDUITS SHALL, (a) OD%li NO CONTINUOUS SECTIONS LONGER THAN 30M l9B FT.), AND, (b) CONTAIN NO MORE THAN (2) 906 BENDS OR (I) REVERSE BEND WITHOUT INSTALLING A PULLBOX CONDUITS IN PLACE OF PULLBOXES ARE UNACCEPTABLE. 2. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINOMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. 3. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2' N DIAMETER OR LESS, AND, (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2' IN DIAMETER 4. TERMINATE CONDUITS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2' -3' ABOVE THE FLOOR SURFACE. 5. INSTALL BUS 11W35 AND BELL ENDS AS REQUIRED ON ALL CONDUITS. 6. FLEX CONDUIT 18 GENERALLY UNACCEPTABLE FOR USE AS A CCMFMNICATIONS CONDUIT EXCEPT AT SEISMIC JOINT$ AND AS APPROVED IN WRITING BY THE ENGINEER 1. ALL UNDER SLAB OR IN -SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND /OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE SITE UTILITY PLAN NOTES FOR ADDITIONAL UNDERGROUND COMMUNICATIONS CONDUIT SEALING REQUIREMENTS. S. ALL PULLBOXES SHALL BE SIZED AND INSTALLED PER AN51/7IA/EIA -5698. PULLBOXES FOR UNDER FLOOR CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULLBOXES FOR OVERHEAD CONDUIT RUGS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILNG SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. FULLBOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3 RATED. PULLBOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: CONDUIT WIDTH LENGTH DEPTH WIDTH INCREASE PER SIZE I I ADDITIONAL CONDUIT 1' 4' W' 3' 2' 2' B' 36' 4' 5' 3' 12' 48' 5' 6' 4' 15' 60' B' e' FOR OTHER CONDUIT SIZES REFER TO ANSI/RIA/EIA 5696 TABLE 12. - LATEST PUBLISHED EDITION. S CONDUIT(S) SHALL EXIT A PULLBOX ON THE WALL OPPOSITE THE WALL ENTERED. 10. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. 11. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. ENGINEERING ENCINITAS FIRE DEPARTMENT ( (go APRIL 9, 2012 V:G IELDS DATE SIGN DATE :OVALS I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK APRIL 9, 2012 APRIL 9, 2012 DATE DATE NORTH RESTROOM POWER PLAN PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA 10630 -G E -3.1 SHEET85 OF 1 4 m w w O a r 5 a 0 0 a s LOWER SOUTH RESTROOM POWER PLAN c � SCALE: V4'•I' -0' m� uI `N UNDERGROUND SERVICE ALERT 3 CALL: 8$ '� 811 X N C i TWO WORKING DAYS a BEFORE YOU DIG 1 CHANGE NO. DESCRIPTION n v �N � N �o N rcn on 1532 EWala" - BNa CAST (M)III 8L - M4Ia8%A2l5lW �rmaea xw 4 iuio wot Kl Job#:O®1&dD14 APPROVED I DATE SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 WndTanne—/ ®S 112'C I'6 GROUND CONDUCTOR WITH GREEN INSULATION EXOTHERMICALLY CONNECTED TO NEAREST EFFECTIVELY GROUNDED BUILDING STEEL AND TO TMGBI/TGB(b) VIA 2 -HOLE COMPRES81ON CONNECTION. 9 CONTROL VIA 24 HOUR DIGITAL PROGRAMMABLE TIME CLOCK PLAN NOTES• 3141C W/ 2410. CONNECT TO ELECTRIC HAND DRYER AS REQUIRED. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECT PRIOR TO ROUGH-IK 2® FUTURE MUSCO SPORTS LIGHTING CCNITROL CABINET. ®3 SEE SHEET III FOR ADDITIONAL INFORMATION. ® CONNECT COMPLETE TO WATER HEATER AS REQUIRED. PROVIDE DISCONNECT AS REQUIRED. 5® 314'C W/ 2410 TO EXHAUST FAN AS REQUIRED. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECT PRIOR TO ROUGH -IN 6 PROVIDE 1/2' =S) TO RESPECTIVE CONTROL DEVICE($) FOR CONTROL WIRNRa REFER TO THE EQUIPMENT CONTROL WIRING DIAGRAMS FOR ADDITIONAL INFORMATION. CONNECT COMPLETE TO GARBAGE DISPOSAL AS REQUIRED ®TELECOMMUNCATIONS BACKBOARD CONSISTING OF FIRE- RATED, EXTERIOR GRADE, DOUGLAS FIR PLYWOOD SHEETING FINISHED ONE SIDE AND PRIME COAT PAINTED ON ALL SURFACES WITH A FINISH COAT OF FIRE RETARDANT INTUMESCENT WHITE ENAMEL PAINT. LEAVE ONE (1) FIRE MARSHAL STAMP UNPAINTED FOR INSPECTION ON EACH PLYWOOD SHEET. UNLESS OTHERWISE INDICATED, USE W -0' HIGH X LENGTH AS SHOWN ON DRAWINGS X 3/4' THICK PLYWOOD. PLYWOOD SHALL BE RAISED 12' 4FF. �Q UPPER SOUTH RESTROOM POWER PLAN SCALE: I/4'•1' -0' ,b PUBLIC WORKS 31597 Camino Cn CA o, San Juan Capistrano, CA 92875 Ij IM GROUP wux.R93 -269 glgreup.wm 9ROUP [9491493 -2890 ax [9491493.2800 phone SIGN PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E151 RAYMOND W. SWARTZ P.E. EXP.: QJ31/13 POWER PLAN GENERAL NOTES, I. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24' MINIMUM. 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SP AD OF FIRE WITH AN APPRI FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 3. ALL WALL- MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO RCUGN-M. 4. ALL FURNITURE FEED LOCATIONS TO BE VERIFIED WITH ARCHITECT AND FURNITURE VENDOR PRIOR TO ROUGH IN 5. ALL FURNITURE WHIPS SHALL BE TRIMMED TO REDUCE EXCESS WHIP LENGTH. 6. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR THE OOPNTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEM& ALL BRANCH CIRCUITS SHALL BE IN EMT. - ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK VISUALLY OBJECTION45LE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 1. EXPOSED CABLE /CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CORFOR'I TO NEC, OR CEO WHERE ADOPTED, ARTICLE 300 .22(C). S. PROVIDE GF.C.I. TYPE RECEPTACLE($) WITHIN 6 FEET OF ANY SINK- COMMUNICATIONS PATHWAYS GENERAL NOTES I. CONDUITS SHALL, (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (W FT), AND, (b) CONTAIN NO MORE THAN (2) 906 BENDS OR (D REVERSE BEND WITHOUT INSTALLING A PULLEI CONDUITS IN PLACE OF FULLBOXES ARE UNACCEPTABLE. 2. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 L59. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. 3. OONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2- IN DIAMETER OR LESS, AND, (b) 10 TIMES THE INTERNAL CCINDUIT DIAMETER FOR CONDUITS MORE THAN 2' IN DIAMETER 4. TERMINATE CONDUITS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2' -3' ABOVE THE FLOOR SURFACE. 5. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. 6. FLEX CONDUIT IS GENERALLY UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND AS APPROVED IN WRITING By THE ENGINEER 1. ALL UNDER SLAB OR N -SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER RFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR* F.'ESPONSIBILITY TO ENSURE GROUND WATER RAIN WATER OR CONSTRUCTION WATER Ib PRE VENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE SITE UTILITY PLAN NOTES FOR ADDITIONAL UNDER'ROUND COMMUNICATIONS CONDUIT SEALING REQUIREMENTS. S. ALL PULLBOXES SHALL BE SIZED AND INSTALLED PER AISIRIA/EIA -5698. PULLBOXES FOR UNDER FLOOR CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULLBOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE MUD SUPPORTED INDEPENDENTLY FROM THE STF44CTUM MUD CONDUIT SUPPORTS. FULLBOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS 814ALL BE NEMA 3 RATED. PULLBOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: CO4D UIT WIDTH LENGTH DEPTH WIDTH INCREASE PE SIZE I I ADDITIONAL CONDUIT 1' 4' 16' 3' 2' 2' a, 36' 4' 5' 3' 12' 48' 5' 6' 4' 15' 60' v a, FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA/EIA 5698 TABLE 12. - LATEST PUBLISHED EDITION. 9. CCNDUIT(S) SHALL EXIT A FULLEI ON THE WALL OPPOSITE THE WALL ENTERED. 10. PROVIDE LABELING OF EAC44 CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. II. PROVIDE INTEFINAL/EXTERNAL GAS AID WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECFICATION6. 00! PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT %I --� f 1etGP APRIL 9, 2012 IGN DATE Y:G IELUS DATE SIGN DATE PAR ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REC 1 ED: LAPP VED ENCINITAS COMMUNITY PARK 10630 -G JOHN FREI : LISA RUDLOFF APRIL 9, 2012 APRIL 9, 2012 DATE DATE SOUTH RESTROOM POWER PLAN E -3.2 SHEET8E OF 1f PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA 4 F > X S 0 0 a 9 m li s ELECTRICAL PANELSOARD i III LB CONDLLET rr w C42NDWTOR TO PANEL ROU .U., _ BOND ffl 1. METAL 191 FRAMES I / \I �j�� \��y��I��TIEE CONDULET FOR SEPARATE 6ROUND DC CONCTRR BONDED TO PETAL BIILDINS FRAME. 6ROlNDINS CLAMP SERVICE ENTRANCE EQUIPMENT'MSA' 2,5004, (100% RATED) 2111450V- 30 - All O MINIMUM SCC RATING SHALL BE 650004 RMS SYMM AVAILABLE FAULT CURRENT PER 5DG4E 42000 A. NEMA 3R • TES 200% NEUTRAL BUSSING • NO ISOLATED GROUND BUSSING • NO I 2900A 400A 1)3P� UNDEf;GdROUND SVC Ur.SPS. LATERAL, SEE SITE UTILITY PLAN SEE SYSTEM GROUNDING DETAIL SINGLE LINE DIAGRAM SCALE, NTB. ' UNDERGROUND SERVICE ALERT CALL: 8„ 811 X N 5 � TWO WORKING DAYS a BEFORE YOU DIG 1 CHANGE NO. DESCRIPTION n m �N � N �o N mn on 1692EWmtmrAV4 - ammAr aRaaa Q1016ffiiml - (It01abAPl6 Amt mm.Jtn.Samtmm Dry LenMN K1.X6I:0®1&dD14 APPROVED I DATE SIGN DATE ALTERNATE ENERGY PRODUCTION SYSTEM BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 N N ALTERNATE ENERGY PRODUCTION SYSTEM SPECIFIC SINGLE LINE NOTES: PROVIDE GROUNDING PER NEC, OR CEC LLHERE ADOPTED, 28030. SEE TRANSFOR11ER SCHEDULE FOR GEC SIZING INFOFMIATION SEE SEPARATELY DERIVED SYSTEM GROUNDING DETAIL FOR MORE INFORMATION. BUSSING SHALL BE PROVIDED FOR FUTURE BIDS EXTENSION TO FUTURE DISTRIBUTION SYSTEM. 3 PROVIDE (U 41CA. FOR EVERY 800 AMPS OF SERVICE SIZE (MINIMUM OF ONE) STUBBED OUTSIDE THE 51 TO THE NEAR EST PLANTER AREA CAP AND MARK. 4 PROVIDE (4) POO. STUBBED OUTSIDE THE BUILDING TO THE NEAREST PLANTER AREA. CAP AND MARL 5 PROVIDE FUSES /CIRCUIT BREAKERS TESTED/LISTED FOR BACK FEED OPERATION PER NEC, OR GEC WHERE ADOPTED, 69084(5X5). © SEE PV SYSTEM DRAWNGS / SPECIFICATIONS FOR MORE INFORMATION. FEEDER SCHEDULE FEEDER l�= J1�COP ER LON6 x I&R V.D. _- UND R THER COPPERGLAD ROD PVC CONDUIT WITH GROUND CONDUCTORS (2) 2'K.- O, M GIS9 IN EACH ELECTRODE AS SP'EOIFIED IN PI OR SPECIFIED NEC, NOTES CEO WHERE ADOPTED, ART 25052 I. METAL MODULAR BUILDINGS. WEN METAL BUILDINGS ARE 6. BOND SEPARATE CONDUCTORS FROM GROUND ROD TO MADE OF COMPONENTS, EACH BUILDING COMPONENT, ELECTRICAL PANEL AND TO METAL BUILDING FRAME (NEC. INCLUDING STEEL RAMP'S, MUST BE ELECTRICALLY BONDED 250 -51) . IN ADDITION TO THE DETAIL SHOLLN ABOVE, BOND TOGETHER IN A MANNER ACCEPTABLE TO DSA/556. PAINT THE ELECTRICAL CONDUCTOR GROUND TO METAL WATER ON THE SURFACE WILL INHIBIT PASSAGE CP ELECTRICAL PIPE EMBEDDED AT LEAST 10 FEET INTO THE 501L IF CURRENT: THEREFORE, BOLTED CONNECTIONS OF AVAILABLE (NEC. 250 -81 AND NEC. 250 -83). COMPONENT PARTS ARE NOT AN ACCEPTABLE ELECTRICAL 009% BOND. 1. ALL MODULES OF METAL FRAME BUILDINGS AND RAMPS 2 WOOD MODULAR BUILDINGS: IN WOOD FRAME MODULAR SHALL BE ELECTRICALLY BONDED TOGETHER (BOLTING BUILDINGS, THE ELECTRICAL SY61EM MUST BE GROUNDED ONLY IS NOT ACCEPTABLE E ING7. AS REQUIRED IN TITLE 24. 15108 8. CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 3. GROUNDING: : THE ELECTRICAL CIRCUITS ARE USUALLY OHMS' INSTALL ADDITIONAL GROUND RODS WITH PROPERLY GROUNDED, HOWEVER IT IS AL50 NECESSARY CONDUCTORS AS SHOWN, SEPARATED AT LEAST 6' -0' UNTIL TO INDEPENDENTLY GROUND THE STEEL FRAMES. THIS IS RESISTANCE IS REDUCED TO 25 OHMS OR LESS. (NEC. PARTICULARLY IMPORTANT WEN THE BUILDING 16 250-84). SUPPORTED ON A FOUNDATION MADE OF WOOD. (280) B' 9. SEE SPECIFICATIONS FOR TESTING O GROUNDING REQUIRED. 4. INSPECTOR RECORD ARN SHALL WITNESS GROUND TEST AND SUBMIT A A COPY OF T THE REPORT TO THE ARCHITECT. lo. ALL ELECTRICAL UIORK TO MEET THE REQUIREMENTS O THE ALL BUILDINGS MUST ELECTRICALLY STATE ELECTRICAL CARES. PART 3 TITLE 24, CAC, WNIGPI ELECTRICAL TOGETHER AND M IN BONDED TOGETHER AND MUST BE INDEPENDENTLY fE L PROPER GROUNDING OF ALL ELECTRICAL GROUNDED. ALL GROUNDING 9T ARE TESTED CIRCUITS, EQUIPMENT, ETC. FOR PUBLIC SCHOOL BUILDING(9), CIRCUITS, HEM8 CBE WITH A MERGER UNIT OR IN AN OTHERWISE ACCEPTABLE REGARDLESS OF THE TYPE OF CONSTRICTION. MAKER REFER TO K.E.C. 250 -BI AND 250 -83 FOR IN ORIEMEN9 SPECIFIC GROUNDING IEQUIREMENiB. 5. SIZE OF CONDUCTORS SHALL COMPLY WITH NEC. TABLE 2'C. -3N0, 14 GRP 250 -95. 004' MODULAR BUILDING GROUNDING DETAIL 3001 M8A -4 2 SCALE: NTB. _ SERVICE ENTRANCE EQUIPMENT'MSA' 2,5004, (100% RATED) 2111450V- 30 - All O MINIMUM SCC RATING SHALL BE 650004 RMS SYMM AVAILABLE FAULT CURRENT PER 5DG4E 42000 A. NEMA 3R • TES 200% NEUTRAL BUSSING • NO ISOLATED GROUND BUSSING • NO I 2900A 400A 1)3P� UNDEf;GdROUND SVC Ur.SPS. LATERAL, SEE SITE UTILITY PLAN SEE SYSTEM GROUNDING DETAIL SINGLE LINE DIAGRAM SCALE, NTB. ' UNDERGROUND SERVICE ALERT CALL: 8„ 811 X N 5 � TWO WORKING DAYS a BEFORE YOU DIG 1 CHANGE NO. DESCRIPTION n m �N � N �o N mn on 1692EWmtmrAV4 - ammAr aRaaa Q1016ffiiml - (It01abAPl6 Amt mm.Jtn.Samtmm Dry LenMN K1.X6I:0®1&dD14 APPROVED I DATE SIGN DATE ALTERNATE ENERGY PRODUCTION SYSTEM BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 N N ALTERNATE ENERGY PRODUCTION SYSTEM SPECIFIC SINGLE LINE NOTES: PROVIDE GROUNDING PER NEC, OR CEC LLHERE ADOPTED, 28030. SEE TRANSFOR11ER SCHEDULE FOR GEC SIZING INFOFMIATION SEE SEPARATELY DERIVED SYSTEM GROUNDING DETAIL FOR MORE INFORMATION. BUSSING SHALL BE PROVIDED FOR FUTURE BIDS EXTENSION TO FUTURE DISTRIBUTION SYSTEM. 3 PROVIDE (U 41CA. FOR EVERY 800 AMPS OF SERVICE SIZE (MINIMUM OF ONE) STUBBED OUTSIDE THE 51 TO THE NEAR EST PLANTER AREA CAP AND MARK. 4 PROVIDE (4) POO. STUBBED OUTSIDE THE BUILDING TO THE NEAREST PLANTER AREA. CAP AND MARL 5 PROVIDE FUSES /CIRCUIT BREAKERS TESTED/LISTED FOR BACK FEED OPERATION PER NEC, OR GEC WHERE ADOPTED, 69084(5X5). © SEE PV SYSTEM DRAWNGS / SPECIFICATIONS FOR MORE INFORMATION. FEEDER SCHEDULE FEEDER CONDUIT AND CONDUCTORS LOAD DISTANCE V.D. A.I.C. NOTES Mgq_I (2) 2'K.- O, M GIS9 IN EACH (320) 660' 38% 9]90 LNA -I 2K. -Y//0, I'G GRID (140) B' 0ID 8686 TI -I 4'C.- 4900KCMIL, M GRD (2W) a. 009% 4432 MSA -2 e3 E 3350CCMIL, M/0 GRD (140) 628' 18% 15108 SA -I 2'C.- 32/0, I.6 GRD (140) W 008% 6839 4K..- 4U00KCMIL, M GRD (280) B' 0ID de46 LNA -7 3/4'C. -2110. MO GRID _ _ LeA -2 3/4' 2.10, M0 GRP MSA -3 2'C. -3N0, 14 GRP TWA 004' 231% 3001 M8A -4 2GA. _ _ _ _ FUTURE MAINTENANCE BLDG. GENERAL FEEDER SCHEDULE NOTES: L ALL FEEDERS SHOW, UNLESS SPECIFICALLY NOTED OTHERIAW, ARE P'IRESUMED TO BE ROUTED IN METAL RACEWAYS. F P.V.G. CONDUITS ARE UTILIZED, THE CONTRACTOR SHALL PROVIDE AN EQUIPMENT GROUND PER NEC, OR CEC WERE ADOPTED, TABLE 250122 OR WHERE REQUIRED, PROVIDE A MAN BONDING JUMPER PER TABLE 25086 AND INCREASE THE CONDUIT SIZE ACCORDINGLY. 2. LOADS INDICATED WITH ( )' REPRESENT WORST CASE LOAD IN AMPS. 3. DISTANCE SHOWN IS FOR DESIGN PURPOSES ONLY. IT IS NOT A MATERIAL TAKEOFF. 4. VOLTAGE DROP VALUE INDICATED IS AT THE END OF THE FEEDER 5. AVAILABLE FAULT CURRENT VALUE AT THE END OF THE FEEDER INDICATED. CALCULATIONS ARE BASED UPON INITIAL VALUES RECEIVED PROM THE SERVNG UTILITY AND THE LENGTH AND IMPEDANCE OF THE FEEDER FUTURE MAINTENANCE BLDG 1 � WA 100A 312 1)3P ,b PUBLIC WORKS 31597 Camino Cepisireno San Juan CapiglZmo, CA 92fi75 R j M DESIGN w .RJMeesigtgmm= GROUP [9491493 -2890 hx [9491493.2fi00 phone SIGN J3P J3P SPACE f SPARE � 9PA� 3 PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 OLICENSE NO.: E15610 RAYMOND W. SWARTZ P.E. EXP.: QJ31/13 GENERAL SINGLE LINE DIAGRAM NOTES: I. ALL SWITCHGEAR SHALL BE SQUARE D OR EQUAL BY CUTLER- HAMMER, RSE -BIERR , GE., OR SIEMENS. 2. ALL ITEMS DEPICTED ON THE SINGLE LINE DRAWINGS SHALL BE ASSUMED AS NEW UI 3. ALL OVERCURRENT DEVICES M AN INDIVIDUAL PIECE OF EQUIPMENT SHALL HAVE AN AIC RATING EQUAL TO THE OVERALL RATING OF THE EQUIPMENT- SERIES RATING OF DEVICES WITHIN A PIECE OF EQUIPMENT IS NOT ALLOWED. SEE SPECIFICATIONS FOR MORE NFORMATION. 4. SERIES RATED DEVICES SHALL HAVE BEEN INVESTIGATED BY UL IN COMBINATION WITH THE END USE EQUIPMENT AND IN THE EQUIPMENT IN WHICH THESE DEVICES ARE USED SHALL BE MARLED WITH A SERIES RATING. ALL EQUIPMENT SHALL BE MARKED IN ACCORDANCE WITH NEC (OR CEC -WHERE ADOPTED) REQUIREMENTS. SEE SPECIFICATIONS FOR MORE NFORMATION. WHERE SERIES RATINGS ARE ALLOWED, THE EQUIPMENT SHALL BE LEGIBLY MARKED N THE FIELD TO INDICATE A SERIES COMBINATION RATING. LL 41CH SHALL BE READILY VISIBLE AND STATE THE FOLLOWING: CAUTION - SERIES COMBINATION SYSTEM RATED AT 12,27 AMPERES. USE ONLY IDENTIFIED REPLACEMENT COMPONENTS IN THIS SYSTEM. UIHERE 11,7n REPRESENTS AVAILABLE FAULT CURRENT SEE SPECIFICATIONS FOR PLACARD REQUIREMENTS. 5. ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 15 DEGREE CELSIUS CONDUCTORS. 6. ALL SERVICE ENTRANCE EQUIPMENT RATED AT 400A OR GREATER SHALL BE PROVIDED WITH A SAOKFEED- RATED, SOLID STATE MAIN OVERCURIENT DEVICE AND BUSSING RATED AT 100% OPERATION. NON - SERVICE ENTRANCE SWITCHBOARDS AND DISTRIBUTION BOARDS LARGER THAN 600A SHALL BE PROVIDED WITH A SOLID STATE MAIN OVEROURRENT DEVICE, F SHOWN ON PLANS, FOR ADDITIONAL REQUIREMENTS REGARDING CIRCUIT 1REAKERS. 1. ALL SWITCHBOARDS AND DISTRIBUTION BOARDS SHALL HAVE: a. TIN- PLATED ALUMNI BUSSING WITH RECTANGULAR CROSS SECTION HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL LENGTH AND SHALL HAVE PROVISIONS FOR FUTURE EXTENSIONS. ALL BUSSING SHALL HAVE MINIMUM WITHSTAND RATING EQUAL TO THE AVAILABLE FAULT CURRENT NDICATED. ALL VERTICAL AND HORIZONTAL BUSSING SHALL BE RATED AT FULL CAPACITY IN ALL SWITCHBOARD AND DISTRIBUTION BOARD SECTIONS. PROVIDE 100% NEUTRAL BUSSING MINIMUM UNLE88 OTHERWISE NOTED. PROVIDE FULL LENGTH GROUND BUS AND, WHERE INDICATED ON PLANS, ISOLATED GROUND BUSSING. PROVIDE REAR WIRE WAY IN ALL SWITCHBOARD SECTIONS. b. LUGS SUITABLE FOR USE WITH COPPER OR ALUMINUM CONDUCTORS LISTED FOR USE WITH 15 DEGREE CELSIUS AAPACMY CONDUCTORS. c PERMANENT PLACARD($) MARKED PER THE SPECIFICATIONS AND PER NEC (OR CEC -WHEN ADOPTED) SECTIONS 225.31,2302(E), 65056(5) 4 (C), 69256, 1008, 101.9, AND 1028 DENOTING THE PRESENCE OF ADDITIONAL SERVICES, PHOTOVOLTAIC SYSTEMS, FUEL CELLS, EMERGENCY OR STAND -BY POWER SOURCES AS APPLICABLE. S. CONTRACTOR SHALL SUBMIT SWITCHBOARD SHOP DRAWINGS TO THE SERVING UTILITY FOR APPROVAL PRIOR TO FABRICATION CONTRACTOR SHALL SECURE CONFIRMATION THAT THE PROPOSED SWITCHBOARD COMPLIES WITH ELECTRIC UTILITY COMPANY REGULATIONS. 3 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE SPECIFICATIONS FOR SWITCHBOARDS, DISTRIBUTION BOARDS TRANSFORMERS, PANEL BOARDS AND ALL OTHER DEVICES SHOWN ON THE SINGLE LINE PRIOR TO FABRICATION. 10. ALLOWABLE DIMENSIONS, N MAN ELECTRICAL ROOM ARE A CRITICAL GOORDNATION ITEM. CONTRACTOR SHALL PROVIDE 1/4'= I' -0' SCALE DRAWINGS, WITH SWITCHGEAR SUBMITTALS SHOWING TWAT ALL PROPOSED EQUIPMENT WILL PIT N THE SPACE PROVIDED. SUBMITTALS WITHOUT THIS DRAWING SHALL BE REJECTED AS INCOMPLETE. 11. THE CONTRACTOR SHALL CONDUCT, WITH THE ASSISTANCE OF THE 5WITCHGEAR MANUFACTURER AN ELECTRICAL HAZARD ANALYSIS CONSISTING OF AN ARC FLASH STUDY, SNORT CIRCUIT STUDY WIND A COORDINATION STUDY TO DETERMINE APPROPRIATE LEVEL OF PERSONNEL PROTECTIVE EQUIPMENT (PPE) AS REQUIRED BY I-PPA TOE 4 IEEE STD 1584, AND TO ENSURE PROPER COORDINATION (INCLUDING GROUND FAULT COORDINATION) EXISTS BETWEEN ALL OVERCURiENT PROTECTIVE DEVICES SHOW ON THE SINGLE LINE. ADDITIONALLY: a. THE STUDY SHALL INCLUDE ALL PORTIONS OF ELECTRICAL SINGLE LINE DIAGRAM. NORMAL SYSTEM CONNECTIONS AND THOSE TWAT RESULT IN MAXIMUM FAULT CONDITION SHALL BE ADEQUATELY COVERED N THE STUDY. PERFORM STUDY WITH THE AID OF DIGITAL COMPUTER PROGRAM, SKIT CAPTOR OR EQUAL. THE STUDY SHALL SHOW SELECTIVE COORDINATION SO THAT THE DEVICE CLOSEST TO THE FAULT WILL TRIP BEFORE ANY OTHER DEVICE TRIPS. THE GROUND FAULT PORTION OF THE STUDY SMALL DEMONSTRATE COORDINATION OF THE MAIN BREAKER AND ANY FEEDER GROUND FAULT DEVICES WITH DOLLNSTREAM CIRCUIT BREAKERS-30A AND LESS. b. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECOMMEND SETTINGS OF ALL DEVICES, TO INCLUDE GROUND FAULT SETTINGS, TO ACHIEVE SYSTEM COORDINATIOI THE CONTRACTOR SHALL FIELD ADJUST DEVICES ACCORDINGLY UTILIZING A QUALIFlED MANUFACTURER'S REPRESENTATIVE. c. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL GROUND FAULT RELAYS SMALL BE SET AT THE SHORTEST AVAILABLE TIME DELAY. d. RESULT OF THE COORDNATION STUDY SMALL BE SUBMITTED AS PART OF THE OVERALL SWITCWi SUBMITTAL AND SHALL INCLUDE PROTECTIVE DEVICE TIME VERSUS CURRENT COORDINATION CURVES, GROUPING APPROPRIATE DEVICES TOGETHER TABULATIONS OF RELAY AND CIRCUIT BREAKER TRIP SETTINGS, FUSE SELECTION, AND COMMENTARY REGARDING SAME. e. A GROUND FAULT SYSTEM TEST SHALL BE C 1401.1 D BY AN INDEPENDENT TESTING AGENCY PER NEC (OR CEC -WERE ADOPTED) 230.951C). THE GROUND FAULT SYSTEM TEST SHALL BE PERFORMED IN THE PRESENCE OF THE LOCAL AUTHORITY WAVING JURISDICTION. VERIFICATION OF DEVICE SETTINGS PER THE COORDINATION STUDY SHALL BE FER°OI11I BY THE SAME INDEPENDENT TESTING AGENCY. THE GROUND FAULT TEST RESULTS SHALL BE DELIVERED TO THE ENGINEER OF RECORD. F. PERFORM ARC FLASH ANALYSIS TO DETERMINE THE FLASH BOUNDARY, FLASH HAZARD CATEGORY, PPE REQUIREMENTS, AND MINIMUM ARC RATING (CAL/SQUAW CM). THE ABOVE INFORMATION SHALL BE INDICATED AT EACH ARC FLASH SOURCE ON A NEC, OR CEC WHERE ADOPTED, COMPLIANT ARC FLASH HAZARD LA6EL(6) AS MANUFACTURED BY BRADY. PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT e --� f 4tGP APRIL 9, 2012 3N DATE Y:G IELUS DATE SIGN DATE PARES$ AND RECREATION APPROVALS I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 't ENCINITAS COMMUNITY PARK 10630 -G OHN F I EN : LISA RUDLOFF APRIL 9, 2012 APRIL 9, 2012 DATE DATE SINGLE LINE DIAGRAM E•4.1 ISHEET87OF 1 PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA w L n 0 0 a e M 0 a 3/419 x 10' -0' COPPER CLAD GROUND ROD - GROUND CONNECTOR BUIRNDT TYPE 'GAP' c COPPER WIRE, SIZE AS SPECIFIED - GROWD CONNECTOR CONDUIT TO ROD WITH FEEDTIRiII PRE -CAST CONCRETE BOX 11'X11'X9T0.- 810 CLAY SOIL PIPE FILL WITH SOIL CAST IRON LOCKING COVER OR OAST IRON BOLT DOWN COVER FINISH GRADE IHIHMI-1-111- GROUND IL'A, III - III -I �E DETAIL 'A' I �=1 I I4 11- 15 GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED AS FOLLOWS: SEE RESPECTIVE SYSTEM/PEACE SCHEDULE FOR GEC. SIZE. IF AVAILABLE ON THE PREMISES AT EACH BUILDING AND /OR STRICTURE SERVED, CONNECT EFFECTIVELY GROUNDED STRUCTURAL STEEL OR EFFECTIVELY GROUNDED UNDERGROUND METAL WATER PIPE WITHIN 5 FT FROM POINT OF ENTRANCE TO THE BUILDJART. D /OR STRUCTURE WITH TO THE SEPARATELY SYPER ART. 25030(AX4XU 4 (AX4X2) - SEE RESPECT6T6TEM/DEVICE SCHEDU LE FOR GEL. SIZRE ACCESS TO EFFECTIVELY GROUNDED 8TRAL STEEL OR EFFECTIVELY GROUNDED UNDERGROUTAL WATER PIPE IS SUFFICIENTLY REMOTE, THE TRACTOR MAT ELECT TO INSTALL A CdMMON GROUELECTRODE CONDUOTOR(S) TO TIE (U OR E SEPARATELY DERIVED SYSTEMS TO THE TE GROUNDING ELECTRODES. DESIGN AND INATION OF SUCH A SYSTEM SHALL FULLY COMPLY WIRT. 25030(AX3). WHERE GROUNDED STRUCTURAL MEMBER FECTIVE GROUNDED WATER PIPE 16 UNAVAILABLE ON THE PREMISES, PROVIDE I NA cu, WC. TO A CONCIRETE-ENOA5ED ELECTRODE WITH MIN OF 20 FT IN LENGTH OF MIN. 4 BARE ENCASED IN MIN. 2' OF C 4CFMTE ALL AROUND, OR A GROUND RING IN DIRECT CONTACT WITH EARTH AT A DEPTH NOT LESS THAN 242 FT. WITH 20 FT. LENGTH MIN OF R BARE COPPER WHICHEVER IS AVAILABLE, PER ART. 25052(X) (3) 4 (4). PROVIDE BONDING WITH 1 015 w I 1 /44C. TO NEAREST METAL, WATER PIPE (HOT, GOLD, SPRINKLER SEWER BUILDING MOUNTED - INTERIOR OR EXTERIOR ETC), UNINTENTIONALLY UNGROUNDED BUILDING STEEL, GAS PIPE, HVAC DUCTS IN THE BUILDING PER ART. 250.104 (A), (5),4 (C) WHERE NO EFFECTIVE GROUNDING ELECTRODE IS AVAILABLE PER ART. 25050, PROVIDE 1 0 *c 3/ 9C_ TO OTHER LOCAL RIGID CONDUIT METAL UNDERGROUND PIPING SYSTEMS AND TANKS, OR ROD AND PIPE ELECTRODES WITH MIN. OF 6 FT. IN LENGTH AND SHALL BE INSTALLED PER ART. 25052(AXSXa) 4 (b), OR PLATE 21' ELECTRODES, WHICHEVER 16 AVAILABLE, PER ART 29052 / MIN e, (AX5, (AX6) 4 (AXI) MIN TOP VIEW, DETAIL 'B' WARE PLAN VIEW OF GROUNND CLAMP TO RIGID CONDUIT DETAIL 'A' i 6 UNDERGROUND SERVICE ALERT 7 == CALL: 811 C TWO WORKING DAYS a _ BEFORE YOU DIG I a CHANGE NO. DESCRIPTION no 'n g � 0 rc n on VGOInLS�Ma � 1fieYE WeIIeArG - BeY0n.442145 .- ..avmon.ntvon d#;Ql I I(1.Y64:OA81a0®14 APPROVED I DATE TRANSFORMER SCHEDULE NAME KVA WINDING MATERIAL RF'UT OUTPUT MIN %- AI.C. VALUE K VAL. GEC SIZE REDUCED LEVEL e SOUND NEMA/ MNTG. DIMEN91ON9 N W D LLYsT. REMAPoGB v P W v P W TI 112b ALUMINIUM 480 3 E 120a" 3141 55 565 1 WA 1 3/41C, M/0 WA F 31 30 24 660 - T2 112b AIHJIMINUM 14501 3 3 1 120rz0B 3 4 55 565 1 WA 1 3/41C, M/0 WA F 31 30 24 660 - t�1i PROVIDE CONNECTION OF GROUNDING CONDUCTORS/ BONDING JUMPERS PER ART280B. WHEN SEPARATELY DERIVED SYSTEM IB A UPS, CPC, POU OR TRANSFORMER LOCATED IN INFORMATION TECH N0LO GY ROOM, AS DEFINED BY NEC (OR CEC WHERE ADOPTED) ART. 648, SERVER ROOM, DATA CENTER OR COMPUTER ROOM, PROVIDE 142 INSULATED GREEN CONDUCTOR WC AND MECHANICALLY CONNECT TO MAIN TELECOMMUNICATIONS GRONDING BUS AND, WHEN LOCATED ON A TILE ACCESS FLOOR TO UNDER FLOOR SIGNAL REFERENCE OR GROUNDING GRID A$ REQUIRED. 10' COPPER GROUND ELECTRODE(5) W/ EXOTHERMIC CONNECTION(S) TO GROUND CONDUCTOR PROVIDE FIBER GLASS INSPECTION WELL(S). OUANTITIY AS REQUIRED TO ACHIEVE CODE- REQUIFD RESISTANCE VALUES. SEPARATELY DERIVED SYSTEM GROUNDING DETAIL SCALE: Nib 4t4t4t TELECOMMUNICATIONS GROUND CONDUCTOR MINIMUM SIZE SHALL BE BASED ON DISTANCE BETWEEN TELECOMMUNICATIONS ROOM MIND SYSTEM GROUNDING BUS BAR AS FOLLOWS: 0 -200 FT. 0/0 OVER 200 FT. 310 NssA MAIN BONDING JUMPER SHALL EE SIZED AS FOLLOWS: SE��ICEE 151EEIIE MBJ. SIZE 0 -10MA 3/0 1200A 04/0 1A00A 450KCMIL 2000A 300KCMIL 2S00A 300KCMIL 30MA 500KCMIL 4A 0 A %00KCMIL Ns GROUNDING ELECTRODE CONDUCTOR SHALL EE SIZED AS FOLLOWS: SEPVICE 0lZE GCI'._ SIZE 0 -200A 4 201 -400A 01/0 OVER 401A 3/0 PROVIDE BONDING WITH 1 0**r I 1 /4'C. TO NEAREST METAL, WATER PIPE (HOT, COLD, SPRINKLER SEWER BUILDING MOUNTED - INTERIOR OR EXTERIOR ETC), UNINTENTIONALLY UNGROUNDED BUILDING STEEL, GAS PIPE, HVAC DUCTS IN THE BUILDING PER ART. 250.104 (A), (B), 4 (C) CONNECTION OF GROUNDING CONDUCTORS/ BONDING PER ART250B (TTPICAU USING 2 -HOLE CONNECTOR6. TO GROUND BUS LOCATED WITHIN BUILDING SERVICE SWITCHGEAR 101515a TO GROUNDED CONDUCTOR PER ART. 250.102. PROTECTED WITH CODE -SIZED EMT, IMC, OR RIGID CONDUIT AS CONDITIONS, DICTATE. PROVIDE PERMANENT TAG TO IDENTIFY EACH CONDUCTOR 1 /4'x3'x LENGTH AS REQUIRED. COPPER GROUND BUS INSIDE SWTCNBOARD, DRILLED AND TAPPED AS REQUIRED. PROVIDE PHENOLIC LABEL INDICATRG 1 0* cu, 3/4 -C. TO EFFECTIVELY GROUNDED METAL FRAME OF THE _ BLDG PER ART. 25052(AX2). (I) MINIMUM 20 FT. LENGTH OF 4 MINIMUM/ 10'M BARE COPPER ENCASED IN MINIMUM 2. OF CONCRETE ALL AROUND PER ART. AX I Ns R ROUN TO METAL 3). cu, INTERIOR AL. WATER PIPE WITHIN 5' OF POINT OF ENTRANCE INTO THE I I I BUILDING PER ART. 25052(AXD. WHEN A GROUND RING 18 REQUIRED ELSUHER I I IT IN THESE DRAWINGS, PROVIDE BARE cW CONDUCTOR CONNECTION EQUAL IN SIZE TO GROUND RING CONDUCTOR BUT NOT LESS THAN R BARE cu. PER ART. 25052(AX4). (3) SPARE DRILLED CONNECTION POINTS SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 ��JJ[' l.d 101X#150A 3/4'G TO I TELECOMMUNICATIONS ROOM BACKBOARDS 1 GROUNDING BUS BASS. IF PROVIDED M PROJECT DRAWINGS, BEE TELECOM G R15E FOR GROUNDING RISER FOR REQUIREMENTS. ADDITIONAREQUIREMENTS. 10'**-* c 3/4'C. TO UTILITY CO. TELEPHONE/CATV BACKBOARD. FNI8HED FLOOR 1 % r 1/1'C. TO ELECTRODE PER ART. 25052(AXW,(AX&),(AX1)4 25093 WHERE NONE OF THE ELECTRODES IN ART. 250521AXU, (AX2), (AX3) 4 (AX4) ARE AVAILABLE. 31591 Camino Capistrano ,b San Capi strano, o, 5 GM wR, deogngroup.00rn 6Wi [949]493 -269 0 fax [949]43 -Z00 Pme RJ M TRANSFORMER SCHEMATIC: FLOOR MOUNTED OF 4 TRANSFORMER SYSTEM PLAN NOTES: 0 TRANSFORMER PER SPECIFICATIONS MID TRANSFORMER SCHEDULE PRIMARY FEEDER - SEE SINGLE LINE DIAGRAM. ®3 SECONDARY PEEDERISI - SEE SINGLE LINE DIAGRAM. ® VIBRATION DAMPERS - SEE SPECIFICATIONS. ®5 SEE SEPARATELEY DERIVED SYSTEM GROUNDING DETAIL. 'RED HEAD' ANCHOR BOLT WITH MATCHING NUT AND WASHERS AS REQUIRED FOR SEISMIC RESTRAINT. (TYPICAL - 4 PLACES EACH SECTION) T•• 00 oe e 36' TWO- WINDING TYPE PER UL 506. TRANSFORMERS SHALL BE PROVIDED WITH WINDINGS AS 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE CONTRACTOR INFORMATION THAT SUPPLEMENTS AND ENHANCES THE W GENERALLY ACCEPTED CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND IMPEDANCE AND RATIO TESTING, THE RESULTS OF LL44IC 4 SHALL BE PROVIDED AS PART OF THE PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT / SYSTEM. 3. THE CONTRACTOR SHALL ALSO NCORPORATE THE REQUIREMENTS OF THE MANUFACTURRR'8 HS' I 30' -- 32 32 - I I REQUIREMENTS AND THE MANUFACTURERS INSTALLATION REQUIREMENTS, THE MORE STRINGENT REQUIREMENT& SHALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE CCNDUCTOR6. THE TERMINAL COMPARTMENT SHALL BE LOCATED BELOW THE LEVEL OF THE WARRANTIES OR VIOLATES THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION O WRITING THIROUGHI THE FORMAL RMI PROCESS. MOUNTED TRANSFORMERS, AND FROM THE FRONT AND BOTTOM FOR SUSPENDED TRANSFORMERS. 4. REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR UfG.P.S. DETAILED INFORMATION / REQUIREMENTS ON THIS PRODUCT / SYSTEM. WITHIN 6' OF THE TWO ADJACENT WALLS. ENCLOSURE SHALL BE CONSTRUCTED OF HEAVY GAUGE 3D' STEEL, COATED INSIDE MIND OUT WITH ZINC CHROMATE OR IRON OXIDE RUST INHIBITING PRIMER ENCLOSURE SHALL THEN BE FINISHED IN GRAY ENAMEL. EACH TRANSFORMER SHALL BE FURNISHED WITH A MANUFACTURER'S NAMEPLATE LOCATED ON THE FRONT OF THE WIT. THE NAMEPLATE SHALL BE ANODIZED ALUMINUM STENCILED WITH VOLTAGE, KVA RATING, K-RATING, PHASE, TAP DISTRIBUTION SECTION DISTRIBUTION SECTION 4. VIBRATION DAMPERS (KORFUND COMPANY, MASON INDUSTRIES, CALDYN OR EQUAL) SHALL BE MAIN LOCATED AT EACH CORNER OF THE TRANSFORMER ELASTOMER PADS MAY BE USED FOR 160LATION OF TRANSFORMERS UEIGHTING LESS THAN 1000 LBS. NEOPRENE 15OLATOR5 WITH A DISGONNEGT CAPTIVE STEEL INSERTS EMBEDDED INTO A NEOPRENE ELEMENT THAT INCLUDE FLOOR MOUNTING HOLES SHALL BE USED FOR TRANSFORMERS WEIGHING 1000 LBS OR MORE. NEOPRENE ISOLATOR ELEMENTS MAY INCORPORATE STEEL HOUSINGS AS REQUIRED BY SEISMIC CONDITIONS 4 UEIGHT OF THE TRANSFORMER TRANSFORMER SHALL BE BOLTED, THRI THE VIBRATION 18OLATORS, TO THE ELEVATION NOTES: I. PROVIDE A 4' HIGH HOUSEKEEPING PAD FOR SWITCHGEAR PAD SHALL BE PLUSH WITH FACE OF SWITCHGEAR WHEN LOCATED INDOORS AND EXTEND 4' FROM THE FACE OF THE SWITCHGEAR WHEN LOCATED OUTDOORS. PRIOR TO PAD ROWH -IN, CONTRACTOR SHALL: A CONFIRM! PAD DIMENSIONS WITH LOCAL INSPECTOR PRIOR TO FORTING PAD($) TO ENSURE ANY LOCAL CODE INTERPRETATIONS /CONDITIONS REGARDING HOUSEKEEPING PADS ARE MET 2. THIS ELEVATION 16 FOR SCHEMATIC INFORMATION ONLY. ORIENTATION MAY BE REVERSE. REFERENCE FLOOR PLANS AND COORDINATE WITH LOCAL UTILITY COMPANY. 3. ALLOWABLE DIMENSIONS IN MAIN ELECTRICAL ROOM ARE A CRITICAL COORDINATION ITEM. CONTRACTOR SHALL PROVIDE 1/4'• 1' -0' SCALE DRAWINGS WITH SWITCHGEAR SUBMITTALS SHOWING THAT ALL PROPOSED EQUIPMENT WILL FIT IN THE SPACE PROVIDED. SUBMITTALS WITHOUT THIS DRAWING SHALL BE REJECTED AS INCOMPLETE. 4. EQUIPMENT DIMENSIONS ARE BASED UPON ROE SIERRA EQUIPMENT. CONTACT MS. JAW -ALE MECHLING, TEL. ( 949) 362 -8398. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COST TO THE JOB DUE TO THE USE OF ALTERNATE EQUIPMENT. PUBLIC WORKS SIGN DATE PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E15610 RAYMOND W. SWARTZ P.E. EXP.: 12/31/13 TRANSFORMER INSTALLATION REQUIREMENTS: I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, AND SERVICES, M CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY FUNCTIONING AND CODE COMPLIANT INSTALLATION. TWO- WINDING TYPE PER UL 506. TRANSFORMERS SHALL BE PROVIDED WITH WINDINGS AS 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE CONTRACTOR INFORMATION THAT SUPPLEMENTS AND ENHANCES THE W GENERALLY ACCEPTED CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND IMPEDANCE AND RATIO TESTING, THE RESULTS OF LL44IC 4 SHALL BE PROVIDED AS PART OF THE PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT / SYSTEM. 3. THE CONTRACTOR SHALL ALSO NCORPORATE THE REQUIREMENTS OF THE MANUFACTURRR'8 M V A INSTALLATION INSTRUCTIONS / WARRANTY REQUIREMENTS AS PART OF THE ]REQUIREMENTS OF THE TRANSFORMERS SHALL BE EQUIPMOED WITH TWO (2) 2 1/2% FCAN AND TWO (2) 2 In% FC 3N TAPS. TAP CONSTRICTION DOCUMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENT REQUIREMENTS AND THE MANUFACTURERS INSTALLATION REQUIREMENTS, THE MORE STRINGENT REQUIREMENT& SHALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE CCNDUCTOR6. THE TERMINAL COMPARTMENT SHALL BE LOCATED BELOW THE LEVEL OF THE WARRANTIES OR VIOLATES THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION ANY SUCH CONFLICT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING THIROUGHI THE FORMAL RMI PROCESS. MOUNTED TRANSFORMERS, AND FROM THE FRONT AND BOTTOM FOR SUSPENDED TRANSFORMERS. 4. REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR 3. DETAILED INFORMATION / REQUIREMENTS ON THIS PRODUCT / SYSTEM. TRANSFORMER SYSTEM SPECIFICATIONS: I. TRANSFORMERS SHALL BE DRY TYPE, INTEGRAL, SELF - COOLED, ENCLOSED DISTRIBUTION, TWO- WINDING TYPE PER UL 506. TRANSFORMERS SHALL BE PROVIDED WITH WINDINGS AS w SPECIFIED IN THE TRANSFORMER SCHEDULE. EACH TRANSFORMER MUST UNDEFI RESISTANCE, W IMPEDANCE AND RATIO TESTING, THE RESULTS OF LL44IC 4 SHALL BE PROVIDED AS PART OF THE TRANSFORMER SUBMITTAL PACKAGE. M V A 2. TRANSFORMERS SHALL BE EQUIPMOED WITH TWO (2) 2 1/2% FCAN AND TWO (2) 2 In% FC 3N TAPS. TAP LEADS SHALL BE TERMINATED ON AN INTERNAL BLOCK WITH LUGS FOR CONNECTION OF INCOMING CCNDUCTOR6. THE TERMINAL COMPARTMENT SHALL BE LOCATED BELOW THE LEVEL OF THE TRANSFORMER WINDINGS. PROVIDE ACCESS TO TERMINALS FROM THE FRONT FOR WALL AND FLOOR MOUNTED TRANSFORMERS, AND FROM THE FRONT AND BOTTOM FOR SUSPENDED TRANSFORMERS. 3. VENTILATION OPENINGS SHALL BE LOCATED TO PERMIT PLACING THE TRANSFORMER IN A CORNER WITHIN 6' OF THE TWO ADJACENT WALLS. ENCLOSURE SHALL BE CONSTRUCTED OF HEAVY GAUGE STEEL, COATED INSIDE MIND OUT WITH ZINC CHROMATE OR IRON OXIDE RUST INHIBITING PRIMER ENCLOSURE SHALL THEN BE FINISHED IN GRAY ENAMEL. EACH TRANSFORMER SHALL BE FURNISHED WITH A MANUFACTURER'S NAMEPLATE LOCATED ON THE FRONT OF THE WIT. THE NAMEPLATE SHALL BE ANODIZED ALUMINUM STENCILED WITH VOLTAGE, KVA RATING, K-RATING, PHASE, TAP ADJUSTMENTS AND WIRING DIAGRAMS. 4. VIBRATION DAMPERS (KORFUND COMPANY, MASON INDUSTRIES, CALDYN OR EQUAL) SHALL BE LOCATED AT EACH CORNER OF THE TRANSFORMER ELASTOMER PADS MAY BE USED FOR 160LATION OF TRANSFORMERS UEIGHTING LESS THAN 1000 LBS. NEOPRENE 15OLATOR5 WITH A CAPTIVE STEEL INSERTS EMBEDDED INTO A NEOPRENE ELEMENT THAT INCLUDE FLOOR MOUNTING HOLES SHALL BE USED FOR TRANSFORMERS WEIGHING 1000 LBS OR MORE. NEOPRENE ISOLATOR ELEMENTS MAY INCORPORATE STEEL HOUSINGS AS REQUIRED BY SEISMIC CONDITIONS 4 UEIGHT OF THE TRANSFORMER TRANSFORMER SHALL BE BOLTED, THRI THE VIBRATION 18OLATORS, TO THE FLOOR HOUSEKEEPING PAD, CEILING OR WALL MOUNTING BRACKETS AT ALL FOUR CORNERS. WHERE TRANSFOMER WEIGHT EXCEEDS CAPACITY OF ELASTOMER PADS AND /OR NEOPRENE ISOLATORS, USE OF SPRING ISOLATORS 18 PERMITTED. WHEN SHOWN AS WALL - MOUNTED, PROVIDE EITHER MANUFACTURER'S STANDARD TRANSFORMER WALL MOUNTING BRACKETS OR FIELD - FABRICATED MOUNTING SYSTEMS. TRANSFORMER INSTALLATIONS SHALL, AT MINIMUM, MEET THE SEISMIC BRACING AND ANCHORAGE REQUIREMENTS MANDATED BY GOVERNING BUILDING CODES. SEE GENERAL ELECTRICAL SPECIFICATIONS FOR ADDITIONAL RIQUIREMENTS. 5. STANDARD TRANSFORMERS SHALL HAVE CLASS 220 INSULATION, HAVING A 150 DEGREE CELSIUS TEMPERATURE RISE ABOVE 30 DEGREE CELSIUS AVERAGE AND 40 DEGREE CELSIUS MAXIMUM, W44EN OPERATING AT FULL LOAD - WITHOUT A LOSS OF LIFE. STANDARD TRANSFORMERS SHALL COMPLY WITH NEMA ENERGY EFFICIENCY STMIDARD 'TP -I' b. K RATED TRANSFORMERS SHALL HAVE CLASS 220 INSULATION, HAVING A 115 DEGREE CELSIUS TEMPERATURE RISE ABOVE 30 DEGREE CELSIUS AVERAGE AND 40 DEGREE CELSIUS MAXIMUM, WEN OPERATING AT FULL LOAD - WITHOUT A LOSS OF LIFE. K RATED TRANSFORMERS SHALL COMPLY WITH NEMA ENERGY EFFICIENCY STANDARD 'TP -11. T. USE FLEXIBLE CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS WITH A SEPARATE EQUIPMENT GROUND CONDUCTOR S. THE 'MIN. %Z' COLUMN INDICATES THE MINNUM ALLOWED TRANSFORMER IMPEDANCE. S. THE 'A.IL. VALUE' COLUMN INDICATES THE INTERRUPTING CURRENT AT THE SECONDARY TERMINALS BASED UPON AN INTERRUPTING CURRENT OF INFINITY AT THE PRIMARY TERMINALS. 10. THE IK VALUE' COLUMN INDICATES THE MINIMUM UL APPROVED K RATING. K RATED TRANSFORMERS SHALL BE PROVIDED WITH DOUBLE SIZE NEUTRAL TERMIINAL$, ADDITIONAL COIL CAPACITY, AN ELECTROSTATIC SHIELD, AND SHALL BE UL LISTED FOR NON- LINEAR LOADS. II. THE 'GEC SIZE' COLUMN INDICATES THE MINIMUM CONDUIT AND COPPER GROUNDING ELECTRODE CONDUCTOR SIZE. THE GEC. AND CONDUIT SIZE SHALL BE INCREASED PER NEC OR CEC WHERE ADOPTED, TABLE 25066 BY THE CONTRACTOR BASED ON EQUIVALENT SIZE OF THE TRANSFORMER SECONDARY CONDUCTORS. 12. WHEN THE TRANSFORMER SCHEDULE INDICATES A 'REDUCED SOUND LEVEL' TRANSFORMER PROVIDE A TRANSFORMER THAT PRODUCES 3 DECIBELS LESS SOUND AS COMPARED TO NEMA STANDARD SOUND LEVELS. WHEN REDUCED SOUND LEVEL TRANSFORMER 15 NOT INDICATED, PROVIDE A TRANSFORMER TWAT MEETS NEMA STANDARD SOUND LEVELS, WHICH ARE: 10-50 KVA - 45 DECIBELS. 51 -150 KVA - 50 DECIBELS. 151 -300 KVA - 55 DECIBELS. 301 -500 KVA - 60 DECIBELS. 13. THE 'NEMAAMNTG' COLUMN INDICATES THE NEMA RATED ENCLOSURE TYPE AS WELL AS THE MOUNTING METHOD: '1' - INDICATES AN INDOOR TYPE. 43' - INDICATES AN NEMA 3R OUTDOOR TYPE WITH VENTILATED OPENINGS AND RODENT/TAMPER SCREENS. INDICATES FLOOR MOUNTED. 'W' - INDICATES WALL MOUNTED. 'R' - INDICATES RAISED FLOOR MOUNTING WHICH REQUIRES A CUSTOM MOUNTING FRAME SUCH THAT THE RAISED FLOOR DOER NOT SUPPORT THE TRANSFORMER(9). SUGGESTED 8O1RO6 MASON WEST INC (wwlumaearwmLCOm) 14- THE 'DIMENSIONS' COLUMN INDICATES 'H' HEIGHT, 'W' WIDTH, AND 'D' DEPTH. ALL DIMENSIONS AND WEIGHTS ARE BASED UPON SQUARE D PRODUCTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST IMPACTS OF LARGER DIMENSIONS FROM AN ALTERNATE MANUFACTURER Y 15. TRANSFORMERS SHALL BE GROUNDED TO A CODE APPROVED GROUND SOURCE PER NEC, OR CEC m W44EIE ADOPTED, ARTICLE 2011 a' 16. IF THE SINGLE LINE DIAGRAM INDICATES TWO (2) SECONDARY FEEDERS THE TRANSFORMER SHALL w C BE PROVIDED WITH A DOUBLE LUG KIT. O IT. SHOP DRAWINGS SHALL BE SUBMITTED PER THE ELECTRICAL SUBMITTAL REQUIREMENTS SHOWING w ¢oc CONFORMANCE TO THESE SPECIFICATIONS. wnN 18. TRANSFORMERS SHALL BE MANUFACTURED BY GE, CUTLER- HAMMER SIEMENS, SQUARE D, MGM, OR Cow U� OL5EN. s PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT f ao APRIL 9, 2012 ON DATE V:G MELD$ DATE SIGN GATE PARES$ AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. - ENCINITAS COMMUNITY PARK 10630 -G ro OHN NEVI : LISA RUDLOFF APRIL DATE DATE 9,2012 APRIL 9, 2012 TRANSFORMER SCHEDULE AND DETAILS E-4.2 SHEET88 OF 1 PLANNING CASE NO: GL197 MUP /DR/CDP /EIA S a 0 r- 0 J a s m 0 0 li a UNDERGROUND SERVICE ALERT CALL: F 8= 1� 811 TWO WORKING DAYS a BEFORE YOU DIG I CHANGE NO. DESCRIPTION n v �N � N �o N rcn on PANEL USA MOUNTING FLOOR DOUBLE LUG NO VOLTS 277/480 MAIN 890A -3P NEM43R NO 200% NEUTRAL NO PHASE 3 BUS 1000A FEED THRU NO VG BUS NO WIRE 4 AI.C. SERIES N C KIR M B 1 C LICIK R M B C C! B M R K.CIL O I I E I N O I K I E 1 O TIOII E I K N '', K I E 1 R 1 R S C U T O T L O C U TI O N V ''. P C G � N I T C S R R ''. R R S C T I N I G S ,.,. A B_ C,' R R S LOCATION ''.T E NIG HAND DRYER 1500 1 20/1 ' !VI P C C C C P IVI P 2:20/1 C ! E S 1000 CONCESSIONS FRIDGE'. A B C 1 2011 -3 E 4 20/1 1 B A B C S -'- WATER 50 SITE LIGHTING 2105 6 120/1 8. 22 2011 1 2 S RESMMM LTS :27 1104 8 20/1 RESTROOM LTS 1 SITE LIGHTING 1000 WNry S c RREC - M77 - ! d150 22 20/1 3 _20_/1 4 1 10120/1 SITE LIGHTING AUTO FLUSH FILTER _. '., - SPARE - -' -- E)HUAST FAN (0.11A) 19.2 SPACE ii SITE LIGHTING 20/1111 T 4 1984 21 2011 5 900 IRRIGATION CTRL - GARBAGE DISPOSAL 1127 '� -- T 1 13- � 1 2011 13 SPACE 4 SITE LIGHTING 1120 1200 I � IRRIGATION CTRL WATER HTR EWH -1 :. 9000 8 2011 7 - 8 16 ! 2011 1739 SITE LIGHTING -- SPARE -- SPACE 18 __ SITE LIGHTING 980 7 7 20/1 - S �.. 10 : I SPARE_ - -- LOWER FL RECEPT 900 i' I _; - 20/11 19 - SPACE 20 :20/1 SITE LIGHTING 21 2 980 7 120/1 11 ''. 72 j 20/11 27 13 2212011 - 1562 -- - - -- SPACE SPARE : -- _ -_____ ' SPACE - - _____. 20/11 23 -L - - -�- - - - 13 I id 20/1 SPARE 1 - _ _____ -_- SPACE SPARE SPACE 28 : SPARE �.- . -.,._ -- SPARE - -- - - 15 : IS 20/1: - - 20/1':, 21 28120/1 20/1 -1 - SPACE ............ SPARE SPACE SPARE 1 31 20/11 29 32 17 : 18 j 16 20/11 j SPARE /1 33 SPACE 20/11 31 SPACE_ 32120/1 SPARE -_ -- 19 1 20 : _ 18 _ - I 1 34120/1 SPACE SPACE- ` SPACE SPARE - SPARE R - -38 20111 35 21 :221 :20/1 19 1 SPARE SPACE __' SPACE _ --- _____- SPACE - _. _____. SPARE - - -I 23 124: 120/1 �- .- 139 SPACE HIGH PHASE VA= 6154 W /LCL= 6205 HIGH PHASE AMPS = 62 HIGH PHASE LCL= 204 X.25= 51 SPACE SPACE SPARE 1 2fi 62 ' H1 d SPACE - -_ - -� A =11237 B= 15650 SPACE 1, TOTAL VA= 38699 W /LCL= 38899 AMPS= 107 TOTAL LCL= 0X.25= 0 SPACE - -_ -- ... -... -... �._e.... „�____ i -.25 z7 ..: 281 1 -.. :2011 25 26 - _-- -__- - _�____ SPACE SPACE SPARE 29 ''.301 - - -- 20//1 27 SPACE 20/1 SPACE SPARE - - -- 31 32 1 ;20/1 29 ''. 30 SPACE SPACE SPARE -SPARE 33 '.311 1 2011 31 32'.20/1'. SPACE SPACE SPARE SPARE 35 '.381 _ -•1 2011 33 - �'. 34 SPACE _ -__ ..... SPACE _ - -- - .- . -. -.- _ °. SPARE - -... 37 - 38 ..175/3 !. . ....... . .. .. .. TRANSFORMER "TY WMS -1 SPARE 20/2 39 40 - -' 37 .96 38 - - - -" - - -- TRANSFORMER 71 MN-1 47 42 ! 39 40 - : A= 4329 B= 3057 C= 2944 TOTAL VA= 10330 W /LCL= 12913 AMPS= 16 TOTAL LCL= 10330X.25= 2583 HIGH PHASE VA= 4325 W /LCL= 5411 HIGH PHASE AMPS= 19.5 HIGH PHASE LCL 4329 X.25 = 1082 PANEL PSA MOUNTING SURFACE DOUBLE LUG NO VOLTS 120/208 LYON 35OA -3P NEMAI NO 200% NEUTRAL ND PHASE 3 BUS 400A FEED THRU NO VG BUS ND WIRE 4 A.I.C. SERIES N 1 L C KIR M B 1 C L K C 1 B M R K C L N O 1 T O I I E I K j I I E 1 O I K I E 1 O T O T'I, LOCATION G N T'I, C S R R I R 1 R S C U T N G LOCATION T E '., ',. V ''. P C j C C C P: V ''. ''. E S ,.,. A B_ C,' R R S C T NIG HAND DRYER 1500 1 20/1 ' LOCATION T A B C S HAND DRYER 1500 17 1 20/1 1 P 2:20/1 C 1 •IC 1000 CONCESSIONS FRIDGE'. -- HAND DRYER 1500 VI 1 2011 -3 E 4 20/1 1 B 1000 WN9 S URRECe�I- RESTROOM RECEPT - 720 4 192. SKATE PARK LTG C -'- WATER 50 20/1 5 7 6 120/1 8. 1 A 1000 IYNc S URREC WATER HTR EWH5 4150 S RESMMM LTS 1 6012 -- 7 8 20/1 1 1 1000 WNry S c RREC - : 4150. - ! d150 - - 19 : 9 10 1 10120/1 SITE LIGHTING AUTO FLUSH FILTER _. '., - SPARE - -' -- E)HUAST FAN (0.11A) 19.2 4 20/1 ii 2 20/1111 T 4 12120/1 3 18 900 IRRIGATION CTRL - GARBAGE DISPOSAL 1127 '� -- T 1 13- � 1 2011 13 14 120/1 4 ' - 1200 I � IRRIGATION CTRL WATER HTR EWH -1 :. 9000 20/1: 18 1 125121 15 16 ! 2011 1739 SITE LIGHTING -- SPARE 9000_', -- 18 2011 - 1 17 7 18 2011 20/11 /1 19 I SPARE_ - -- LOWER FL RECEPT 900 i' 5 _; -- SITE LIGHTING 20/11 19 ' 20 :20/1 1 21 2 ,� 360 laa\KINE84O'90AM SPARE 10 - -` - 20/11 27 13 2212011 - 1562 -- - - -- _ ;_____- - SPARE -E SPARE : -- SPARE 20/11 23 ' 24120/1 12 �__ 20/1 SPARE SPARE SPARE 20/11_25 SPARE 26120/1 28 : SPARE �.- . -.,._ -- SPARE - -- - - _ -- 14 20/1: - - 20/1':, 21 28120/1 20/1 -1 - - -- ............ SPARE SPARE 33 3 SPARE 1 31 20/11 29 32 30120/1 15 16 20/11 SPARE SPARE /1 33 20/11 31 SPARE 32120/1 SPARE SPARE SPARE j 20/1 _ 18 20/11 33 1 34120/1 SPARE SPACE- ` SPARE - - - -- SPARE - SPARE R - -38 20111 35 '. - i 36.120/1 :20/1 19 -_ - i 20 ' SPARE SPACE __' - SPARE SPARE 011 SPACE SPACE 120/1 21 139 20/1 401 TOTAL VA= 14552 W /LCL= 14698 AMPS= 41 TOTAL LCL= 576X.25= 144 HIGH PHASE VA= 6154 W /LCL= 6205 HIGH PHASE AMPS = 62 HIGH PHASE LCL= 204 X.25= 51 SPACE SPARE SPARE 62 ' H1 d SPACE - -_ - -� A =11237 B= 15650 C= 11812 TOTAL VA= 38699 W /LCL= 38899 AMPS= 107 TOTAL LCL= 0X.25= 0 HIGH PHASE VA= 15650 W /LCL= 15650 HIGH PHASE AMPS= 130 HIGH PHASE LCL= 0 X.25= 0 169E EWe "- 4MeM4CA4906 Q101N6i8L- Qt01N8APl6fmt ...kn:.ne.nlmn sry LeHSN K1.X4I:01131300314 APPROVED I DATE SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 28 PANEL LNA MOUNTING FLOOR DOUBLE LUG NO VOLTS 2771480 MAIN 400AI NEM43R NO 200% NEUTRAL NO PHASE 3 BUS 600A FEED THRU NO VG BUS NO WIRE 4 A.I.C. SERIES N CIK'.;R PNA L K R Mj B C C B M R K CIL I K I E 1 O N O ! O T 'I, LOCATION G NIT'IC S R R Tii0 1 E I I K I I K I E 1 0 C C O T LOCATION E S ''. A B C GIN T C S� R R R R S C T NIG HAND DRYER 1500 1 20/1 1 LOCATION T EI 20/1 17 204 I,V P Cj C C', •IC P VI 180 1 1 SKATE PARK LTGB RESTROOM 720 E S' A B C 16 192. SKATE PARK LTG C -'- WATER 50 1 60/2 7 8. 2011 A B C S RESMMM LTS 880 20 20/1 1 2 All - ! d150 - - 19 1946 10 2011 SITE LIGHTING AUTO FLUSH FILTER - 166 IRRIGATION CTRL 1200 - _ -- _ -- 4 20/1 ii 1 15/3 3 T 4 1 MI � 18 RADIO REPEAT HUB 300 ', 1805 1 13- - SITE LIGHTING 1 12011 166 - 5 6 20/1: 18 2011 18 1739 SITE LIGHTING -- 188 18 2011 - 7 18 20/11 /1 19 12 7487 - _; -- SITE LIGHTING SPARE _ -- SPARE - -- SPARE 1 21 :20/1 9 10 2011 SPARE 13 /1 1562 SITE LIGHTING - SPARE SPARE SPARE 20/1 11 12 20/1 20/1 113 SPARE 1496 SITE LIGHTING SPARE 28 20/1 :20/1 13 14 20/1: 29 30 20/1 SPARE -SPARE SPARE 1 31 32 120/1 15 16 20/11 SPARE SPARE /1 33 34 SPARE SPARE SPARE SPARE 1 j 20/1 17 18 20/1: 1 SPARE SPACE- ` SPARE - SPARE R - -38 1 '. - i - :20/1 19 -_ - i 20 ' ZO/1 : - -__- __' - SPARE SPARE 011 -- ___40_ ''• '' 120/1 21 j 22 20/1 A= 4 B= 5926 C= 2472 TOTAL VA= 14552 W /LCL= 14698 AMPS= 41 TOTAL LCL= 576X.25= 144 HIGH PHASE VA= 6154 W /LCL= 6205 HIGH PHASE AMPS = 62 HIGH PHASE LCL= 204 X.25= 51 SPARE SPARE ''. _ :20/1 23 _ ''. 24 2011---- _ -__ -� SPARE SPARE 1 :2011 25 26 20/1 SPARE SPARE -- - - -- 20//1 27 28 20/1 SPARE - - -- SPARE ;20/1 29 ''. 30 12011 SPARE -SPARE 2011 31 32'.20/1'. SPARE SPARE _ -•1 2011 33 - �'. 34 20/1---- _ -__ -� SPARE SPARE !. 20/1 35 20/1 SPARE SPACE -- -' 37 .96 38 175/3. - - -" - - -- TRANSFORMER 71 MN-1 20/2 39 40 - : - 41 ''. 42 A= 4479 B= 3533 C= 3401 TOTAL VA= 11413 W /LCL= 14142 AMPS= 17 TOTAL LCL= 10915X.25= 27N HIGH PHASE VA= 4479 W /LCL= 5557 HIGH PHASE AMPS= 20.1 HIGH PHASE LCL 4313 X.25 = 1078 PANEL PNA MOUNTING SURFACE DOUBLE LUG NO VOLTS 1201208 MAIN 35OA-3P NEMA3R NO 200% NEUTRAL NO PHASE 3 BUS 400A FEED THRU NO VG BUS NO WIRE 4 A.I.C. SERIES NI L CIK'.;R PNA O T 0.1 E I K I I K I E 1 O T ! O T 'I, LOCATION G NIT'IC S R R R R S CITN G LOCATION T E '. ., V- '',. P C C C C Pi V E S ''. A B C A B C S HAND DRYER 1500 1 20/1 1 2 20/1 17 204 SKATE PARK LTG A -' HAND DRYER 1500 1 20/1 3 -4 20/1 15 180 1 1 SKATE PARK LTGB RESTROOM 720 4 20/1 5 6 20/1 16 192. SKATE PARK LTG C -'- WATER 50 1 60/2 7 8. 2011 _ -- 1_ -- SPARE -. -_ _4..... __...... -- - - ! d150 - - 9 10 2011 ' SPARE IRRIGATION CTRL 1200 - _ -- _ -- 4 20/1 ii _ -_ -- 72 -14 20/1 2 _ 380 TaElxorvE 6ACxfion6o RADIO REPEAT HUB 300 ', 1 20/1 1 13- 1 1 12011 E%HUAST FAN O.BA 96 1 15 18 2011 SPARE SPARE 1 17 18 2011 SPARE _ SPARE 1�- /1 19 20 20/1 _; _ -- SPARE - -- SPARE 1 21 22 20/1 1 SPARE SPARE /1 23 -- 24 20/1 SPARE SPARE 1 25 2fi 20/1 SPARE SPARE 1 27 28 20/1 SPARE SPARE 1 j 29 30 20/1 SPARE SPARE 1 31 32 20/1 SPARE SPARE /1 33 34 20/1 SPARE SPARE 1 35 36 2011 1 SPARE SPACE- ` 37 -�� - -38 100/3 1 -- PARK TRAILER SPACE 39- I SPACE ' 011 -- ___40_ 42 : A= 4 B= 5926 C= 2472 TOTAL VA= 14552 W /LCL= 14698 AMPS= 41 TOTAL LCL= 576X.25= 144 HIGH PHASE VA= 6154 W /LCL= 6205 HIGH PHASE AMPS = 62 HIGH PHASE LCL= 204 X.25= 51 ,b PUBLIC WORKS 31597 Camino Cepi San Juan Capislreno, o, CA CA 92675 Rj GROUP [94914JMeesigigreup.wm BBWP [9491493 -2890 hx [9491493.2fi00 phone SIGN PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E151 RAYMOND W. SWARTZ P.E. EXP.: QJ31/13 GENERAL PANEL SCHEDULE NOTES: L WHETS PANEL 16 INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PMIELSOARD FROM THE PANELBOARD MAIN LUGS. 2. WHETS PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANELBOARD AS THE PANELBOARD MAIN LUGS. 3. WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. OTHERWISE, NEUTRAL BUSSING TO BE FULL SIZE AND RECTANGULAR 4. WHERE PANEL IS INDICATED TO INCLUDE AN 1/0 BUS, PROVIDE PAIELBOARD6 WITH AN ISOLATED GROIAID BUS, DRILLED AND TAPPED FOR NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELSOARD. 5. WHEN PANEL CIRCUIT SPEAKER RATING 16 SHOWN AS SERIES RATED, PROVIDE GIRGUR BREAKERS N PANELBOARD WHICH ARE SERIES RATED WITH THE UPSTREAM SYSTEM FOR THE AVAILABLE FAULT CURRENT. THE PANELSOARD SHALL BE MARKED WITH THE SERIES CONNECTED RATINGS AS WELL AS ALL MARKING AS REQUIRED BY THE NEC, OR GEC WHERE ADOPTED 240 - 81 6. WHERE PANEL IS INDICATED .AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE lU 3/4' CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE. 1. ALL BUS611NG SHALL BE TIN PLATED ALII"INUII 8. ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED '5WD' FOR SWITCHING DUTY. a ALL CIRCUIT BREAKERS USED TO SERVE MECHANICAL OR HEATING EQUIPMENT SHALL BE UL LISTED AND LABELED 'HAGR' FOR USE WITH THESE LOADS, WHERE REQUIRED. 10. ALL CIRCUIT BREAKERS SHALL BE BOLTON TYPE AND SHALL BE SUITABLE FOR T5 DEGREE AMPACITT CONDUCTORS. 11. PANELS SHALL BE OF THE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20' WIDE AND 5 3/4' DEEP UNLE55 OTHERUMIF NOTED ON PLAN. 12 COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED PAIELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. PANEL TRIMS SHALL HAVE CONCEALED DOORS AND FASTENERS WITH FLUSH TYFE COMBINATION LOCK AND CATCH, TWO MILLED TYPE KEYS SUPPLIED WITH EACH PANEL. ALL LOCKS SHALL BE KEYED ALIKE AND EACH DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY PRAME WITH A TYPED IDENTIFICATION CARD OF ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH GIRGIUIT PANEL130,41i 13. UPON PROJECT COMPLETION, CONTRACTOR SHALL NSTALL TYPED All BUILT PANEL DIRECTORIES N EACH PANEL WITHIN THE MFGR- PROVIDED DIRECTORY HOLDER DIRECTORIES 5HALL CONSIST A LOAD DESCRIPTION AID CIRCUIT NUMBER PCR EACFU CIRCUIT BASED ON NACC AS-EUILT PANEL LOCAL LI HANDWRITTEN DIRECTORIES ARE UNACCEPTABLE. LOCAL AHJ MAY DIN COPIES OF ENGINEERED PANEL VERIFY BE PLACED IN PANEL DIRECTORIES. NCLUCI E.G, i0 VERILY �QUIREHIENTS PRIOR i0 BID AND INCLUDE ALL COSTS RECLINED FOR T RD CUSTOM PANEL DIRECTORY HOLDERS TO AC COMMO DATE COPIES F ENE INEERED PANEL SCHEDULES. 14. IDANEL50ARDS SHALL BE MANUFACTURED BY GE., CUTLER - HAMMER SIEMENS, OR SQUAD 'D'. B. PROVIDE SHOP DRAWING SUBMITTAL PER THE E L SPECIFICATION SUBMITTAL REQUIREMENTS FOR EACH ACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AID SCHEDULES. SPECIFIC PANEL SCHEDULE NOTES: 'A' PROVIDE LOCK -ON DEVICE. 'B' PROVIDE LOCK -OFF DEVICE 'C' PROVIDE SHUNT TRIP DEVICE 'D' PROVIDE GFOI TYPE DEVICE. 'E' PROVIDE A RED CIRCUIT BREAKER 'F' PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL 'G' PROVIDE BREAKER INTERLOCK WITH ADJAC7NT BREAKER BREAKER INTERLOCK GROUPING 844ALL BE BY BRANCH CIRCUIT GROUP llo. MULTIPLE CIRCUITS ON A COMMON YOKE NEC 21CA(6) FURNITURE SYSTEM NEC 605.1) 'H' PROVIDE HAGR BREAKER 'J' EXISTING BREAKER WITH NEW LOAD 'K' PROVIDE AI TYPE DEVICE COMPLYING WITH NEC, OR CEC WHERE ADOPRED310.1218). PANEL SCHEDULE INDEX LISA LNA PSA PNA PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT eJI� --� 1etGPJ APRIL 9, 2012 3N DATE Y:G IELDS DATE SIGN DATE PARES$ AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK APRIL 9, 2012 APRIL 9, 2012 DATE DATE PANEL SCHEDULES PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA E -4.3 10630 -G r n a 0 0 a to O a e i UNDERGRO h e BM9 I INTERFACE I NETWORK I INTERFACE I MODEM AVAILABLE I FAULT CURRENT REMARKS SURFACE YES COPPER NO CONTACT SNAP I C TWO a _ BE a - I CHANGE NO. LIGHTING CONTROL SYSTEM SCHEMATIC: r LIGHTING CONTROL SYSTEM SCHEMATIC PLAN NOTES: MASTER LIGHTING CONTROL PANEL. SEE PLANS FOR EXACT LOCATION. REFER TO MASTER LIGHTING CONTROL PANEL SCHEDULE FOR MORE II- FORMATION. 2 SATELLITE LIGHTING CONTROL PANEL(S). SEE PLANS FOR EXACT LOCATION, AND QUANTITY. REFER TO SATELLITE LIGHTING CONTROL PANEL SCHEDULE(S) FOR MORE INFORMATION, EMERGENCY LIGHTM CONTROL PMIEL(S). PROVIDE QOV OR 211V IINSWITCHED NORMAL AID /OR EMERGENCY CIRCUIT. CONNECT CIRQUIT(S) AS REQUIRED SUCH TWAT THE EMERGENCY LCP(S) FUNCTIONS IN A POWER OUTAGE BY TURNING ON ALL LIGHTING CIRCUITS CONTROLLED BY RESPECTIVE EMERGENCY LCP(S). SEE PLANS FOR EXACT LOCATION. REFER TO EMERGENCY LIGHTING CONTROL PANEL SCHEDULE FOR MORE IN E011 TIQN ®EXTERIOR PHOTOCELL MOUNTED AT EXTERIOR ROOFTOP LOCATION FACM6 NORTHSEE LIGHTING CONTROL PANEL SCHEDULES) AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. LOCAL SWITCN(ES) WIDER A COMMON FACEPLATE. SEE LIGHTING CONTROL PANEL SCHEDULE(S) FOR EXACT QUANTITY AND SEE PLANS FOR EXACT LOCATIOI(S) AND LIGHTING CONTROL SWITCH FACEPLATE CONFIGURATION(8) FOR ADDITIONAL REQUIREMENTS. ®OVERRIDE BUITCH(ES) UNDER A COMMON FACEPLATE. SEE LIGHTING CONTROL PANEL SCHEOULE(S) FOR EXACT QUANTITY AND SEE PLANS FOR EXACT LOCATIONI(S) AND CONFIGURATION(S). WHEN'IDCS/DFCS' OPTION 15 INDICATED IN L04TMfi CONTROL PANEL SCHEDULE PROVIDE 3/4 -C WIN REQUIRED CONDUCTORS TO EACH IDCS AND/OR DP'CS PANEL OR INTERFACE DEVICES PER THEIR ESPECTIVE SCHEDULES, IF PROVIDED ON PROJECT. SEE LIGHTING CONTROL SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ®WHEN TITS' OPTION IB INDICATED IN LIGHTING CONTROL PANEL SCHEDULE, PROVIDE 3/4G WITH REQUIRED CONDUCTORS TO NEAREST BMS GATEWAY /MTB�ACE DEVICE. COORDINATE LOCATION CONDUCTOR QUANTITIES / TYPES, AND TERMINATION LOCATIONS WITH MECHANICAL CONTROLS CONTRACTOR SEE LIGHTING CONTROL PANEL SCREDULE(S) AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 9 WHEN TMODEM' OPTION 15 INDICATED IN LIGHTING CONTROL PANEL SCHEDULE, PROVIDE 3/4'C WITH CATEGORY 5 ANALOG FAXMODEM LINE FROM LCP TELEPHONE MODEM TO NEAREST TELEPHONE BACKBOARD. TERMINATE CABLE AS REQUIRED TO OBTAIN CONNECTION SERVICE PROVIDER DIAL TONE. TEST CONNECTION WITH LCP MANUFACTURER TO ENSUE MANUFACTURER CAN PROVIDE REMOTE TROUSLEB 1142 SUPPORT ETC WHEN OPTION IS INDICATED IN LIGHTING CONTROL PANEL SCHEDULE, PROVIDE 3/4'C WITH CATEGORY b DATA CABLE FROM LOP SN IP INTERFACE DEVICE TO NEAREST ICE CLOSET TO ALLOW COMMUNICATIONS PER THE LIGHTING CONTROL SYSTEM SYSTEM SCHEDULE AND SPECIFICATIONS. COIL 30' O EXTRA CABLE WITHIN IDF CLOSET. COILED CABLE SHALL BE TAGGED NOTING FAR -END TERMINATION LOCATION AND 'LIGHTING CONTROL SYSTEM LAN INTERFACE CABLE% ALL CON DUITrFULLBOXES SHALL BE INSTALLED PER GENERAL CQ?WICATIONS PATHWAY NOTES. PROVIDE 3/4' CONDUIT MNIMUM, OR LARGER AS REQUIRED, WITH QUANTITY AND TYPE OF CONDUCTORS, PER MANUFACTURERS RECOMMENDATIONS, FOR INTERCONNECTION OF MASTER AND SLAVE PANELS. REFER TO MASTER RELAY SCHEDULE FOR NETWORKING TYPE. IZ PROVIDE 3/4' CONDUIT MINIMUM, OR LARGER AS REQUIRED, WITH QUANTITY AND TYPE OF CONDUCTORS PER MANUFACTURERS RECOMMENDATIONS. LIGHTING CONTROL SYSTEM REQUIREMENTS: I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, AND SERVICES, IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY FUNCTIONING AND CODE COMPLIANT INSTALLATION. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE CONTRACTOR INFORMATION THAT SUPPLEMENTS MIND ENHANCES THE GENERALLY ACCEPTED CONSTRICTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT / SYSTEM. 3. THE CONTRACTOR SHALL ALSO INCORPORATE THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS / WARRANTY REQUIREMENTS AS PART OF THE REQUIREMENTS OF THE CONSTRICTION DOCUMENTS. N THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENT REQUIREMENTS MID THE MANUFACTURERS INSTALLATION REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE WARRANTIES OR VIOLATES THE REQUIREMENTS O THE LOCAL AUTHORITY HAVING JURISDICTION. ANY SUCH CONFLICT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING THROUGH THE FORMAL RFI PROCESS. 4. REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR DETAILED INFORMATION / REQUIREMENTS ON THIS PRODUCT / SYSTEM. LIGHTING CONTROL SYSTEM SPECIFICATIONS: L ALL EQUIPMENT SHALL I E NEW, OF CURRENT DESIGN, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF IEEE, NEMA, UL ANSI AS WELL AS LOCAL JURISDICTION REQUIREMENTS. ALL EQUIPMENT SHALL BE FACTORY ASSEMBLED AND TESTED. THE LATEST PIlBLI5HED EDITION O THE FOLLOWII4Cs DOCUMENTS SHALL APPLY TO THE MANUFACTURING AND INSTALLATION OF THE LIGHTING CONTROL SYSTEM, - UL 916 - UL 924 - ASHRAE 90.1 -2004 - CALIFOR41A TITLE 24- WHERE ADOPTED - ALL OTHER APPLICABLE STATE 4 LOCAL ENERGY CODES - NEC, OR CEC WHERE ADOPTED, ART. 409 - NEC, OR CEC WHERE ADOPTED, ART. 125 - NEC, OR CEC WHERE ADOPTED, ART. 100 -9(b) 2. ALL COMPONENTS OF THE LIGHTING CONTROL SYSTEM SHALL BE MANUFACTURED BY A SINGLE MANUFACTURER THE ENTIRE SYSTEM SHALL BE COVERED BY A TWO YEAR WARRANTY. TELEPHONE FACTORY SUPPORT SHALL EE AVAILABLE AT NO ADDITIONAL COST TO THE CONTRACTOR OR OWNER BOTH DURING AND AFTER THE WARRANTY PERIOD. S. THE LIGHTING CONTROL PANELS SMALL BE FACTORY PRE - ASSEMBLED AND NIL LISTED. PROVIDE COMPLETE WITH ALL REQUIRED CONTROL TRANSFORMERS, AND REQUIRED VOLTAGE BARRIERS. WHEN DESIGNATED AS SURFACE MOUNTING PROVIDE A SCREW -ON COVER WHEN DESIGNATED AS FLUSH MOUNTING PROVIDE A HINGED DOOR ASSEMBLY. UND SERVICE ALERT ' ! SAN ELIJO JOINT CALL: �r` AUTHOR( 811 ION^SORTUM I 1692E WGn >Me - SOMA, CA8[iD5 Iili)(WJ -G'®- Rli)EW+2IAFR WORKING DAYS knGne.�veam Jbt IaGMAI SIGN FORE YOU DIG 6t JONG:mNaroaN n o DESCRIPTION APPROVED DATE BENCHMA 'n g � 0 rc n on 4. LIGHTING CONTROL RELAYS SMALL HAVE THE FOLLOWING CHARACTERISTICS: - RATED FOR FULL CIRCUIT LOAD 4 SUITABLE FOR ALL TYPES OF LAMP LOADS TO A MINIMUM OF 20 AMPERES AT 341 VAC (SINGLE POLE) AND 600 VAC (DOUBLE POLE). - CONTAINED IN A MOLDED CASE CI,NJTANMG BOTH HIGH AND LOW VOLTAGE TERMINALS AND SHALL HAVE A BUILT -IN OPERATING LEVER MARKED ON / OFF FOR MANUAL SWITCHING AT THE RELAY PANEL - RELAY LOAD CONTACTS SHALL BE ABLE TO SUSTAIN AVAILABLE FAULT CURRENTS AT THE LOCATION OF THE RELAY WITHIN THE ELECTRICAL SYSTEM AS INDICATED N THE LIGHTING CONTROL SCHEDULE(S). ALL RELAYS SHALL BE CONSPICUOUSLY MARKED WITH THEIR RESPECTIVE SHORT CIRCUIT CURRENT RATING (SCCR). IN NO CASE SHALL A RELAY HAVE AN SCCR LESS THAN 14000 AMPS. - SHOULD A RELAY(S) INTERRUPTING CAPACITY BE INADEQUATE BASED ON AVAILABLE SYSTEM FAULT CURRENT, THE CONTRACTOR SHALL MAKE ONE OR MORE OF THE FOLLOWING MODIFICATIONS: a. EXTEND THE LENGTH OF THE BRANCH CIRCUIT WIRING TO REDUCE THE AVAILABLE FAULT CURRENT TO A LEVEL THAT IS BELOW THE SCCR RATING OF THE RELAY(S). b. RELOCATE LCP(S) IN ORDER TO EMEND BRANCH CIRCUIT CONDUCTORS TO REDUCE THE AVAILABLE FAULT CURRENT TO A LEVEL THAT IS BELOW THE SCCR RATING OF THE RVLAT(S). c UTILIZE A MECHANICALLY -HELD LATCHNG LIGHTING CONTACTORS) WITH SUFFICIENT SCCR- RATING'S) - MINIMUM SCCR SHALL BE 14)0MA CONNTACTOR(S) SHALL BE OF THE TYPE THAT AUTOMATICALLY CLOSES UPON LOSS OF CONTROL POWER CONTACTORS) SHALL CARRY CIRCUIT CURRENT WHICH IN TURN, HALL BE CONTRCLLED BY THE LCP R RELAY. NUMBER CO OF CONTACTOR POLES SHALL EQUAL NUMBER OF RELAY POLES SHOWN IN THE LIGHTING CONTROLS USE F A 2- OLIE FOR THAT PARTICULAR LOAD (EXAMPLE A CONTA RELAY REQUIRES USE OF S 2 -POLE LEGS OF CONTACTOR). USING EXPRESSLY CONTACTORS TO COMBINE CONTACTOR WALL ME LEGS OF DIFFERENT RELAYS IS EXPRESSLY PROHIBITED, EACH CONTACTOR SHALL EE LABELED WITH THE CONTROLLING WITHIN RELAY LOP NAME AND CONTROLLING RELAY ID G. SEE LABELING REQUIREMENTS WITHIN THE GENERAL ELECTRICAL SPECIFICATION. TO V. CONTACTORS SHALL BE LOCATED N A N ON ENCLOSURE ABOVE C ADJACENT Al THEIR SERVING LIGHT'S CONTROL PANEL CONTRACTOR SHALL INCLUDE CONTACTOR CABINET LOCATION ON I/4' SCALE ELECTRICAL ROOM SHOP DRAWING SUBMITTAL(S). 5. OVERRIDE AND LOCAL SWITCES SHALL HAVE THE FOLLOWING CHARACTERISTICS, - INTEGRAL LED's INDICATING BOTH LOCATION (GREEN LIGHT ALWAYS ON), ON (FED LIGHT ON), AND OFF POSITIONS (RED LIGHT OFF). - IDENTIFIED&ABELLED WITH A DESCRIPTION OF THE AREA CONTROLLED PER THE CONTROL PANEL SCHEDULE. SEE LOP FACE PLATE DETAILS FOR MORE INFORMATION. - EACH SWITC44 BUTTON SHALL BE 100% FIELD PROGRAMMABLE VIA LIGHTING CONTROL PANEL OR REMOTELY VIA LIGHTING CONTROL SOFTWARE TO CONTROL ANY FELAY(S) IN MY LIGHTING CONTROL PANEL(S). - EAC44 BARON SHALL BE CAPABLE OF BEING PROGRAMED FOR ON ONLY, OFF ONLY, ON/OF (TOGGLE), RAISE (DIM UP) AND LOWER (DM DOUN). SWITCHES REQUIRING LOW VOLTAGE CONTROL WIRES TO BE MOVED FROM ONE INPUT TERMINAL TO ANOTHER TO ACCOMPLISH THESE FUNCTIONS ARE NOT ACCEPTABLE. - IN ADDITION SWITCHES LOCATED IN HIGH ABASE AREAS OR IDENTIFIED ON PLANS AS HIGH -ABUSE SWITCHES (GYMNASIUMS, MECHANICAL EQUIPMENT ROOMS, MAC14NE ROOMS, EXTERIOR SPORT COURTS, KITCHENS, ETCJ SHALL BE VANDAL RESISTANT, CONTAIN NO MOVING PARTS, AND BE TOUCH SENSITIVE AND AVAILABLE WITH UP TO TWO BUTTONS IN A SINGLE GANG. MULTI GANG VERWONS SHALL ALSO BE AVAILABLE. HIGH ABUSE SWITCHES SHALL BE STAINLESS STEEL AND CAPABLE OF HANDLING BOTH HIGH ABUSE AND WASH DOWN LOCATIONS. EACH HIGH ABASE SWITCH SHALL BE ABLE TO BE PROGRAMMED FOR ON, OFF, TOGGLE OR MAINTAIN OPERATION. SWITCHES MUST BE CAPABLE OF HANDLING ELECTROSTATIC DISCHARGES OF AT LEAST 30,000 VOLTS (ICMSPARV WITHOUT MAY INTERRUPTION OR FAILURE IN OPERATION. - KEYED SWITCHES, IP REQUIRED ON PLANS, SHALL BE PROGRAMMABLE WITH PILOT LIGHT, AVAILABLE AS MOMENTARY 'CLOP' OR AS CAFTNE AS REQUIRED BY CALIFORNIA TITLE 24. b. THE LIGHTING CONTROL SYSTEM CONTROLLER(S) SHALL BE LOCATED N EACH MASTER 4 EACH EMERGENCY LIGHTING CONTROL PANEL AND HAVE THE FOLLOWING CHARACTERISTICS: - CONTAN 1 OR MORE DIGITAL TIME CLOCWSI (DTC*)THAT CONTROL MID PROGRAM THE ENTIRE LIGHTING CONTROL SYSTEM AND SUPPLY ALL TIME FUNCTIONS AND ACCEPT NTERFACE INPUTS AS DEFINED IN THE MASTER LIGHTING CONTROL SCHEDULE. - LOCAL PROGRAMMING SHALL BE USER - FRIENDLY VIA BUTTONS ON AN LED OR LOD DISPLAY WITH ALL NECESSARY INSTRUCTIONS PRINTED ON THE 'CONTROLLER' LABEL. NO AUXILIARY INSTRUCTION MANUALS SHALL BE REQUIRED. - DIGITAL TITECLOCC(S) FEATURES INCLUDE SEVEN DAY / HOLIDAY CONTROL, MINIMUM O 32 DISCRETE SCHEDULES, EACH OF WHICH SOP ONE SET OF ON AND OFF TIMES PER DAY FOR EACH DAY OF THE WEEK MID FOR EACH OF TWO HOLIDAY LISTS, 15 YEAR NON- VOLITILE MEMORY TO MAINTAIN PROGRAMMING AND CLOCK TIME UPON L006 OF POWER - ALLOW FOR AUXILIARY INPUT OF A MAINTAINED OR A MOMENTARY PULSE FROM OTHER BUILDING SYSTEMS (SECURITY, HIVAC, BMS, CCTV, ETC) - PROVIDE A FLICK WAF44 OPTION FOR ALL OF THE VARIOUS CONTROL ZONES. A LOCAL SWITCH SHALL BE CAPABLE OF OVERRIDING AN OFF SHEEP WITHIN ITS RESPECTIVE LIGHTING CONTROL ZONES) DURING THE 5 MINUTE WARNING PERIOD. FLICK -WARN OPTION SHALL NOT Be ENABLED ON CIRCUITS SUPPORTING HID LAMP TYPES. - SHALL CONTAIN PRE LOADED SOFTWARE CONFIGURED TO PRESENT A VISUAL REPRESENTATION OF EACH DEVICE ON THE SYSTEM, SHOW REAL TIME STATUS AND THE ABILITY TO CAA A THE STATUS OF ANY INDIVIDUAL DEVICE, RELAY OR ZONE. THE SYSTEM SHALL BE CAPABLE OF RJNNNG AN UPGRADED VECTOR -BAKED GRAPHICS LIGHTING CONTROL SOFTWARE. THE SOFTWARE SHALL BE ACCESSIBLE TO A PC VIA MODEM AID /OR LOCAL AREA NETWORK CONNECTION. 1. THE PHOTOMETRIC SENSOR SHALL BE: - CAPABLE OF SENSING LIGHT LEVEL CHANGES AS FOLLOWS: I TO 10, 1 TO 100, I TO 1000, AND I TO 10)900 FOOTCANDLES. - UNITS USED FOR EXTERIOR LIGHT CONTROL SHALL PROVIDE MULTIPLE TRIPS PONT FROM I ROOF MOUNTED UNIT. ALL TRIPS POINTS SHALL BE ABLE TO BE CHANGED LOCALLY AT THE NEAREST LIGHTING CONTROL PANEL CONTROLLER OR REMOTELY VIA LAN OR MODEM. S. WHEN THE MASTER LIGHTING CONTROL PANEL SCHEDULES) INDICATES COPPER COMMUNICATIONS MEDIA, PROVIDE MULTICONDUCTOR MS COPPER WIRE OR LARGER AS RECOMMENDED BY THE MANUFACTURER AS NECESSARY TO CONNECT ALL ELEMENTS OF THE LIGHTING CONTROL SYSTEM. WHEN THE MASTER MASTER LIGHTING CONTROL PANEL SCHEDULE INDICATES FIBER COMMUNICATIONS MEDIA, PROVIDE FIBER OPTIC TRANCEIVERS AS REQUIRED TO CONNECT VARIOUS MASTER AND/OR SATELLITE LIGHTING CONTROL PANELS TOGETHER VIA FIBER OPTIC CABLING. CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE /EXAMINE TERMINATION POINTS. ROUTING AND THE NEW OR EXISTING FIBER OPTIC CABLING SYSTEM BE UNCLEAR THE CONTRACTOR SHALL ISSUE PRE-BID III AS NECESSARY TO GAIN A COMPLETE UNDERSTANDING OF THE SYSTEM IN ORDER TO MAKE A COMPLETE LIGHTING CONTROL SYSTEM BID. 96 WHEN THE LIGHTING CONTROL PANEL SCHEOULE(S) INDICATES 'IDCS/DPCS' INTERFACE, PROVIDE A DIGITAL INTERFACE OR CONTACT CLOSURE OUTPUTS(S) FOR FLICK - WARN', SLLEEP -OFF AND SWEEP -ON OPERATION OF MIT OPC , UNIT(S) ANS /OR ROCS UNIT(S) AS INDICATED IN IDCS OR Ol C SCHEDULES. TYOWERS ce 31591 Camino Caplalrano San Juan Capistrano, CA 92675 �� �emp uwa.RJMOesigngroup.wm GROUP [949] 493 -DATE [949]493 -Zfi00 PJlone AR SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.7 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION. 215.640 DATUM: NGVD 29 10. WHEN THE LIGHTING CONTROL PANEL SCHEDULE(S) INDICATES A 'BMS. OPTION PROVIDE ONE OR MORE OF DIRECT DIGITAL INTERFACES TO BUILDING AUTOMATION SYSTEMS, 'BACNET', ITETASYS (N2)0,'LON WORKS' AND MODBUS' INTERFACE OPTIONS SHALL ALLOW THE LOP SYSTEM TO ACCEPT OWOFF COWARDS, TIME SCHEDULES AND REPORT STATUS OF ALL RELAYS M ALL PANELS IN REAL TIME VIA THE RESPECTIVE COMMUNICATIONS PROTOCOL(S). INTERFACE CARDS 814ALL SELF POPULATE EACH INDIVIDUAL RELAY AND EACH GROUP TO THE BMS. 'DMX512A' INTERFACES SHALL ALLOW THE LOP SYSTEM TO ACCEPT 14 GLOBAL DMX512A COMMANDS, EACH OF WHICH CAN BE MODIFIED LOCALLY OR REMOTELY USING LIGHTING CONTROLS MANUFACTURER SUPPLIED SOFTWARE. DMX INTERFACE CARD SHALL BE CONNECTED TO THE LIGHTING CONTROL SYSTEM IN SUCH A WAY AS TO PROVIDE REAL TIME RESPONSE FROM THE LIGHTING CONTROL SYSTEM TO DMX COMMANDS. 'CONTACT' INTERFACES SHALL CONSIST OF DRY CONTACT INPUT INTERFACE CARDS) THAT PROVIDES 14 PROGRAMMABLE DRY CONTACT CLOSURE INPUTS PER CARD. USE SHIELDED CABLE TO CONNECT INPUT DEVICES TO INTERFACE CARTXS). CONTACT CLOSURE INTERFACE CARDS SHALL ALLOW THE LOP SYSTEM TO ACCEPT OWOPF COMMANDS FOR INDIVIDUAL RELAYS OR GROUPS OF RELAYS BASED ON BMS TIME SCHEDULES. CONTRACTOR SHALL PROVIDE PROTOCOL PONT ID/REGISTERB/BITMAP'S FOR USE BY OTHERS TO ENABLE �PORTINGA MIO4ITORING /COWROLLNG/ADJUSTING OF THE LIGHTING CONTROL SYSTEM EQUIPMENT OPERATING PARAMETERS TO BUILDING MANAGEMENT SYSTEM (BMS) VIA BMS GATEWAY INTERFACE DEVICE AND OTHER REQUIRED ACCESSORIES. SEE BMS DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. LIMITED TO, COMMUNICATIONS INTERFACE MODULES, ALONG WITH PONT ID LISTS/REGISTERS, BITMAPS AND /OR CAD FILES OF EACH PIECE OF ELECTRICAL EQUIPMENT (PLAN VIEW MID ELEVATION VIEW) AND MAN -HOURS AS NECESSARY TO ASSIST THE BMS CONTRACTOR N COMMISSIONING THE BMS SYSTEM AS IT RELATES TO THE LIGHTING CONTROL SYSTEM WITH WHICH IT COMMUNICATE& 11. WHEN THE LIGHTING CONTROL PANEL SOMEDULE(S) INDICATES A -NETWORK, INTERFACE' OPTION, PROVIDE ONE OR MORE OF THE FOLLOWING: - 'SWING' INTERFACE OPTION SHALL ALLOW THE LOP SYSTEM, VIA PRE INSTALLED LIGHTING CONTROL SYSTEM SOFTWARE, TO COMMUNICATE OVER THE LOCAL AREA NETWORK(LAN) TO ANY PC ON THE LAN USING LOP MANUFACTURER- FURNISHED CLIENT PC- COMPATIBLE SOFTWARE. CONTRACTOR SHALL INCLUDE ALL COSTS TO RETURN TO THE PROJECT SITE AFTER PROJECT COMPLETION TO INSTALL 4 CONFIGURE I COPY OF SOFTWARE ON OWNER- RJRNISHED PC OR SERVER AND MAKE FULLY FUNCTIONAL IN ALL ASPECTS. - 'WEB' INTERFACE OPTION SMALL ALLOW THE LOP SYSTEM, VIA PRE INSTALLED LIGHTING CONTROL SYSTEM HMTL WEB SERVER SOFTWARE, TO COMMUNICATE OVER THE LOCAL AREA NETUIORC(LAN) TO MIT PC ON THE LAN USING MK ME BROWSER CONTRACTOR SMALL INCLUDE ALL COSTS TO RETURN TO THE PROJECT SITE AFTER PROJECT COMPLETION TO CONFIGURE SOFTWARE TO OPERATE ON OWNER- FUR- IISMED LOCAL AREA NETWORK AND MAKE FULLY FUNCTIONAL IN ALL ASPECTS. Q. WHEN THE LIGHTING CONTROL PANEL SCHEDULE(S) INDICATES A MODEM' COMP9INCATIONS ARE REQUIRED, PROVIDE A PROGRAMMABLE FAX MODEM TO REMOTELY COMMUNICATE WITH THE LIGHTING CONTROL SYSTEM AND ITS PRE - LOADED SOFTWARE DESCRIBED ELWU44EFM IN THIS SPECIFICATION CONTRACTOR SMALL INCLUDE ALL COSTS TO PROVIDE AN ANALOG LINE/PNONE JACK AS REQUIRED FOR THIS CONNECTION. CONTRACTOR SHALL INCLUDE ALL COSTS TO RETURN TO THE PROJECT SITE AFTER PROJECT COMPLETION TO CO-FIGURE SOFTWARE TO OPERATE ON INSTALL ONE COPY OF SOFTWARE ON OUWR- FURNISHED COMPUTER AND MAKE SYSTEM SOFTWARE FULLY FUNCTIONAL M ALL ASPECTS. 13. THE LOW VOLTAGE Ll"TINCG CONTROL SYSTEM SMALL BE PROGRAMMED / APPROVED BY A MANUFACTURERS RIEPRESENTATI VE. CONTRACTOR TO INCLUDE THREE (3) HOURS OF INSTRUCTION PER MASTER PANEL INSTRUCTIONS SMALL BE BY THE MANUFACTURERS' RE WNTATI VE IN THE PRESENCE OF THE OWNER SET -UP, COMMISSIONING OF THE LIGHTING CONTROL SYSTEM, MID OWNER INSTRUCTION INCLUDES, - CONFIRMATION OF ENTIRE SYSTEM OPERATION AND COMMUNICATION TO EACH DEVICE. - CONFIRMATION OF OPERATION OF INDIVIDUAL RELAYS, SWITCHES, OCCUPANCY SENSORS AND DAYLIGHT SENSORS. - CONFIRMATION OF SYSTEM PROGRAMMING, PHOTOCELL SETTINGS, OVERRIDE SETTINGS, ETC. - PROVIDE TRAINING TO COVER INSTALLATION, MAINTENANCE, TROUBLESHOOTING, PROGRAMMING, AND REPAIR AND OPERATION OF THE LIGHTING CONTROL SYSTEM 14. COMPLY WITH APPLICABLE ENERGY CODE LIGHTING CONTROL SYSTEM ACCEPTANCE REQUIREMENTS TO INCLUDE VERIFICATION THAT LIGHTING CONTROLS WEIRE INSTALLED AND CALIBRATED CORRECTLY. THESE TESTS MAY REQUIRE TWAT A RESPONSIBLE PARTY CERTIFY THAT CONTROLS ARE INSTALLED AND CALIBRATED PROPERLY. THIS SMALL BE THE INSTALLING CONTRACTOR'S RESF'ONBIBILITY. B. SHOP DRAWINGS SMALL BE SUBMITTED PER THE GENERAL SPECIFICATION REQUIREMENTS SHOWING ALL COMPONENTS, WIRING CONFIGURATIONS AND PROGRAMMING SCHEDULES. SUBMITTALS SMALL ISE MADE SPECIFIC TO THE PROJECT - GENERIC SUBMITTALS SMALL BE REJECTED. I&- THE LOW VOLTAGE LIGHTING CONTROL SYSTEM SMALL BE MANUFACTURED BY LUD OR EQUAL SYSTEM BY LUTRON OR WATTSTOPPER MASTER LIGHTING CONTROL PANEL SCHEDULE - LCPN MOUNTING; EXTERIOR PHOTO CELLI I COMM. I DPOS / IDCS I MEDIA I INTERFACE BM9 I INTERFACE I NETWORK I INTERFACE I MODEM AVAILABLE I FAULT CURRENT REMARKS SURFACE YES COPPER NO CONTACT SNAP I NO I - 1 FIRSTROOM BUILDWYG LIGHTS - - 2 L&A 1 2 PANEL' CKTG RELAY DESCRIPTION LOCAL SWITCH OVERRIDE SWITCH ZONE NI.IMBER MISCELLANEOUS LNA Is I RESTROOM BUILDING LIGHTS - - 2 4 LNA 2 2 SITE LIGHTING - - - 5 LNA 4 3 SITE LIGHTING - - - L LNA 6 4 SITE LIGHTING - - - 1 LNA 6 5 SITE LIGHTING - - - 6 LNA m 6 SITE LIGHTING - - - 9 LNA D T SITE LIGHTING - - I - 10 SPAN _ _ _ 11 SPATE _ _ _ D - _ 10 SPARE _ _ _ B - _ II SPARE - - - H - _ D SPARE _ _ _ B - _ B SPARE _ _ _ 16 SPARE H SPARE _ _ B SPARE _ ZONE NUMBER TIME PHOTO DESCRIPTION ZONE NUMBER TIME PHOTO DESCRIPTION C14 OFF ON OFF ON OFF ON (OFF I - - X X SECURITY LIGHTING B - - - - 2 - 2200 X - SITE - NORMAL eu*It 8 HOURS 6 _ _ 9 - 0200 X - SITE - AFTER HOURS l - - - - SATELLITE LIGHTING CONTROL PANEL SCHEDULE - .CPS MOWTINCs MASTER PANEL SURFACE LCR4 PANELN CKTG RELAY DESCRIPTION SLOCAL. C14 SWITTCC44 NLMBER MISCELLANEOUS LSA 2A 1 FIRSTROOM BUILDWYG LIGHTS - - 2 L&A 1 2 SITE LIGHTMUG - - - LSA 3 3 SITE LIGHTMUG - - - LSA 5 4 SITE LIGHTMUG - - - LSA 1 5 SITE LIGHTMUG - - - LSA 9 L SITE LIGHTMUG - - - _ _ 1 SPARS _ _ _ 6 SPAN _ _ - 9 SPARS _ _ _ - 10 SPAN _ _ _ 11 SPATE _ _ _ D SPATE _ _ _ B SPATE _ _ _ H SPATE _ _ _ B SPATE _ _ _ - 16 SPARE PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT o APRIL 9, 2012 SIGN DATE SIGN DATE Y:G IELDS DATE SIGN DATE PREPARED UNDER SUPERVISION OF PAR!�Pt�ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DATE: APRIL 9, 2012 LICENSE NO.: E15610 RAYMOND W. SWARTZ P.E. EXP.: 12/31/13 C APRIL 9,2012 APRIL 9, 2012 DATE DATE ENCINITAS COMMUNITY PARK LIGHTING CONTROL NOTES AND DETAILS PLANNING CASE NO: 04-197 MUP /DR/CDP /ERA 10630 -G E -4.4 SHEET90 OF 1 v 4)♦ Y m a n r 0 O J a e to O J a s a n C a— 'a n v 'n g � i lA 0 rc n on GENERAL LIGHTING FIXTURE SCHEDULE NOTES: A THE LIGHTING FIXTURES AND BALLASTS FOR THIS PROJECT HAVE BEEN SPECIFIED TO INSURE TWAT SPECIFIC AESTHETIC AND PERFORMANCE REQUIREMENTS WILL BE SATISFIED. THESE PRODUCTS NAVE BEEN CAREFULLY RESEARCHED AND EACH SPECIFIED ITEM HAS UNIQUE QUALITIES WHICH WERE DETERMINED TO BE ESSENTIAL IN SATISFYING THE OWNERS, ARCHITECTS, AND ENGINEERS DESIGN CRITERIA, WHILE STILL FITTING WITHN THE ESTABLISHED PROJECT BUDGET. IN ADDITION, THE MANUFACTURING AND SHIPPING TIME REQUIREMENTS FOR EACH OF THE SPECIFIED FIXTURES HAS BEEN VERIFIED TO PIT WITHIN THE ESTABLISHED CONSTRUCTION SCHEDULE B. SUBSTITUTIONS OF THE SPECIFIED PRODUCTS ARE STRICTLY PROHIBITED - UNLESS APPROVED AS STATED HEREIN LIGHTING FIXTURE AND BALLAST SUBSTITUTIONS SHALL BE FORMALLY PRESENTED TO THE ENGINEER BY APPOINTMENT ONLY, AT LEAST TEN (10) WORKING DAYS PRIOR TO BID TIME. THE SUBMITTAL MATERIAL SHALL INCLUDE THE FOLLOWING ITEMS. L A COMPLETE AND OPERATING SAMPLE, WIRED FOR I20V OPERATION, WITH LAMP, CORD AND PLUG 2. A COMPLETE PHOTOMETRIC REPORT, FOR THE PROPOSED SUBSTITUTE PRODUCT, USING THE SPECIFIED LAMP TYPE AND WATTAGE, INCLUDING TABULATED CANDLEPOWER VALUES, COEFFICIENT OF UTILIZATION, AND AN ISO - FOOT - CANDLE DIAGRAM. PRORATED DATA WILL NOT BE ACCEPTABLE. THE PHOTOMETRIC REPORT MUST BE DONE IN ACCORDANCE WITH PUBLISHED AEA. TESTING PROCEDURES AND CERTIFIED BY A REGISTERED ELECTRICAL ENGNEER 3. A CURRENT ORIGINAL CATALOG DATA SHEET WITH LUMNAIRE CATALOG NUMBERS. MODIFIED DATA SWEETS WILL NOT BE ACCEPTABLE 4. A SIGNED COPT' OF THE 'SIBSTMUTION COMPLIANCE PORN', LOCATED IN THE DIVISION I SPECIFICATION STATING THAT IF THE PROPOSED SUBSTITUTION IS ACCEPTED, THE PROJECT SCHEDULE WILL NOT BE NEGATIVELY EFFECTED. IF THE COMPLETION OF THE PROJECT 15 DELAYED BECAUSE OF THE APPROVED SUBSTITUTION, THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR PAYMENT OF ANY ESTABLISHED LIQUIDATED DAMAGES. S. FOR SPECIFIC INTERIOR FIXTURE SUBSTIMION$, WHEN DIRECTED BY THE ENGINEER A POINT- SY -PONT SCALED COMPUTER PRINTOUT SHALL BE PROVIDED VERIFYING THE ILLUMINATION LEVELS FOR THE SPECIFIC INTERIOR AREA IF THE SUBSTITUTED FIXTURE IS AN EMERGENCY FIXTURE, THE REPORT SHALL BE RUN IN BOTH NORMAL AND EMERGENCY MODES. THIS REPORT SHALL BE CONFIGURED WITH SPECIFIC CONSTRAINTS, AS DIRECTED BY THE ENGINEER OF RECORD. THE REPORT MUST SHOW THAT THE SUBSTITUTED FIXTURE PROVIDES PERFORMANCE EQUAL TO OR BETTER THAN THE LIGHTING LEVELS OF THE SPECIFIED PRODUCT. 6. FOR ALL EXTERIOR FIXTURE SUBSTITUTIONS, A POINT -BY -POINT 8CALED COMPUTER PRINTOUT SHALL BE PROVIDED VERIFYING THE ILLUMINATION LEVELS FOR THE ENTIRE SITE PLAN BASED ON USING THE PROPOSED ALTERNATIVE FIXTURES. THE REPORT MUST OHM THAT THE SUBSTITUTED FIXTURE PROVIDES PERFORMANCE EQUAL TO, OR BETTER THAN THE LIGHTING LEVELS AND UNIFORMITY RATIOS MAX:MN AND AVG :MNJ OF THE SPECIFIED PRODUCT. THIS REPORT SHALL BE CONFIGURED WITH THE FOLLOWING CONSTRAINTS. a. THE SPACING INCREMENT OR POINTS ON THE VERIFICATION REPORT $HALL NOT EXCEED TEN (10) FEET IN EITHER DIRECTION. b. THE PRINTOUT SHALL BE BASED ON PROVIDING MAINTAINED FOOT- CANDLE LEVELS USING MEAN LAMP LUMENS AND A LIGHT LOSS FACTOR, AS DIRECTED BT THE ENGINEER OF RECORD. a THE PRINTOUT SHALL SHOW MY ADDITIONAL ENERGY AID /OR ENERGY COSTS, FOR A TEN YEAR PERIOD, AS COMPARED TO THE ORIGINALLY SPECIFIED ITEM. THE TOTAL COSTS FOR THISBE EXPENSES WILL BE DEDUCTED FROM THE CONTRACT COST. C. '7' CHARACTERS IN FIXTURE MODEL NUMBER INDICATE THAT THE FIXTURES ARE SPECIFIED IN A GENERIC MOUNTING FORMAT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND PROVIDING ALL HANGERS, CLIPS AND NECESSARY HARDWARE TO INSTALL THE FIXTURE IN THE ENVIRONMENT AS SHOUN ON THE ARCHITECTURAL PLANS. ALL FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. D. CONFLICTS BETWEEN CATALOG NUMBERS AND FIXTURE DESCRIPTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRM TO BID TIME, FOR CLARIFICATION. E. 'i' CHARACTERS IN FIXTURE MODEL NUMBER INDICATE THAT ALL FIXTURE VOLTAGES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING -SEE DRAWINGS FOR BRANCH CIRCUIT INFORMATION. IT IS POSSIBLE THAT FIXTURES WILL BE REQUIRED IN VARIOUS VOLTAGES. F. ALL FIXTURE FINISHES AND COLORS, LKLE55 NOTED AS CUSTOM, SHALL BE SELECTED FROM THE FULL RANGE OF MANUFACTURERS STANDARD COLOR OPTIONS, AS SELECTED BY THE ARCHITECT. THIS DIRECTION WILL BE PROVIDED IN THE SHOP DRAWING REVIEW PROCESS. ALL FIXTURES NOICATEO WITH A CUSTOM COLOR SHALL BE PROVIDED WITH A CUSTOM COLOR PAINT PER THE ARCHITECTURAL- REVIEW COMMENTS OF THE SUBMITTED SHOP DRAWINGS. G ALL BALLASTS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: I. 'i' CHARACTERS IN FIXTURE MODEL NUMBER INDICATE TWAT THE FIXTURE BALLAST TYPE AND QUANTITY MUST BE VERIFIED BY THE CONTRACTOR - USING FIXTURE CALLOUT INFORMATION AND FIXTURE SWITCHING CONFIGURATION NFORdMATICNL IT 16 POSSIBLE THAT A SINGLE FIXTURE TYPE COULD BE REQUIRED IN VARIOUS BALLAST CONFIGURATIONS. 2. FLUOIESCENT(LINEAR/CCMPACTA a. PROVIDE ELECTRONIC, INSTANT START STANDARD BALLAST WITH HIGH NO SUFFIX POWER FACTOR MAXIMUM THD OF 20%, CLASS 'A' SOUND RATING, AND ZERO DEGREE FAHRENHEIT, MINIMUM START- TEI'iPERATURE RATING b. ACCEPTABLE MANUFACTURERS: ADVANCE, SYLVANIA OR GE. a 78 PROVIDE ELECTRONIC PROGRAM START BALLAST WITH WW POWER 'a' SUFFIX FACTOR MAXIMUM T14D OF 10%, CLASS 'A' SOUND RATING, MID ZERO DEGREE FAHRENHEIT, MINIMUM START- TEMPERATURE RATNGL Cl. ACCEPTABLE MANUFACTURERSMODEL FAMILY: ADVANCE OPTANIUM, SYLVANIA QUICKTROIIC PROFESSIONAL, OR GE ULTRASTART WHERE AN OPTANIUM, QUICKTRONIC PiOPES810H AL OR ULTRASTART BALLAST IS NOT MANUFACTURED FOR A PARTICULAR LAMP(S) PROVIDE: ADVANCE CENTIUM, SYLVANIA QUICKTRONIC HIGH EFFICIENCY, OR GE PROLINE BALLASTS. S. MASTER- SATELLITE / INBOARD - OUTBOARD SWITCHING: a. WHERE FIXTURES ARE INDICATED WITH TANDEM WIRE CONNECTION, A MASTER - SATELLITE BALLAST CO,IFIGURtATION SHALL BE PROVIDED THAT ACCOMMODATES THE NDICATED IN -BOARD / OUT -BOARD SWITCHING CONFIGURATION. b. SINGLE STAID ALONE FIXTURES IN THE SAME SWITCHING ZONE AS TANDEM WIRED FIXTURES SHALL BE PROVIDED WITH MULTIPLE BALLASTS TO ACCOMMODATE THE INDICATED IN -BOARD / OUT -BOARD SWITCHING CONFIGURATION. a THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND PROVIDING THE APPROPRIATE BALLAST TYPE AND QUANTITY - BASED UPON THE FIXTURE CALLOUT INFORMATION AND SWITCHING CONFIGURATION. 4. STEPPED DIMMING FLUORESCENT (LINEAR): a. PROVIDE ELECTRONIC STEPPED DIMMING BALLAST WITH WW POWER �'b' SUFFIX FACTOR MAXIMUM THD OF 10%, CLASS 'A' SOUND RATING, AND 50 DEGREE FAHRENHEIT MINIMUM START - TEMPERATURE RATING b. ACCEPTABLE MANUFACTURERS: UNIVERSAL, ADVANCE, SYLVANIA, OR GE 5. CONTINUOUS DIMMING FLUO ESCENT(LINEARCOMPACTA. a. PROVIDE ELECTRONIC CONTNUOUS DIMMING BALLAST WITH HIGH POWER FACTOR, MAXIMUM THUD OF 20%, CLASS 'A' OR BETTER SOUND RATING, AND 50 DEGREE FAHRENHEIT RATING BALLAST MUST BE COMPATIBLE WITH DIFFER AID /OR DIMMNG SYSTEM. CONTINUOUS DIMMING BALLAST SHALL BE IDENTIFIED / PROVIDED AS FOLLOWS: DIM I% - 7C LUTRON 4FDB- LAMP- VOLTAGE- 'c' affix LAMP QTY. DAM 5% - 7d LUTRAN TDB- LAMP- VOLTAGE- 'd' SUFFIX LAMP OTY. DIM 10% - 7G LUTRCN 4900- 1-AMP- VOLTAGE- '6' SUFFIX LAMP OTY. DIM LV% - ADVANCE MAR, T (0 -10 VOLT) - iF 'R SUFFIX LAMP - VOLTAGE -LAMP QTY. DIM TU% - ADVANCE MARL 10 - T 'g' SUFFIX LAMP - VOLTAGE -LAMP QTY. b. EQUAL BY ADVANCE OR SYLVANIA QUICKTRONIC 6. HIGH NTENBITY DISCHARGE e. V PROVIDE HID BALLASTS WITH HIGH POWER FACTOR ENCAPSULATED NO SUFFIX CORE 4 COIL TYPE, CORE 4 COIL TYPE, OR F -CAN TYPE, WITH CLASS 'A' OR BETTER SOUND RATING UP THROUGH 119W AND CLASS 'B' ABOVE IlbW THROUGH 40OW, AND ZERO DEGREE FAHRENHEIT MINIMUM BTARR- TEMPERATURE RATING ELECTRONIC HID BALLASTS SHALL BE UTILIZED FOR METAL HALIDE LAMPS 150W O¢ LESS. ALL NEW METAL HALIDE LUMINAIRES WITH DOW TO SOON LAMPS PROVIDED ON THE PROJECT SHALL BE EQUIPPED WITH PULSE START BALLASTS TO COMPLY WITH SECTION 1602, CCR TITLE 20 APPLIANCE EFFICIENCY STANDARDS. b. WHEN REMOTE 410 BALLASTS ARE REQUIRED, CONTRACTOR TO COORDINATE PROPER IGNITOR SELECTION WITH FIXTURE MANUFACTURER BASED ON INSTALLATION-SPECIFIC DISTANCE REQUIREMENTS ON A PER FIXTURE BASIS. IF REMOTE ELECTRONIC HID BALLASTS ARE REQUIRED ON THE PROJECT AND EXCEED DISTANCE LIMITATIONS FOR ELECTRONIC HID BALLASTS, MAGNETIC BALLASTS SHALL BE PERMITTED FOR BOW MID LOWER WATTAGE HID FIXTURES. e. ACCEPTABLE MANUFACTURERS: ADVANCE, GE, SYLVANIA, UNIVERSAL OR VENTURE H. LIGHT FIXTURES INDICATED AS EMERGENCY 814ALL BE IDENTIFIED / P'ROV'IDED AS FOLLOW& I. INTEGRAL BATTERY PACK (EBA Sa5E5 - FIXTURE CONNECTED TO CIRCUIT 131, CONTROL SWITCHLEG 'a' - WITH THE BATTERY CHARGING LEAD CONNECTED TO A CONSTANT HOT CIRCUIT W. 3141-/3E5 - FIXTURE CONNECTED TO A CONSTANT HOT CIRCUIT'S'. BATTERY CHARGING LEAD CONNECTED TO A CONSTANT NOT CIRCUIT 131. 2. REMOTE BACK -UP SOURCE (EMA 3a/38M - ROUTED THROUGH A UL LISTED TRANSFER RELAY (LC 4 D 4GR- 2001E/8) CONNECTED TO A CONSTANT HOT EMERGENCY CIRCUIT W. 3NL/ SM - FIXTURE CONNECTED TO A CONSTANT HOT EMERGENCY CIRCUIT 131. REMOTE BACK -UP SOURCE (EM) NOTES: - ALL REMOTE BACK UP SOURCE (EM) FIXTURES SHALL BE PROVIDED WITH AN IN LINE RUSE. PROVIDE ADDITIONAL LAUBELNiS TO INDICATE FIXTURE IS PROTECTED BY A RUSE. 3. EMERGENCY BATTERY PACKS SHALL BE PROVIDED AS FOLLOWS= LINEAR TO FLUORESCENT LAMPS: OFT TO I LAMP 1400 LUMENS IOTA 41 -320 OR BODINE 0550 5FT TO I LAMP 1325 LUMENS IOTA 41 -320 OR BODINE 0550 4FT TO 2A LAMPS 1350/1350 LUMENS IOTA 41 -320 OR BOVINE 4550 3FT TO 2A LAMPS 1200AICO LUMENS IOTA 41 -320 OR BODINE 4550 2FT TS 2A LAMPS 112511100 LUMENS IOTA 41 -320 OR E O INE 4850 LINEAR 15/15HO FLUORESCENT LAMPS: 4PT MHO I LAMP 1250 LUMENS IOTA MSL -540 OR BODNE 4LP600 3PT 75+40 1 LAMP 1100 LUMENS IOTA MSL -540 OR BODNE 4LP600 2FT MHO I LAMP T00 LUMENS IOTA MSL -540 OR BODNE 4LP600 4FT T5 I LAMP 1200 LUMENS IOTA 41SL -540 OR SODNE 4LP600 3FT T5 I LAMP 850 LUMENS IOTA 41SL -540 OR BODNE 41-P600 2FT T5 I LAMP TOO LUMENS IOTA 95L -540 OR BODNE 41-P600 HIGH LUMEN COMPACT FLUORESCENT LAMPS (BIAX). 55W BIAX I LAMP 1050 LUMENS IOTA 41 -320 OR BODINE 41-P600STU DOW BIAX I LAMP 1050 LUMENS IOTA 41 -320 OR BODINE 41-P600STU 4OW BIAX I LAMP 1050 LUMENS IOTA 41 -320 - NO KNOW EQUAL 36W BIAX I LAMP 1050 LUMENS IOTA 01-320 OR EDDINE 4850 24W BIAX I LAMP 800 LUMENS BODINE 458403 - NO 1040IN EQUAL 18W BIAX I LAMP 115 LUMENS BODINE 488403 - NO KNOW EQUAL COMPACT FLUORESCENT LAMPS: TOW CFL I LAMP DOC LUMENS IOTA 41 -420 OR SCONE 4515C 5TH CPL I LAMP ISO LUMENS IOTA 41 -420 OR BODINE 4515C 42W CFL I LAMP 1250 LUMENS IOTA 9 -420 OR BODINE 4584CG 32W OPL I LAMP 1050 LUMENS IOTA 9 -420 OR BODINE 4584CG 26W CFL I LAMP TOO LUMENS IOTA 9 -420 OR SODNE 4584CG 18W CFL I LAMP 600 LUMENS IOTA 9 -420 OR BODNE 4584CG 13W CFL I LAMP 600 LUMENS IOTA 9 -420 OR BORNE 458,1CG LED LAMPS: BODINE "IS- 23/4881-122 SERIES- NO KNOWN EQUAL TO MAINTAIN UL LISTING OF LED FIXTURE, FIXTURE MANUFACTURERS) SHALL INSTALL LED EMERGENCY BALLASTS AT THE FACTORY AND OBTAIN A UL LISTING OF THE FIXTURE WITH EMERGENCY BALLAST, FIELD - INSTALLATION OF LED EMERGENCY BALLASTS) IS PROHIBITED. SHOULD THE SPECIFIED LED EMERGENCY BALLASTS) NOT FIT WITHIN A GIVEN FIXTURIS(S), THE NEAREST ELECTRICAL ROOM. EMERGENCY BATTERY PACK NOTES: - PROVIDE INTEGRAL TEST SWITCH OPTION FOR ALL EMERGENCY BALLASTS INSTALLED IN DOW LIGHTS. - CONTRACTOR TO VERIFY WITH FIXTURE MANUFACTURERS) PRIOR TO BID THAT EMERGENCY BALLASTS ARE INTEGRAL TO FIXTURE HOUSINGS. SHOULD A BALLASTS) NOT FT WITHIN A GIVEN FIXTURE(S), CONTRACTOR SHALL INCLUDE ALL COSTS TO LOCATE EMERGENCY BALLAST(S) REMOTELY FROM THE FIXTURE ABOVE THE NEAREST ACCESSIBLE CEILING. - PROVIDE 'DL' OPTION M ALL DAMP LABEL INSTALLATIONS. LIGHTING FIXTURE SCHEDULE FIXTURE LAMP/ SYMBOL TYPE MAUFACIUIER AND MODEL MEMBER VA/ LAMP GENERAL DESCRIPTION WATTS OPTION METALUX SURFACE MOUNTED 4 FOOT LINEAR STRIP LIGHT WITH ELECTRONIC BALLAST. • SN- 132 -T -EBB! 4 WG /8N -4FT -U PROVIDE FIXTURE WITH WIRE GUARDS. Icy O33/32 P13/35M _ EQUAL BT: DAYBRITE FAILSAFE SURFACE MOUNTED I'x4' FIXTURE WITH POLYCARBONATE LENS AND ELECTRONIC 4 WVLO- 132- 7- 0- EBSI -5 BALLAST. VANDAL RESISTANT AND UL LISTED FOR WET LOCATIONS. ® O 33/32 PB/3509 - BT: A AYBRTE DYB FAILSAFE 9 INCH SQUARE, SURFACE MOUNTED FIXTURE WITH CLEAR POLYCARBONATE LENS QDEC- 26 -N -UNV AND UL LISTED FOR LET LOCATIONS. O4 26/29 G32 EQUAL BT, KENALL LUMARC PULSE START METAL HALIDE WALL MOUNTED FIXTURE. LISTED FOR WET LOCATIONS "PACT TRAPAZOID 4 O 00 i_LL 6901129 146 EQUAL BT: GAFK= METALUX 2'X W RECESSED, 2 -LAMP, FLUORESCENT FIXTURE WITH PRISMATIC ACRYLIC O2GC- 5 232- AI2S- UNV -i -8 -I 58/59 F3/3800 LENS, 4 1/1' DEEP HOUSING EQUAL BY: LITHONIA OR DAY -BRITS OEQUAL BT, U.B. ARCHITECTURAL LIGHTING LED FIXTURE, POLE MOUNTED AT 20-0' ABOVE GRADE, TYPE II LED/REFRACTOR • SCL -6V DSB- II- 12OLED- NW- 120/17lV -I- ARRAY MODULE WITH CLEAR FLAT LENS. SINGLE LUMINAIRE POLE, ORIENTATION .� $I STO FINISH 1403 LED AS SHIOUN ON PLANS. EG UAL BT: NONE U.B. ARCHITECTURAL LIGHTING LED FIXTURE, POLE MOUNTED AT 20' -0' ABOVE GRADE, TYPE IV LED/REFRACTOR • SCL-SV DSB- IV- I2OLED- NW- I20RTTV -I- ARRAY MODULE WITH CLEAR FLAT LEND. SINGLE LUMINAIRE POLE, ORIENTATION -O $Z STO FINISH 1403 LED AS SHOWN ON PLANS. EQUAL BT: NONE U.S. ARCHITECTURAL LIGHTING LED FIXTURE, POLE MOUNTED AT 20'-0' ABOVE GRADE, TYPE IV LEDAREFRACTOR 4 SCL -SV DSB- IV- I2OLED- NW- I20RTTV- ARRAT MODULE WITH CLEAR FLAT LENS. TWO LUMINAIRES AT 180, ORIENTATION O-O $3 26180 -STD FINISH 1403 LED AS SHOUN ON PLANS. EQUAL BT: NONE U.S. ARCHITECTURAL LIGHTING LED FIXTURE, POLE MOUNTED AT 14' -0' ABOVE GRADE, TYPE 11 LED/REFRACTOR SV -DSB -I V- 64LED- NW- 120nllV- ARRAY MODULE WITH CLEAR FLAT LENS. SINGLE LUMINAIRE POLE, ORIENTATION HD ®48CL- NSTD FINISH 14B LED AS DHOW ON PLANS. EQUAL BT: NONE U.B. ARCHITECTURAL LGHTFG LED FIXTURE, POLE MOUNTED AT IBM -0' ABOVE GRADE, TYPE If LED/REFRACTOR 48CL- SV- DSB- II- 120LED- NW- 120/1TTV- AWAY MODULE WITH CLEAR FLAT LEND. SINGLE LUMINAIRE POLE, ORIENTATION .0 ®NSTO FINISH 1403 LED AS SHOWN ON PLANS. EQUAL BT: NONE US. ARCHITECTURAL LIGHTING LED FIXTURE, POLE MOUNTED AT b' -0' ABOVE GRADE, TYPE II AND IV LED/ 48CL- SV- DBB -II- DOLED- NW- t20/RTV- REFRACTOR ARRAY MODULE WITH CLEAR FLAT LENS. TWO LUMINAIRES AT 180', 0-.0 ® 26180 TYPE 1111V OPTICS H03 LED ORIENTATION AS SHOW ON PLANS. EQUAL BT: NONE UAL ARCHITECTURAL LIGHTING LED FIXTURE, POLE MOUNTED AT 20' -0' ABOVE GRADE, TYPE II LED/REFRACTOR 5CL- SV- DSB- II- 120LE0- NW- I2OnllV- ARRAY MODULE WITH CLEAR FLAT LENS. TWO LUMINAIRES AT 180', ORIENTATION H $7 26180 -STD FINISH 1403 LED AS SHOWN ON PLANS. EQUAL BT: NONE US. ARCHITECTURAL LIGHTING LED FIXTURE, POLE MOUNTED AT b' -0' ABOVE GRADE, TYPE IV LEDAREFFOCTOR SV -DSB -I V- 12CLED- NW- 120/2TMV- ARRAY MODULE WITH CLEAR FLAT LENS. TWO LUMINAIRES AT 180', ORIENTATION O46CL- 26180 -STD FINISH 1403 LED AS SHOW ON PLANS. EQUAL BT: NONE LUMIERE LED STEP LIGHT. UL LISTED FOR UET LOCATIONS. RIO SERIES l^L $9 M23TL- RD- C- I2LED -12OM -TUBS 12 LED EQUAL BY: GARDCO SEE GENERAL LGHTNG FIXTURE SCHEDULE NOTES FOR CRITICAL FIXTURE SPECIFICATION AND ORDERING INFORMATION. 5, ALL RECESSED DOUNLIGHTO SUPPLIED WITH A BATTERY PACK SHALL BE PROVIDED WITH AN INTEGRAL COMBINATION TEST SWITCH / CHARGING INDICATOR LIGHT- MOUNTED INSIDE THE REFLECTOR REMOTE TEST SWITCH / CHAIi LIGHTS ARE NOT ALLOWED, THE TEST SWITCH / CHARGING INDICATOR LIGHT SHALL BE SECURELY ATTACHED TO THE REFLECTOR WITH IS- OF SLACK LEADS. FOR EASY REMOVAL OF THE REFLECTOR ASSEMBLY. 6. BATTERY PACKS ALL SHALL BE PROVIDED WITH A COMBINATION TEST SWITCH / CHARGE LIGHT. I. ALL EXIT SIGNS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE LOCAL FIRE PREVENTION CODE ALTHORRY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY HARDWARE SUCH TWAT ALL EXIT SIGNS ARE INSTALLED IN AN APPROVED VISIBLE LOCATION, THE CONTRACTOR SHALL VERIFY C4EVRONS AND NUMBER OF FACES PER EXIT SIGN WITH ARCHITECTURAL REFLECTED CEILNG III ANY DISCREPANCIES BETWEEN EXIT SIGNS DEPICTED ON ARD41TECTURAL AND ELECTRICAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. J. ALL TRACK LIGHTING FIXTURES SHALL BE PROVIDED WITH THE APPROPRIATE TRACK SYSTEM UNIGH SHALL INCLUDE ALL MISCELLANEOUS COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION. TRACK LENGTH SHALL BE PER DRAWINGS. K. '7' CHARACTERS IN THE FIXTURE MODEL NUMBER INDICATE A FIXTURE OPTION THAT THE CONTRACTOR MUST IDENTIFY PRIOR TO ORDERING / PROVIDMG SUBMITTALS. L PROVIDE A SUBMITTAL / SHOP DRAWING SUBMITTAL PER THE GENERAL PRODUCT REQUIREMENT SECTION FOR EACH FIXTURE TYPE INCLUDING BALLAST(S). ANY LIGHTING FIXTURES SUBMITTAL SUBMITTED WITHOUT SPECIFIC FIXTURE(S) BALLAST INFORMATION SHALL BE REJECTED AS INCOMPLETE. IN ADDITION, SEE GENERAL LAMP SCHEDULE NOTES FOR SEPARATE LAMP SUBMITTAL REQUIREMENTS. M. PROVIDE LAMPNG FOR LAMP SCHEDULE. N DOCKETS SHALL BE GENERAL ELECTRIC, BRYANT, OR EQUAL, WHITE, TWIST -TURN CONTACT TYPE. PUSH CONTACT TYPO SOCKETS WILL NOT BE ALLOWED - O. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND INDIVIDUALLY SUPPORTED N ACCORDANCE WITH APPLICABLE INDUSTRY AND SAFETY STANDARDS AND ALL NATIONAL MID LOCAL ELECTRICAL AND SEISMIC CODES. FIXTURES SHALL BE FURNISHED MID INSTALLED WITH ALL REQUIRED MOUNTING DEVICES, HARDWARE MID ACCESSORIES. P. LOCATIONS OF MIXTURES SHALL BE MR THE ARCHITECTURAL REFLECTED CEILING PLAN AND SHALL BE COORDNATED AT TIME OF ROUGH IN CONFLICTS BETWEEN THE ARCHITECTURAL REPECTED CEILING PLAN AND THE ELECTRICAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, N WRITING, PRIOR TO ORDERNG FIXTURES. a CONTRACTOR TO INCLUDE FIVE MINUTES OF AFTER DARK AIMINYG/ADJUSTNG TIME (TWO HOURS MNIMUM) FOR ANY ADJUSTABLE FIXTURE AND FOR EACH INDIVIDUAL FIXTURE HEAD OR LAMP HOLDER N A MULTI - FIXTURE / MULTI -LAMP ASSEMBLY. MIXTURES TO BE AIMED /ADJUSTED PER THE DIRECTION OF OWNER ARCHITECT, AND ENGINEER R ALL POLE MOUNTED FIXTURES, POST MOUNTED FIXTURES, AND BOLLARDS SHALL BE PROVIDED WITH A STRUCTURAL FOOTING AS DETAILED ELSEWHERE IN THE DRAWINGS. THE CAPITAL LETTER ADJACENT TO THE FIXTURE SYMBOLS) INDICATES THE FOOTING TYPE - SEE ELECTRICAL DETAILS FOR MORE INFORMATION. B. NO KNOUN EQUAL' LIGHTING FIXTURE PRICINGBIDDING NOTES I. EACH FIXTURE IDENTIFIED AS NO KNOW EQUAL' ON THIS PROJECT SHALL BE BID IN A 'LINE ITEM' FORMAT. A PER UNIT MATERIAL COST SHALL BE PROVIDED FOR EAC44 NO KNOW EQUAL' FIXTURE. THIS PRICE SHALL INCLUDE LAMPS AS WELL AS ALL OTHER REQUIRED MATERIALS REQUIRED FOR NSTALLATION. THE FIXTURE PRICE QUOTED WILL BE UTILIZED, PRIOR TO SWOP DRAWING APPROVAL, FOR ' ADDING' MID /OR'DELETING' ANY QUANTITY OF THE FIXTURE. 2. A UNIT COST SHALL BE SUBMITTED FOR EACH NO KNOWN EQUAL' FIXTURE. SUBMIT THE PRICING AS PART OF THE BID FORM ON A SEPARATE 8 V'1' X 11' SHEET AS FOLLOW: NO KNOW EQUAL- LINE ITEM/ FIXTURE TYPE PER WIT MATERIAL COST I 0>0000/EACH 2 4 XXX)NX/EACH 3 4 XXX)NX/EACH 3. FAILURE TO SUBMIT A LINE ITEM FOR EACH NO KNOLLN EQUAL' FIXTURE WILL RESULT N THE REJECTION, REFUSAL, OR NON - ACCEPTANCE OF THE CONTRACTORS BID. UNDERGROUND SERVICE ALERI ce ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT SAN ELIJO JOINT POWERS CALL: AUTHORITY 31597Camino Capistrano CA 811 San Juan Capistrano, CA 926MfiffiET16::6M.86YMACAV0a6 R M [94w.R3 -269 gngrouP wm GROUP TWO WORKING DAYS [949] 493 -2690 Tex 4tAa� APRIL 9, DAT .ctI#;M.0 SIGN DATE [94910.93 Zfi00 phone SIGN DATE SIGN DATE V:G MELDS DATE SIGN DATE BEFORE YOU DIG RM.ma :amtamM4 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PARE ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 000019 REG ED I PP VE LOCATION: SEESHEETC -0.1 HORIZONTAL DATE: APRIL 9, 2012 Ain ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.:E15610 : JOHN PP :LISA RUDL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL APRIL 9, 2012 APRIL 9, 2012 ELEVATION. 215.640 DATUM: NGVD 29 RAYMOND W. SWARTZ P.E. EXP.: 72/37/73 DATE DATE LIGHTING FIXTURE SCHEDULE E -5.1 SHEET 9i OF 10 PLANNING CASE NO: GL197 MUP /DR/CDP /EIA v •• Y m a w L 11 Ee 5. a 0 r 0 J R e to r 0 J R SS S ^n C r 'a no 'n g � 0 rc n on GENERAL LAMP SCHEDULE NOTES: A THE LAMPS FOR THIS PROJECT HAVE BEEN SPECIFIED TO INSURE THAT SPECIFIC AESTHETIC AND PERFORMANCE REQUIREMENTS WILL BE SATISFIED. THESE PRODUCTS HAVE BEEN CAREFULLY RESEARCHED AND EACH SPECIFIED ITEM HAS UNIQUE QUALITIES II IICH LLEIE DETERMINED TO BE ESSENTIAL IN SATISFYING THE OWNERS, ARCHITECTS, AND ENGINEERS DESIGN CRITERIA, WHILE STILL FITTING WITHIN THE ESTABLISHED PROJECT BUDGET. B. SUBSTITUTIONS OF THE SPECIFIED PRODUCTS ARE STRICTLY PROHIBITED - UNLESS APPROVED AS STATED HEREIN. LAMP SUBSTITUTIONS SHALL BE FORIALLY PRESENTED TO THE ENGINEER BY APPOINTMENT ONLY, AT LEAST TEN (10) WORKING DAYS PRIOR TO BID TIME. THE SUBMITTAL MATERIAL SHALL INCLUDE THE FOLLOWING ITEMS. I. A CURRENT ORIGINAL CATALOG DATA SHEET WITH LAMP CATALOG NUMBERS. MODIFIED DATA SHEETS WILL NOT EE ACCEPTABLE. 2. A SIGNED COPY OF THE 'SUBSTITUTION COMPLIANCE FORT, LOCATED IN THE DIVISION 1 SPECIFICATION, STATING THAT IF THE PROPOSED SUBSTITUTION IS ACCEPTED, THE PROJECT SCHEDULE WILL NOT BE NEGATIVELY EFFECTED. IF THE COMPLETION OF THE PROJECT IS DELAYED BECAUSE OF THE APPROVED SUBSTITUTION, THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR PAYMENT CF ANY ESTABLISHED LIQUIDATED DAMAGES. C. CONFLICTS BETWEEN CATALOG NUMBERS AND LAMP DESCRIPTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID TIME, FOR CLARIFICATION. D. UNLESS SPECIFIED OTHERWISE, FURNISH AND INSTALL ALL LAMP(S), AS REQUIRED, FOR EACH FIXTURE INDICATED ON THE DRAWINGS. E. CONTRACTOR TO REPLACE ALL FAILED LAMPS, AS REQUIRED, UNTIL WRITTEN ACCEPTANCE OF THE PROJECT IS EXECUTED BY THE OWNER. F. AT THE COMPLETION OF THE PROJECT, CONTRACTOR SHALL PROVIDE TO THE OWNER AN ADDITIONAL 5% ( MINIMUM QUANTITY OF TWO ) STOCK OF LAMPS FOR EACH LAMP TYPE UTILIZED ON THE PROJECT. OCMVI�CrLCMI CALL: I SAN ELIJO JOINT POWERS AUTHORITY 811 GO LS0F3T V:, 1fi(714)00 rM- B14Y<n.4VO06 K / GENERAL DESCRIPTION M- LLMIN8 LIFE Q SPREAD 1K 4- ...rmwnvmn 7K N- SIGN DATE TWO WORKING DAYS .Mrylavl:stll BEFORE YOU DIG I(F.YE#:06i1&0®14 PHILIPS CHANGE NO.I DESCRIPTION APPROVED DATE I BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.7 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 28 G. 07' SYMBOLS IN THE LAMP MODEL NUMBER INDICATE A LAMP OPTION THAT 18 IDENTIFIED M THE LIGHTING FIXTURE SCHEDULE 'LAMP' COLUMN. H. THE FOLLOWING INFORMATION 19 PROVIDED IN THE LAMP SCHEDULE: WATTS • NOMINAL LAMP WATTAGE - AS DEFINED BY FTC LAMP LABEL RULES. VOLTS • LAMP OPERATING VOLTAGE - WHEN RELEVANT AS DEFINED BY FTC LAMP LABEL RULES. I- LUMENS • MINIMUM REQUIRED INITIAL LUMENS - AS DEFINED BY FTC LAMP LABEL RULES. M- LUMENS • MINIMUM REQUIRED MEAN LUMENS - AS DEFINED BY FTC LAMP LABEL RULES. C.R.I. • MINIMUM REQUIRED COLOR RENDERING INDEX RATING. LIFE • MINIMUM REQUIRED LIFE RATING IN HOURS - AS DEFINED BY FTC LAMP LABEL RULES. CU3.CP. • MINIMUM REQUIRED CENTER BEAM CANDLE POWER RATING. B. SPREAD • MINIMUM REQUIRED BEAM SPREAD 4 3°. 1K • REQUIRED COLOR TEMPERATURE RATING. iK N- • MINIMUM ALLOWABLE COLOR TEMPERATURE SHIFT. I. PROVIDE SUBMITTAL DATA PER THE GENERAL SPECIFICATION REQUIREMENTS FOR EACH TYPE OF LAMP USED ON THE PROJECT CONSISTING OF A LAMP MANUFACTURER'S CUT SHEET WITH ALL li- FORMATION INCLUDED IN LAMP SCHEDULE. INCLUDE THE LAMP SCHEDULE IDENTIFIER ON EACH SHEET. FOR ALL MERCURY- GONTAINNG LAMPS, SUBMITTAL MUST ALSO INCLUDE DOCUMENTATION SHOWING MERCURY CONTENT IN MILLIGRAMS PER LAMP (mg /190 ). INFORMATION SHALL BE OBTAINED FROM M8056 OR DIRECTLY FROM MANUFACTURER PLEASE NOTE THAT MERCURY VALUES GENERATED BY TCLP TESTS ARE NOT ACCEPTABLE AS THEY ARE RECORDED IN MILLIGRAMS PER LITER (mI OF TEST SOLUTION AND DO NOT REFLECT TOTAL MERCURY CONTENT OR MERCURY CONCENTRATION IN THE LAMP. 31591 Camino CeplNrano ,b San RJ deoignranwp.00m 675 R, J M Gm" wrw.RJM0690fax up.wm 6'RWP [9491493-2690 fax [949]493 -Zfi00 Phone PUBLIC WORKS SIGN DATE PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E19 RAYMOND W. SWARTZ P.E. EXP.: 12/31/13 FLUORESCENT LAMP SCHEDULE TYPE MANUFACTURER AND MODEL NUMBER AT / I- LUMENS / CRI . / CBCP / K / GENERAL DESCRIPTION M- LLMIN8 LIFE Q SPREAD 1K 4- Q SPREAD 7K N- V TS M- LUMENS VOLTAGE G.E. GE. PHILIPS 3000 / WA 4' -0' FLUORESCENT IS LAMP PI3 IPl2T8/SPXN/EC0 32W / WA 2950 / 2800 86 / 20000 WA / WA 3500 / WA WITH A MEDIUM SIPIN BASE 81 / 9000 EQUAL BI 3000 / l200 2800 / 2660 MI4 4100 /WA 5000 /WA 38W / WA 2200/1430 08RAM SYLVA41A AND PHILIPS TA0V / 307 (5O00%ONLY) TCLP COMPLIANT METAL HALIDE LAMP SCHEDULE TYPE MANUFACTURER AND MODEL NUMBER WATTS / I -LUMENS / CRI. / CSCP / iK / GENERAL DEBCRIP710N M -LUl EN9 LIFE Q SPREAD 7K N- M- LUMENS VOLTAGE GE. PHILIPS TRIPLE BIAX 4 -PIN BASE COMPACT C32 MASTER COLOR METAL HALIDE 26W / WA 1710 / 1440 C0M35/PAR3OLAI/SP 35W / WA 2200 / 1430 81 / 9000 44000 / 107 3000 / l200 PAR 30 LAMP. MI4 CDM35/PAR3OLA-LFL 38W / WA 2200/1430 81 / 9000 TA0V / 307 3000 / l200 EQUAL BY: TCLP COMPLIANT OSRAM SYLVANIA AND GE. ANSI BALLAST CODE MI3O GE. PULSE START METAL HALIDE LAMP T1XRIO0NAMED /0 1O0W / WA 9000 / 6200 TO / 15000 WA / WA 3200 / WA EDIT SHAPE -SIZE WITH FED BASE M46 TiXROO /CAIA'IEO /O IVVW / WA 8900 / 5900 10 / 15000 WA /WA 3200 / WA WIVERSAL OPERATING POSITION 'C' INDICATES COATED LAMP. EQUAL BY: OBRAM SYLVANIA AND PHILIPS ANSI BALLAST CAVE M9O COMPACT FLUORESCENT LAMP SCHEDULE TYPE MANUFACTURER AND MODEL iJ.A1BER - LUMENS / VOLTAGE CM. / CBCP / 1K / GENERA_ DESCRIPTION LIFE Q 8F1�AD 'AK 4- M- LUMENS GE. TRIPLE BIAX 4 -PIN BASE COMPACT C32 lP16TBX/871 /A/ECO 26W / WA 1710 / 1440 82 / 12000 WA / WA 3500 / WA FLUORESCENT LAMP EQUAL BY: OSRAM SYLVANIA AND PHILIPS TCLP COMPLIANT PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT f ao APRIL 9, 2012 ON DATE V:G MELD$ DATE SIGN GATE PARES$ AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY PARK APRIL 9,2012 APRIL 9, 2012 DATE DATE LAMP SCHEDULE PLANNING CASE N0: 04-197 MUP /DP/CDP /EIA E -5.2 10630 -G 1 v •• v b a n 0 0 0 a e m r 0 J R SS S r C u= a= 'a no 'n g � 0 an rc n on PLANNING CASE NO: 04197 MUP /DP/CDP /EIA C� S a 0 0 J a 9 i m 0 u �m n �n �R o= a= n m � N O N O N LL'N O I� PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA a s. a m r 0 J R e m r 0 J R S3 S 6 n °. a= a= 'a no 'n g � 0 an rc n on PLANNING CASE NO: 04197 MUP /DP/CDP /EIA F A a 0 r 0 a M r 0 J R i STEEL COVER e/ LABEL V ,ELECTRICAL'. CONCRETE (- COVER 42 1 BRASS 'L' BOLT, REQUIRED. PULL BOX KNOCK OUT AS REQUIRED. �\ PULLBOX DETAIL (4) 05 VERf. WITH 9 TIES AT I2' O.C. MAX 3' CLR TYR. >ti PULL BOX NOTES I. ALL BOXES SHALL BE SET ON A - \>MINIMAT S' GRAVEL BASE WITH a 1/1' DIAMETER GRAVEL. 2. ALL INCIDENTAL CONCRETE SHALL BE REMOVED FROM ® BOXES. 3. PROVIDE WATERTIGHT SPLICES AND CAPS FOR POWER CONDUCTORS. 4. PROVIDE SEALING GEL M ALL ,y CONDUITS (BOTH W/ CONDUCTORS AND M EMPTY SPARE CONDUITS). THE GEL SHALL BE INSERTED IN THE XX CONDUIT TO A DEPTH OF 6' AND FLUSH W/ THE END OF THE CONDUIT. THE GEL SHALL BE MANUFACTURED BY 3M 04442 RE- ENTERABLE ENCAPSULANT. S. PROVIDE IDENTIFYING TAGS ON XX ALL POUTER AND COMMUNICATION CONDUCTORS N F'ULLBOXE6. 6. PULLBOX SHALL BE SIZED PER NEL. RECUIREMENTS. 4' SQ POLE x 12' MAX HIGH WITH (U LIGHT FIXTURE (EPA • 2.1 eq. FL MAXJ INSTALL II'xll' CONCRETE PULLBOX 4 WHERE INDICATED ON SITE PLAN. PROVIDE WITH BOLT -ON CONCRETE r7q COVER ENGRAVED 'ELECTRIC'. (3)'3 TIES AT 2'O.C. 3 /4'CO. FOR �2' SPARE CONDUITS FUTURE USE. PER SITE PLAN PROVIDE 12' DEEP PEA GRAVEL BASE MINIMUM. NOT USED SCALE N.TS. 24' DIAL MIN (VERIFY L3' CLR TYP. - - REQUIREMENTS OF POLE #VIII— u BASE AND A$SJ 6' TYP ®POUR -IN CCNCRETE FOOTING. REMAR AND DIMENSIONS PER INFOR°IATION By JA STRUCTURAL ENGINEER REFER TO STRUCTURAL CALCULATIONS IN SPECIFICATIONS. BOND EQUIPMENT GROUND TO POLE. CONCRETE 24' DIA CONCRETE PAD FOOTING ®3 LIGHTING BRANCH CIRCUIT CONDUIT PER SITE PLAN. 10'SQUARE ® PROVIDE MINIMUM COVER OF 24' FROM FINISH GRADE. CAST POLE BASE POLE ANCHOR BOLTS PER MANUFACTURER SPEC'$. PLAN VIEW © GROUT BELOW POLE BASE. POLE BASE DETAIL SCALE: KTS. UNDERGROUND SERVICE ALERT CALL: n I- GOI�LSOF3TlJN1:, � 811 , =L,...A»- �4.Aa�A (114)009t'0 - (!A)My1Y16FY C TWO WORKING DAYS ...avvon r� BEFORE YOU DIG x1A°4i0�14 I a CHANGE NO. DESCRIPTION APPROVED no —n g � 0 rc n on SIGN DATE °2+ DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.7 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION. 215.640 DATUM: NGVD 29 ®I DETERMINED BY STRUCTURAL ENGINEER ®2 BOND EQUIPMENT GROUND TO POLE. ®3 BRANCH CIRCUIT CONDUIT PER SITE PLAN ® PROVIDE MINIMUM COVER OF 24' FROM FINISH GRADE. ®5 POLE ANCHOR BOLTS PER MANUFACTURER SPEC'$. POLE BASE DETAIL SCALE: N.TS USE THIS HALF OF DETAIL WHEN USE THIS HALF OF DETAIL WHEN RECEPTACLE IS MOUNTED ON CONCRETE RECEPTACLE IS MOUNTED IN LANDSCAPE �____� TYP. OF 4 HIGH EXPANSION SLEEVE ANCHORS WITH B -S STAINLESS STEEL BOLTS 4 WASHERS - PAINTED TO INTERIOR FACEPLATE MATCH PEDESTAL FINISH - FOR OPENINGS) PER PLANS. FINISHED /CLEAT APPEARANCE. THREADED ANCHOR&A4UTS ARE L - -- KEYED LOCK UNACCEPTABLE. MFGR - PROVIDED CORE I I OPENINGS NI - TIGHT- WHILEN RA USE RATING. BOX LIGHT E I PLANS. ,b PUBLIC WORKS 31597 Camino Crano, CA San RJ deoignrano, .00rn 5 R, J M GM" wrw.R3 -269 gngroup.wm 6'RWP [949] 493 -2690 fax E�M FORMED COi FOOTING M LANDSCAPE AREAS, CONCRETE SHALL SHALL BE FINISHED SMOOTH 4 LEVEL a 1' MIN. ABOVE FINISHED GRADE CREATING A 2' WIDE MOW STRIP ON ALL SIDES OF THE DEVICE. BRANCH CIRCUIT CONDUIT / CONDUCTORS PER PLAN TYPICAL. SINGLE SERVICE •WP -C' SITE RECEPTACLE DETAIL SCALE: NTS. GROUND WELL 4 (Ty pd E -43 I'G, (I1 •4/0 — — — B.G. GROUND (TYP.) SWITCHGEAR 4 314' DIA x 10' -0' E -41 GROUND ROD- [949] 4932600 phone SIGN DATE 'LANS PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E15610 RAYMOND W. SWARTZ P.E. EXP.: 12/31/13 REMOVABLE LINK -(N) NEUTRAL BUS GND BUS ] / 8 (TT-P. UONJ PLANNING AND BUILDING I ENGINEERING POURED-IN-PLACE CONCRETE FI CONDUIT PER PLAN. SIDE VIEW STEP LIGHT DETAIL SCALE: N.TS NTERIOR FACEPLATE OPENINGS/ DEVICES PER I� PLANS. W ARCHITECT 0 0 i i wo r s O P REVEAL IN CONCRETE CONCRETE P!W AROUND FIXTURE FRONT VIEW P1 PI Li Li Li SIDE VIEW FRONT VIEW CONDUIT($) ROUTED PER PLAN OR AS INDICATED IN SPECIFICATIONS. (TYP) FrINTERIOR FACEPLATE OPENING$/ DEVICES PER F'LM1S. KEYED LOCK MFGR - PROVIDED CORD OPENINGS TO MAINTAIN RAM TIGHT WHILE -IN -USE RATING. FLUSH OUTLET BOX •WP -A• DETAIL SCALE: N.T.S. / -FINISH GRADE GROUND RING CONNECTOR DETAIL--* SCALE: NTS ENCINITAS FIRE DEPARTMENT f ao APRIL 9, 2012 DATE Y:G IELDS DATE SIGN DATE RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. -r ENCINITAS COMMUNITY PARK 10630 -G ro OHN KEN : LISA RUDLOFF APRIL 9, 2012 APRIL 9, 2012 DATE DATE ELECTRICAL DETAILS E -7.1 SHEET96 OF 1 PLANNING CASE NO: 04-197 MUP /DR/CDP /ETA v Y m a n I6 II FORMED COi FOOTING M LANDSCAPE AREAS, CONCRETE SHALL SHALL BE FINISHED SMOOTH 4 LEVEL a 1' MIN. ABOVE FINISHED GRADE CREATING A 2' WIDE MOW STRIP ON ALL SIDES OF THE DEVICE. BRANCH CIRCUIT CONDUIT / CONDUCTORS PER PLAN TYPICAL. SINGLE SERVICE •WP -C' SITE RECEPTACLE DETAIL SCALE: NTS. GROUND WELL 4 (Ty pd E -43 I'G, (I1 •4/0 — — — B.G. GROUND (TYP.) SWITCHGEAR 4 314' DIA x 10' -0' E -41 GROUND ROD- [949] 4932600 phone SIGN DATE 'LANS PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E15610 RAYMOND W. SWARTZ P.E. EXP.: 12/31/13 REMOVABLE LINK -(N) NEUTRAL BUS GND BUS ] / 8 (TT-P. UONJ PLANNING AND BUILDING I ENGINEERING POURED-IN-PLACE CONCRETE FI CONDUIT PER PLAN. SIDE VIEW STEP LIGHT DETAIL SCALE: N.TS NTERIOR FACEPLATE OPENINGS/ DEVICES PER I� PLANS. W ARCHITECT 0 0 i i wo r s O P REVEAL IN CONCRETE CONCRETE P!W AROUND FIXTURE FRONT VIEW P1 PI Li Li Li SIDE VIEW FRONT VIEW CONDUIT($) ROUTED PER PLAN OR AS INDICATED IN SPECIFICATIONS. (TYP) FrINTERIOR FACEPLATE OPENING$/ DEVICES PER F'LM1S. KEYED LOCK MFGR - PROVIDED CORD OPENINGS TO MAINTAIN RAM TIGHT WHILE -IN -USE RATING. FLUSH OUTLET BOX •WP -A• DETAIL SCALE: N.T.S. / -FINISH GRADE GROUND RING CONNECTOR DETAIL--* SCALE: NTS ENCINITAS FIRE DEPARTMENT f ao APRIL 9, 2012 DATE Y:G IELDS DATE SIGN DATE RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. -r ENCINITAS COMMUNITY PARK 10630 -G ro OHN KEN : LISA RUDLOFF APRIL 9, 2012 APRIL 9, 2012 DATE DATE ELECTRICAL DETAILS E -7.1 SHEET96 OF 1 PLANNING CASE NO: 04-197 MUP /DR/CDP /ETA v Y m a n L 0 0 a e M 0 a s UNDERGROUND SERVICE ALERT $ � CALL: 811 C TWO WORKING DAYS a - BEFORE YOU DIG I a CHANGE NO. DESCRIPTION no 'n g � i n 0 rc n on F AVAILABLE ON THE PREMISES AT EACH BUILDING AND /OR STRUCTURE SERVED, CONNECT EFFECTIVELY GROUNDED STRUCTURAL STEEL OR EFFECTIVELY GROUNDED UNDERGROUND METAL WATER PIPE WITHIN 5 FT FROM POINT OF ENTRANCE TO THE BUILDING AND /OR STRUCTURE WITH TO THE SEPARATELY SYSTEM PER ART. 25030(AX4XU 4 (AX4X2) - SEE RESPECTIVE SYSTEM/DEVICE SCHEDULE FOR GEC. SIZE. WHERE ACCESS TO EFFECTIVELY GROUNDED STRUCTURAL STEEL OR EFFECTIVELY GROUNDED UNDERGROUND METAL WATER PIPE IS SUFFICIENTLY REMOTE, THE CONTRACTOR MAY ELECT TO INSTALL A COMMON GROUNDING ELECTRODE CONDUCTORS) TO TIE (U OR MORE SEPARATELY DERIVED SYSTEMS TO THE REMOTE GROUNDING ELECTRODES. DESIGN AND INSTALLATION OF &NCH A SYSTEM SHALL FULLY COMPLY WITH ART. 25030(AX3). STRUCTURAL MEMBER OR PIPE IS UNAVAILABLE ON F°ROVIDE 1 4* =, %,C. TO A CONCRETE - ENCASED ELECTRODE WITH MIN OF 20 FT N LENGTH OF MIN. 04 BARE ENCASED N MIN. 2. OF CONCRETE ALL AROUND, OR A GROUND RING IN DIRECT CONTACT WITH EARTH AT A DEPTH NOT LESS THAN 2V4 FT. WITH 20 FT. LENGTH MIN OF 02 BARE COPPER WHICHEVER IS AVAILABLE, PER ART. 25052(A) (3) 4 (4). PROVIDE BONDING WITH 1 •* c I 1 /4'C. TO NEAREST METAL, WATER PIPE (HOT, COLD, SPRINKLER SEDER BUILDING MOUNTED - INTERIOR OR EXTERIOR ETC), UNINTENTIONALLY UNGROUNDED BUILDING MEL, GAS PIPE, WVAC DUCTS IN THE BUILDING PER ART. 250.104 (A), (B), 4 (C) WHERE NO EFFECTIVE GROUNDING ELECTRODE IS AVAILABLE PER ART. 25050, PROVIDE 1 0 *c 340C. TO OTHER LOCAL METAL UNDERGROUND PIPING SYSTEMS AND TANKS, OR ROD AND PIPE ELECTRODES WITH MIN. OF a FT. N LENGTH AND SHALL BE INSTALLED FOR ART. 25052(AXSXa) 4 (b), OR PLATE ELECTRODES, WHICHEVER IS AVAILABLE, PER ART 25052 (AX5)(AX6) 4(AXV • GROUNDING ELECTRODE CONDUCTOR (GEC) SHALL BE SIZED PER THE RESPECTIVE SYSTEM / DEVICE SCHEDULE. NEUTRAL BUS WIT14N EQUIPMENT. OVID PROVIDE CONNECTION OF GROUNDING CONDUCTORS/ B50B JUMPERS PER ART2RT760. WHEN SEPARATELY DERIVED SYSTEM IS A UPS, CPC, POU OR TRANSFORMER LOCATED IN INFORMATION TECHNOLOGY ROOM, AS DEFINED BY NEC (OR DEC WHERE ADOPTED) ART. 645, SERVER ROOM, DATA CENTER OR COMPUTER ROOM, PROVIDE 102 INSULATED GREEN CONDUCTOR, 34'C AND MECHANICALLY CONNECT TO MAIN TELECOMMUNICATIONS GROUNDNG BUS AND, UIHIEN LOCATED ON A TILE ACCESS FLOOR, TO UNDER FLOOR SIGNAL REFERENCE OR GROUNDINGo GRID AS REQUIRIED. INVERTER SYSTEM GROUNDING DETAIL SCALE: INTO IF AVAILABLE ON THE PREMISES AT EACH BUILDING AND /OR STRUCTURE SERVED, CONNECT EFFECTIVELY GROUNDED STRUCTURAL STEEL OR EFFECTIVELY GROUNDED UNDERGROUND METAL WATER PIPE WITHIN 5 FT FROM POINT OF ENTRANCE TO THE 15UILDM AND /OR STRUCTURE WITH TO THE SEPARATELY SYSTEM PER ART. 25030(AX4XI) 4 (AX4X2) - SEE RESPECTIVE SYSTEM/Di SCHEDULE FOR GEL, SIZE. W)4i ACCESS TO EFFECTIVELY GROUNDED STRUCTURAL STEEL OR EFFECTIVELY GROUNDED UNDERGROND METAL WATER PIPE IS SUFFICIENTLY REMOTE, THE CONTRACTOR MAY ELECT TO INSTALL A COMMON GROUNDING ELECTRODE CONDUCTORS) TO TIE (U OR MORE SEPARATELY DERIVED SYSTEM TO THE REMOTE GROUNDING ELECTRODES. DESIGN AND INSTALLATION OF SUCH A SYSTEM SHALL FULLY COMPLY WITH ART. 25030(AX3). WHERE GROUNDED STRUCTURAL MEMBER OR EFFECTIVE l.d GROUNDED WATER PIPE 18 UNAVAILABLE ON THE PREMISES, PROVIDE 1 0* cu, 345C TO A CONCRETE- ENCASED ELECTRODE WITH MIN OF 20 FT IN LENGTH OF MIN'S BARE ENCASED IN MIN 2' OF CONCRETE ALL AROUND, OR A GROUND RING IN DIRECT CONTACT WITH EARTH AT A DEPTH NOT LESS THAN 2K FT. WITH 20 FT. LENGTH MIN OF 02 BARE COPPER WHICHEVER 18 AVAILABLE, PER ART. 25052(4) (3) 4 (4). PROVIDE BONDING WITH 10*F I 1 /41C TO NEAREST METAL, WATER PIPE (HOT, COLD, SPRINKLER SEWER BUILDING MOUNTED - INTERIOR OR EXTERIOR ETC), UNINTENTIONALLY UNGROUNDED BUILDNG STEEL, GAS PIPE, WVAC DUCTS IN THE BUILDING PER ART. 250.104 10' COPPER GROUND ELECTRODE(8) W/ EXOTHERMIC CONNECTIOXS) TO GROUND CONDUCTOR PROVIDE FIBER GLASS INSPECTION UELL(S). QUANTITIY AS REQUIRED TO ACHIEVE CODE - REQUIRED RESISTANCE VALUES. } GROUNDING ELECTRODE CONDUCTOR (GEC) SHALL BE SIZED PER THE RESPECTIVE SYSTEM / DEVICE SCHEDULE. WITHIN PROVIDE CONNECTION OF GROUNDING CONDUCTORS/ BONDING JUMPERS PER ART250B. WHEN SEPARATELY DERIVED SYSTEM IS A UPS, CPC, PDU OR TRANSFORMER LOCATED N NFORMATION TECHNOLOGY ROOM, AS DEFINED BY NEC (OR CEC WHERE ADOPTED) ART. 645, SERVER ROOM, DATA CENTER OR COMPUTER ROOM, PROVIDE I4 INSULATED GREEN CONDUCTOR 3A00 AND MECHANICALLY CONNECT TO MAIN TELECOMMUNICATIONS GROUNDING BUS AND, WHEN LOCATED ON A TILE ACCESS FLOOR, TO UNDER FLOOR SIGNAL REFERENCE OR GROUNDING GRID AS REQUIRED. (A), (15), 4 (0) WHERE NO EFFECTIVE GROUNDING ELECTRODE IS AVAILABLE 4 PER ART. 25050, PROVIDE 1 • *C , 3/ 4C. TO OTHER LOCAL -WIII METAL UNDERGROUND PIPING SYSTEMS AND TANKS, OR ROD AND PIPE ELECTRODES WITH MIN. OF 8 FT. IN LENGTH AND SHALL BE INSTALLED PER ARTT, 2S057(AX5Xa) 4 (b), OR PLATE 10' COPPER GROUND ELECTRODE($) ELECTRODES, WHICHEVER 16 AVAILABLE, PER ART 25052 W/ EXOTHERMIC CONINECTION(6) TO (AX5),(AX&) 4(AXT) GROUND CONDUCTOR PROVIDE WIND TURBINE WATTAGE: FIBER GLASS INSPECTION WELL(S). QUANTITIY AS REQUIRED TO ACHIEVE WIND TURBINE VOLTAGE: CODE- �QIIRED RESISTANCE VALUES. SEPARATELY DERIVED SYSTEM GROUNDING DETAIL n 208 VOLT -42) ;�T�M4I3�2i� VGOInLS�IJT�/I: 1 � I=EWa:nrAn -B.Y MW106 (714)009t 0.(714)009 2516 .- ..avmon.ntvon #;Ql a alml4 APPROVED I DATE SIGN DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.1 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION. 215.640 DATUM: NGVD 29 31591 Camino Capistrano ,b San Juan Capi strano, 0, 5 AW wR, deogngroup.00rn 6RWP [949] 493 -269 0 fax [949]493 -Z0 Pwe RJ M TYPICAL WIND TURBINE SYSTEM PLAN NOTES: WIND TURBINE ASSEMBLY. SEE SEPARATELY DERIVED SYSTEM GROUNDING DETAIL ON THIS SHEET. DC SYSTEM FEEDER CONDUCTORS - SIZED PER MANUFACTURERS RECOMMENDATIONS. OC SYSTEM CONDUCTORS ARE TO REMAIN OUTSIDE OF THE BUILDING AS MUCH AS PHYSICALLY POSSIBLE. ®DC SYSTEM DISCONNECT SWITCH. PROVIDE RATING AS INDICATED AND PROVIDE PADLOCK OFF FEATURE. ®5 NOT USED. © WIND TURBINE INTERFACE BOX PROVIDE DUMP LOAD RESISTOR AS REQUIRED. 0 PROVIDE EQUIPMENT GROUND CONNECTION TO EQUIPMENT (IF REQUIRED). 8 DISCONNECT LOAD SIDE DC SYSTEM FEEDER CONDUCTORS - SIZED PER MANUFACTURERS RECOMMENDATIONS. GRID TIED WIND TURBINE INVERTER - PROVIDE MINIMUM WATTAGE AND OUTPUT VOLTAGE AS INDICATED. SEE INVERTER GROUNDING DETAIL ON THIS SHEET. AC SYSTEM DISCONNECT SUITC4- PROVIDE RATING AS INDICATED AND PROVIDE PADLOCK OFF FEATURE. 12 AC SYSTEM FEEDER CONDUCTORS - SEE SINGLE LINE DIAGRAM. 13 TO UTILITY SYSTEM SWITCHGEAR - SEE SINGLE LINE DIAGRAM. 14 PROVIDE A WIND TURBINE MONITORING AND DISPLAY SOFTWARE / HARDWARE SOLUTION AS MANUFACTURED BY PAT SPANIEL TEC4NOL0.`alEb IP411.E5. SYSTEM COMPONENTS (ENCLOSURES, COMMUNICATIONS GATEWAYS, POWER ADAPTERS AND CORDS, DSL / CABLE MODEM, CONNECTORS AND CABLING, DATA LOGGERS, CURRENT TRANSDUCERS, ETCJ SHALL BE PROVIDED SUCH TWAT THE SYSTEM CAN REMOTELY MONITOR THE FOLLOWING MEASUREMENT ITEMS - WITH AN ACCURACY OF 2x.: - AC VOLTAGE (VOLTS), CURRENT (AMPS), POWER (WATTS), CUMULATIVE ENERGY (WNW). - DC VOLTAGE (VOLTS), CURRENT (AMPS), POWER (WATTS), CUMULATIVE ENERGY (WNW). - BUILDING VOLTAGE (VOLTS), CURRENT (AMPS), POWER (WATTS), CUMULATIVE ENERGY (NW). - IRRADIANCE (WATTS / SQUARE FOOT). THE SYSTEM SHALL BE PROVIDED WITH FIVE (5) YEARS OF MONITORING SERVICE, FIVE (5) YEARS OF FEATURE UPGRADES, AND 24 X 1 INFORMATION ACCESSIBILITY. A 11' COLOR TFT FLUSH -IN -WALL PC, NORTEC 4 ENGINEERING FPCD00 SERIES COMPUTER WITH RS -232 CONTROLLER 844ALL BE PROVIDED TO ALLOW LEIS ACCESS TO THE FAT SPANIEL WEB 817E TO ALLOW THE GENERAL PUBLIC TO ACCESS THE ABOVE II- FORMATION. TYPICAL WIND TURBINE SYSTEM INSTALLATION REQUIREMENTS: L THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, AND SERVICES, IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY RNCTIONNG AND CODE COMPLIANT INSTALLATION. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE CONTRACTOR INFORMATION THAT SUPPLEMENTS AND ENHANCES THE GENERALLY ACCEPTED CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT / SYSTEM. 3. THE CONTRACTOR SHALL ALSO INCORPORATE THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS / WARRANTY REQUIREMENTS AS PART OF THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENT REQUIREMENTS AND THE MANUFACTURERS INSTALLATION REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS 844ALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE WARRANTIES OR VIOLATES THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. ANY SUCH CONFLICT SHALL IMMEDIATELY BE 5ROLrA47 TO THE ATTENTION OF THE ENGINEER IN WRITING THROUGH THE FORMAL R=1 PROCESS. 4. REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR DETAILED II- FORMATION / REQUIREMENTS ON THIS PRODUCT / SYSTEM. PUBLIC WORKS SIGN DATE PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E1561T RAYMOND W. SWARTZ P.E. EXP.: 12/31/13 C 'WT02' 30A 2P 30AF •••� •- •�••�••••�•- •�����•• 'WTDI' 4 IIVYCRICR -WIII BOA 3P NUMBER OF TURBINES: ONE (D 30AF WIND TURBINE WATTAGE: 2U300W WIND TURBINE VOLTAGE: 0 -600V NUMBER OF INPUTS: ONE (U 208 VOLT F HORIZONTAL / VERTICAL AXIS: VERTICAL I PHASE MOUNTNG HEIGHT: 25' -O -FT 2 WIRE CONTROLLER VOLTAGE: 120V 1' CONDUIT 3 FIXED / TILTING POLE: FIXED 3 44 A1G 1 % AR* GROUND BATTERIES �QUIED: NO II TYPICAL WIND TURBINE SYSTEM PLAN NOTES: WIND TURBINE ASSEMBLY. SEE SEPARATELY DERIVED SYSTEM GROUNDING DETAIL ON THIS SHEET. DC SYSTEM FEEDER CONDUCTORS - SIZED PER MANUFACTURERS RECOMMENDATIONS. OC SYSTEM CONDUCTORS ARE TO REMAIN OUTSIDE OF THE BUILDING AS MUCH AS PHYSICALLY POSSIBLE. ®DC SYSTEM DISCONNECT SWITCH. PROVIDE RATING AS INDICATED AND PROVIDE PADLOCK OFF FEATURE. ®5 NOT USED. © WIND TURBINE INTERFACE BOX PROVIDE DUMP LOAD RESISTOR AS REQUIRED. 0 PROVIDE EQUIPMENT GROUND CONNECTION TO EQUIPMENT (IF REQUIRED). 8 DISCONNECT LOAD SIDE DC SYSTEM FEEDER CONDUCTORS - SIZED PER MANUFACTURERS RECOMMENDATIONS. GRID TIED WIND TURBINE INVERTER - PROVIDE MINIMUM WATTAGE AND OUTPUT VOLTAGE AS INDICATED. SEE INVERTER GROUNDING DETAIL ON THIS SHEET. AC SYSTEM DISCONNECT SUITC4- PROVIDE RATING AS INDICATED AND PROVIDE PADLOCK OFF FEATURE. 12 AC SYSTEM FEEDER CONDUCTORS - SEE SINGLE LINE DIAGRAM. 13 TO UTILITY SYSTEM SWITCHGEAR - SEE SINGLE LINE DIAGRAM. 14 PROVIDE A WIND TURBINE MONITORING AND DISPLAY SOFTWARE / HARDWARE SOLUTION AS MANUFACTURED BY PAT SPANIEL TEC4NOL0.`alEb IP411.E5. SYSTEM COMPONENTS (ENCLOSURES, COMMUNICATIONS GATEWAYS, POWER ADAPTERS AND CORDS, DSL / CABLE MODEM, CONNECTORS AND CABLING, DATA LOGGERS, CURRENT TRANSDUCERS, ETCJ SHALL BE PROVIDED SUCH TWAT THE SYSTEM CAN REMOTELY MONITOR THE FOLLOWING MEASUREMENT ITEMS - WITH AN ACCURACY OF 2x.: - AC VOLTAGE (VOLTS), CURRENT (AMPS), POWER (WATTS), CUMULATIVE ENERGY (WNW). - DC VOLTAGE (VOLTS), CURRENT (AMPS), POWER (WATTS), CUMULATIVE ENERGY (WNW). - BUILDING VOLTAGE (VOLTS), CURRENT (AMPS), POWER (WATTS), CUMULATIVE ENERGY (NW). - IRRADIANCE (WATTS / SQUARE FOOT). THE SYSTEM SHALL BE PROVIDED WITH FIVE (5) YEARS OF MONITORING SERVICE, FIVE (5) YEARS OF FEATURE UPGRADES, AND 24 X 1 INFORMATION ACCESSIBILITY. A 11' COLOR TFT FLUSH -IN -WALL PC, NORTEC 4 ENGINEERING FPCD00 SERIES COMPUTER WITH RS -232 CONTROLLER 844ALL BE PROVIDED TO ALLOW LEIS ACCESS TO THE FAT SPANIEL WEB 817E TO ALLOW THE GENERAL PUBLIC TO ACCESS THE ABOVE II- FORMATION. TYPICAL WIND TURBINE SYSTEM INSTALLATION REQUIREMENTS: L THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, AND SERVICES, IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY RNCTIONNG AND CODE COMPLIANT INSTALLATION. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE CONTRACTOR INFORMATION THAT SUPPLEMENTS AND ENHANCES THE GENERALLY ACCEPTED CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT / SYSTEM. 3. THE CONTRACTOR SHALL ALSO INCORPORATE THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS / WARRANTY REQUIREMENTS AS PART OF THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENT REQUIREMENTS AND THE MANUFACTURERS INSTALLATION REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS 844ALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE WARRANTIES OR VIOLATES THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. ANY SUCH CONFLICT SHALL IMMEDIATELY BE 5ROLrA47 TO THE ATTENTION OF THE ENGINEER IN WRITING THROUGH THE FORMAL R=1 PROCESS. 4. REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR DETAILED II- FORMATION / REQUIREMENTS ON THIS PRODUCT / SYSTEM. PUBLIC WORKS SIGN DATE PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E1561T RAYMOND W. SWARTZ P.E. EXP.: 12/31/13 C 'WT02' 30A 2P 30AF •••� •- •�••�••••�•- •�����•• IIVYCRICR -WIII 6 38 KVA NUMBER OF INPUTS: ONE (U 208 VOLT I PHASE RATING - AMPS: 30.OA 2 WIRE CONTROLLER VOLTAGE: 120V 1' CONDUIT 1' CONDUIT 334 AUrG &j 204 AM I % AWS GROUND I % AIG GROUND TYPICAL LUIND TURBINE SYSTEM SPECIFICATIONS L AS MUCH 16 COMMERCIALLY AVAILABLE, ALL COMPONENTS OF THE WIND TURBINE SYSTEM SHALL BE MANUFACTURED BY A SINGLE MANUFACTURER THE ENTIRE SYSTEM SHALL BE COVERED BY A FIVE (5) YEAR WARRANTY. 2. THE WIND TURBINE UNIT SHALL NAVE THE FOLLOWING QUALITIES: - MAINTENANCE FREE FERMANENT MAGNET GERNERATOR (PMG). - GENERATOR UTPUT SHALL BE RECTIFIED TO DO WITHIN THE TURBINE ASSEMBLY. - UL LISTED. - 5 -YEAR WARRANTY. THE WIND TURBINE SYSTEM SHALL BE MANUFACTURED BY HELIX WIND OR A PRE-BID APPROVED EQUAL SYSTEM. THE WIND TURBINE SYSTEM SHALL BE PROVIDED WITH A FIXED / TILTING POLE MOUNTING SYSTEM AS INDICATED. THE CUSTOM COLOR POLE SHALL BE STEEL WITH A STRUCTURAL INTEGRITY / MOUTNING SYTEM DESIGNED FOR A MINIMUM OF 100 MPH WND VELOCITY WITH A 13 GUST FACTOR PROVIDE A MANFACTURER CUT SHEET AND WND LOADING CALCULATIONS WITH THE SHOP DRAWINGS. 3. THE WIND TURBINE WIND INTERFACE BOX SHALL HAVE THE FOLLOWING QUALITIES: - NEMAI / NEMA 3R RATING AS REQUIRED BY THE INSTALLATION ENVIROMENT. - MULTIPLE SYSTEM VOLTAGE RATINGS (12, 24, OR 49 Vdc). - CURRENT RATINGS AS SUMMARIZED. - UL 1141 LISTED. POLARITY, SHORT CIRCUIT, OVERCURRENT, OVERVOLTAGE, HIGH TEMPERATURE, AND TRANSIENT SURGE SUPRE551OR - LARGE HEAT SINK ALLOWING FULL RATINGS A 45 DEGREES CENTIGRADE. - R6-232 CAPABILITIES. - CONSTANT VOLTAGE SERIES PILM ALOGORITHIM FOR BATTERY CHARGING. - 5 -YEAR WARRANTY. THE WIND INTERFACE BOX SHALL BE MANUFACTURED BY POWER ONE CORPORATION 41ITMS SERIES OR A FPS -BID APPROVED EQUAL SYSTEM. 4. WIND TURBINE SYSTEM INVERTER SHALL HAVE THE FOLLOIWNG QUALITIES: - CAPABLE OF SUPPORTING THE TOTAL WIND TURBINE AMPACITY AND PROVIDE THE OUTPUT VOLTAGE AND PHASING AS LISTED. - 4 -LINE LCD DISPLAY ON THE FRONT COVER - NEMA I, META 3R AND META 4 RATINGS AS REQUIRED BY THE INSTALLATION ENVIRONMENT. - UL 1141 LISTED AND MEETS THE RECOMRMENDATIONS OF IEEE -P925. - OWOFF SWITCH LOCATED ON THE FRONT DOOR - PAD LOCKABLE FRONT DOOR / COVER - GROUND FAULT PROTECTION AND ANTI- ISLAND PROTECTION. - TEN (10) YEAR WARRANTY. THE INVERTER SHALL BE MANUFACTURED BY POWER ONE IPVI- 36- OJTD -US -W SERIES OR A PYRE -BID APPROVED EQUAL SYSTEM. 5. THE WIND TURBINE SYSTEM SHALL BE INSTALLED PER ALL APPLICABLE NEC ARTICLES. 6. THE WIND TUIR5INE SYSTEM SHALL BE PROVIDED WITH A FACTORY STARTUP BY THE MANUFACTURER B, REPRESENTATIVE. I SHOP DRAWINGS SHALL BE SUBMITTED PER THE GENERAL SPECIFICATION REQUIREMENTS SNOWING ALL COMPONENTS, WIRING CONFIGURATIONS AID PROGRAMMING SCHEDULES. S. THE CONSTRUCTION DOCUMENTS ARE BASED UPON THE SPECIFIED PRODUCTS - ANY AND ALL REQUIRED REVISIONS NEEDED TO ACCOMWMODATE AN EQUAL SYSTEM ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PROVIDED AT NO COST TO THE OWNER S. THE ENTIRE SYSTEM MUST MEET ALL REQUIREMENTS OF ANY LOCAL UTILITY COMPANY REBATE PROGRAM - INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: - WARRANTIES. - MIN"J M EFFICIENCIES. - INSURANCE REQUIREMENTS. METERING ACCURACY REQUIREMENTS. - ITEMIZED COST BREAKDOWN THAT MEETS THE UTILITY COMPANY REQUIREMENTS. 10. ALL CONDUCTORS SHALL BE COPPER THHN / THUN -2, 600 VOLT RATED, AND RATED AT 90 DEGREE CELSIUS - SEE ELECTRICAL SPECIFICATIONS FOR MORE II- FORMATION. 11. PROVIDE ALL REQUIRED LABELS AND SIGNS REQUIRED BY NEC, AS DELL AS ANY LOCALLY ADOPTED CODES, INCLUDING THOSE REQUIRED BY SECTIONS 6905, 699.1 (E) (3), 690.10, 69014, 690.M, 69934, 69051, 69052, 69053, 69054, 69056 4 69080. 12. THE WIND TURBINE SYSTEM SHALL BE INSTALLED PER ALL APPLICABLE NEC ARTICLES, AS WELL AS ANY LOCAL JURISDICTION AMENDMENTS, INCLUDING, BUT NOT LIMITED TO, ARTICLE 690. PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT o APRIL 9, 2012 ON DATE V:G MELD$ DATE SIGN GATE PARES$ AND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. - ENCINITAS COMMUNITY PARK 10630 -G ro OHN NEN : LISA RUDLOFF APRIL 9, 2012 APRIL 9, 2012 DATE DATE WIND TURBINE SYSTEM E -8.1 SHEET97 OF 1 PLANNING CASE NO: 04-197 MUP /DP/CDP /EIA v Y a n F II 0 0 a if Jif m r 0 J R S UNDERGROUND SERVICE ALERT CALL: 811 C TWO WORKING DAYS all BEFORE YOU DIG r a CHANGE NO. DESCRIPTION no 'n g � i n 0 rc n on 'Wei rN sal l k, I r 0 N 400 VAC AURORA 5322 Wind Turbine Specifications Howe oae� Input postal dose marine) •Rugged shroud ao get mnswdion for extreme sawn U � f Changing the Shape of power Wind Inverter 72MW *Swept Are&- 3.19m2 (34.33 B2) High ratat •Nighoutput powaratfull reting 7,200W output Amomatin 3mhe Fundon • Ralor Dimenatom -1.21m W x2.65mH _ 99.4% (4ftXS.66m • Automatic broke function above 530 Vdp • • CverW Height- 3.3m(10.SD - _ G° °ate m°°- norm guAnmemABa General Specifications • �p��ma�, ' Type- Vedreel man helicd Savonius somr(VAWIT Awl Noise _ • Generator- 2.0 kW (peak) high efficimcyPermaomt Magod Genmror Standards and codes ' • Cut-In Spend -5 m/e (11.1 MPH) PVI V IND- INTERFACE • tm.m n The lowest wW speed d which Me (urbine begi+u predncing awards power. "Oplimd Armed Wind Speed- An average of 7 Ms (15.6 hill or senator grid -tied opening, electromagnetic compadblliry and safely, Including •BraW g - No balin g needed for mrmd operation. Mmud overview forvuivamtt. UL1741 and GSA C22.2 107.1 -01 ". Includes: • Grid Consensus - 110 VAC -240 VAC, 50-60 Hz Grid Tint common • 2.0 beat (peg) vertical axis wind mmlne "weight- 1351g(29516) 0 • Inverter-Aurora PV13.6 "Design Line -30 yema `Monopole Tower -4.5m W 6.0m(15 B W N ft) delmdwgou obetrucaooa Is Wind Interlace Box `warranty- 5 year 13m5da Wool The Power-One Aurora Wind Interface Box further manage the series of l wi "Monopole - NOT MCLUDED Aurore imrerMm to small vdntl applications. The Wind Interim Box is ind interlace Box • 1tvwa0n Load Cornucopia List used In combination with the Aurora Wind lrogrms. x 'Wei rN sal l k, I r Input Vegas Range he Wmmel I r 0 N 400 VAC AURORA® Wind Interlace Features 4p100VU 10 eggs 'uwwes, • Conversion eMClancy rating: 99.4% Input postal dose marine) •Rugged shroud ao get mnswdion for extreme sawn U •3 -Phase input from PMG 72MW 3D adefiegmyas. Mixtures, 3D moue r «arrayowembtyuctonpJreeae. High ratat •Nighoutput powaratfull reting 7,200W output Amomatin 3mhe Fundon +Helmcarbine for ®mthppwerpradn • Fused wind input 99.4% thegnd generator. • U1m nigives Low RPM n& g • Automatic broke function above 530 Vdp • • nts at lest gives a man s ad ohms hackHauvdm5ee. opmcrea •Fxtemd brake MSlmOr OpdOn _ Compl is fi e,lth lame. ancestter one frieudq mebhnsantly n. NE5W4ll • �p��ma�, *Uti amw war instantly no yaw coeval reyuirW. Awl Noise . i *Oh,and itsbontfill W look • oaamifaunaaarwalaak. t�ap(neighborsmayberama;nalaaa). Standards and codes •° The WIND- INTERFACE BOX complies with applicable standards for • tm.m grid -tied opening, electromagnetic compadblliry and safely, Including UL1741 and GSA C22.2 107.1 -01 ". Includes: • 2.0 beat (peg) vertical axis wind mmlne • Inverter-Aurora PV13.6 • Writ Interface Module a ' • 1tvwa0n Load 7PVI- 7200- WIND - INTERFACE 7,200W PVI- 4000 -WIND- INTERFACE 4,000W T3 ' T T I r Input Vegas Range he Wmmel I r 0 N 400 VAC Operator load Volage rings from PMG Remained Magnet General 4p100VU 10 eggs Max healing lent Current 166ARMS Input postal dose marine) 20A RMS Mn0Agst Powert ®4WVAC, PFC>Otf 72MW output Vdage Rage apparel 50WOVdc Amomatin 3mhe Fundon >530Vdc En coal (M VAC, PFC>0.7) 99.4% DC Output Arne Range P600Vdc Mar. Current in to goes Resistor 30A Operating Ambled imperial - 25"Cul Excess Type NE5W4ll Relative Humidity 0- 100 %condersin9 Awl Noise <40INA See (height x width x dean) IIA2"x 1024' x3.75' asic n orunt on Block Diagram and Operating Configurations Compact, elegant, sophisticated versatile... m icon for a movemrnt. The Helix 5322 provides smooth power and torque delivery across a broad range of wind speeds and under the most difficult of physical _ environments. No furling or shading down, simple to install, modular and scalable, the 5322 is ideally < PVox B GRID ox designed for urban environments, low draw and liquids pumping. Frmn the Canadian shield to marine petroleum platforms to sub - Saharan Africa agriculture pumps, this turbine is built to endure and captivating to the eye. Renewable Energy Division VGOInLS�M:11 I=E WwrrwM - emar.4awm (714)�- (714)Mg- 5ft nwwppnrora.ntvwn .Mryravlrsar g1.YEp:Ona1a0®14 APPROVED SIGN DATE �1 DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEESHEETC -0.7 HORIZONTAL RECORD FROM: COUNTY OF SAN DIEGO VERTICAL ELEVATION: 215.640 DATUM: NGVD 29 31591 Camino Capistrano ,b San eR,kCapidrano,CA92675 R, J M°ROUP [94w.R3 -269 gngroup.wm GROUP [9491493-2690 fax [949]493 -2600 Phone PUBLIC WORKS SIGN DATE aLANS PREPARED UNDER SUPERVISION OF DATE: APRIL 9, 2012 LICENSE NO.: E15610/ RAYMOND W. SWARTZ P.E. EXP.: 12/31/13 C PLANNING AND BUILDING I ENGINEERING ENCINITAS FIRE DEPARTMENT f ao APRIL 9, 2012 DATE BY: G IELDS DATE SIGN DATE RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. r ENCINITAS COMMUNITY PARK 10630 -G ro OHN PEN : LISA RUDLOFF APRIL 9, 2012 APRIL 9, 2012 DATE DATE WIND TURBINE DETAILS E -8.2 SHEET98 OF 1 PLANNING CASE NO: 04-197 MUP /DP/CDP /EIA v Y m a n F R 0 0 a if Jif m r 0 J R S C a— 'a n v ^n� g � r3 n 0 rc n on AURORA the Shope of Power Photovoltaic Inverters General Specifications Outdoor Models P111I- 3.0.OUTD -US If PVI -3.0 -0111 -US P11I -3.6- OUTD -US if PVI- 3.6- OUTO -S -US P1111- 4.2- OUTO -US If PVI -4.2- OUTD -S -US Nigh- ElBciency, 3 kW to 4.2 kW Inverters Installer Friendly Auroma grid -tie persona less inverters offer a unique combination at • Reverse - polarity protection minal potential damage caused by ultical efficiencies, installer - friendly designs, long service Igo, and moving during instigation. compMMve initial acquisition costs; significantly increasing return on • Front -panel mounted LC0 display provides red -time updates for all investment in solar -power instatlations. chiral operating parameters. Industry - Leading Features and Performance • High efficlencles deliver mom energy — up to 96.8% (96 %CEC). •Two Inp& with independent MPPTs, optimhe answer from multiple arrays oriented in different directions. • Compact size and high power densly: 460OW max of output power In a box size of just 3311/16" x 1213/16" x 81/4". Unmatched Applications Flexibility • Full -rated power available up to 50 °C ambient temperature. • Two Input sections, with parallel option, with Independent high -speed MPPT$, optimize energy harvesting imm multiple arrays oriented In different directions. • Wide MPPT operating range: 90 to 580 VDC. Field -Proven Reliability • IP65 (NEMA 4) rated enclosure withslznds the harshest emimnmmhl conditions. • Front- mounted heat sink resists codaminaban, enhancing cooling and increasing reliability and long -term efficiency. •GrMCOnnecWd spere8on according to international standards, UU7411IEEE1547 8 GSA4x2.2 N.ID7.1-01. • 101earwarmdy, optionally e#endable to 15 and 20yl • RS -485 and USB communications interfaces. •Integrated DC switch avaliOW In compliance with NEC Standard, Article 690 "Solar Photovoltaic System" (USA). *And - islanding protection. PVI3.0- OUTD -US 1 3000 W FYI- 3.6- OUTO -US 3600 3600 W W PVI- 3.6 -0UTO -S -US PVI4.2. aura -S -US 1 4200 W AURORA' Communicator software simplifies monitoring via PC. AURORA° Easy Control daologger is available for remote control via Internet or modem. Renewable Energy Division High Efficiencies Across a Broad Range of Operating Conditions PVI -3.0, PVI -3.5 and PVI -4.2 inverters work with naminal output voltage, A up to 96.8% efficiency (CEC 96 %). The graph to the right demonstrates the high efficiencies, across a continuous range of input voltages and laid commands, for the PVI -4.2. The graphs below depict the industry- leading performance of all models at three discrete MPPT - voltage reference points, and a continuous range of Iced condlNons. Inverters MPPT Vals hit LLLJJJ NJ of Power AURORA Photovoltaic Inverters r 0 0 Nominal DC Power 3 3120W 3 37M 4380W old Max DC Power 3 3500W 4 41WW m maw Operating MPPTIn ut Volowe Popos S SOVM580V 3 360Vnominal Full Power MPPT Range 1 1In Vm aloV V 200VW533VMV r rtd 2 2PV 2 200VM530VMV dal 211V V 2LIV1o5MV0V M M208V I I 220VIo530VMVd62nV MminpurVollowise m my Acavapon vollowl 2 200V ra miml (ad uslabla from 120Vto 350 Number 0Independent MPPT Channels 2 2 Standards and Codes Aul managers comply with standards tai for grid-6O appealed, safay, and dlOaragnOC compatibility iincluding: ULl 74111EEE1547 d GSA -M2 N.1071 -01, VDEOI26, CEI11 -20, DK5940, CEI648, IS) 61683, IEC 61727, n450081, EN50082, EN61000, CE congestion, El Real Del RD16SaM de Esparta. UNDERGROUND SERVICE ALERT waoPESSr ,� PUBLIC WORKS PLANNING AND BUILDING ENGINEERING ENCINITAS FIRE DEPARTMENT SAN ELIJO JOINT POWERS �,o to w. s `r' CALL. Cr\ AUTHORITY M'P� VGO1nLSOI4TUI�/I: 12 tl C 31591 Camino Capistrano CA 811 No E15610 San Juan Capistrano, CA 92675 GMP 15(714) rM- RNYArlomill6 e pu)em+s50- OU)em+m5ra www.RJMOesigngrouP�wm 6RWP /� TWO WORKING DAYS JIMMY N.m'vwrr p� [949] tSti 90 fax Le1G� APRIL 9, DATE aeeYn+warwdr SIGN DATE [9491 [94914.93 -Zfi00 phone SIGN DATE SIGN DATE V:G IELDS DATE SIGN DATE BEFORE YOU DIG N1.ma:amtamr4 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF PAR ND RECREATION APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 000019 REC�ED F PP VEVE LOCATION: SEESHEETC -0.1 HORIZONTAL DATE: APRIL 9, 2012 ENCINITAS COMMUNITY PARK 10630 -G LICENSE NO.:E15610 : JOHN IPPRI :LISA RUDLAPR RECORD FROM: COUNTY OF SAN DIEGO VERTICAL APRIL 9, 2012 APRIL 9, 2012 ELEVATION: 215.640 DATUM: NGVD 29 RAYMOND W. SWARTZ P.E. EXP.: 72/37/73 DATE DATE WIND TURBINE DETAILS E -8.3 SHEETss OF 10 PLANNING CASE NO: 04-197 MUP /DP/CDP /EIA v Y m a n v Y m a n 0 s a e m r 0 J R i P r C u= a= 'a no 'n g � 0 an rc n on PLANNING CASE NO: 04197 MUP /DP/CDP /EIA PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA C� S a 0 0 J a 9 i m 0 u e n 6 ng X N C \ a f n m � N O N O N LL'N O I� PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA a 0 s a e m r 0 J R 3 $ 1a e - Y�ryN 6\ a- 'a no 'n g � 0 an rc n on PLANNING CASE NO: 04197 MUP /DP/CDP /EIA s a 0 0 J a 9 i m 0 u N n n -o �i 85 a= n m � N O N O N LL'N CZ O I� PLANNING CASE NO: 04 -197 MUP /DR/CDP /EIA 0 S w 0 0 a e q G a P n E S a- 'a n v i h do z 0 an rc n on PLANNING CASE NO: 04197 MUP /DR/CDP /EIA