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2010-10598 G (Plans)
RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERI DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIG OF WAY. FAILURE'TO DO SO WILL'RESULT INISSUANCE OF A STOP WOR NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF T OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ;ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS-=TO DRAIN AWAY FROM STRUCTURES FOR MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVE DRAINAGE FACILITY. GENERAL 1. ALL WORK SHALL, BE DONE IN ;ACCORDANCE WITH THESE PLANS, TH STANDARD SPFCIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DES1G CONSTRUCTION STANDARDS OF THE CIT7 OF ENCINITAS AND THE SAN DIEG AREA REGIONAL STANDARD DRAWINGS . ANY CHANGES OR REVISION THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO AN REQUEST F(, INSPECTION. 2. THE SOILS REPORTS TITLED " GEOTECHNICS INVESTIGATION ,FRIT PROPERTY (PARCELS A, B & C) ENCINITAS, CALIFORNIA , PROJECT NO 1029- 001 -00 DOC. NOS. 05 -0169 , OS -0170 & 05- 0171" PREPARE BY GEOTECHNICS DATED MARCH 18, 21 & 23, 2005 AND UPDATE LETTE DATED JUL1 22,2010 BY GEOTECHNICS INC. AND "CHANGE OF GEOTECHNICA CONSULTANT OF RECORD" LETTER DATED :OCTOBER 19,2011 BY GROUP DELT CONSULTANTS SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN ALL GRAD -NG SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATION AND SPECIFICATIONS CONTAINED IN SAID REPORTS AND LETTERS. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHI PUBLIC RIGHT -OF -WAY OREASEMENTS SHALL BE REQUIRED IN CONJUNCTIO WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED T PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHIN DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITIO EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHELL BE RESPONSIBLE THAT ANY MONUMENT OR BENC MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AN REPLACED BY A REGISTERED CIVILENGINEER OR A LICENSED LAN SURVEYOR. 7. THE CONTRA('I'OR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFET DEV,_�ES,INCLUING SHORING,AND SHALL BE RESPONSIBLE FOR CONFORMIN Tr ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW AND REG'ULATIUNS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) 1NILE 0 A STRUCTURE FOR HUMAN OCCUPANCY S�LALL NOT BE CONDUCTED BE'TWEE THE HOURS OF 5:30 P.M. AND 7:30 A.P. NOR ON SATURDAYS, SUNDAY AND CITY RECOGNIZED HOLIDAYS. 9. NO GRaDIN. OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTIO MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PECPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTO AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL B76SCD WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING UU1I 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO AN PROPOSED CONSTRUCTION SITE WITHIN THIS . PROJECT THE DEVELOPE SHALL SUBMIT TO AND RECEIVE APPROVAL Fr.OM THE CITY ENGINEER FO THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH AL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WIT REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK U11DEB THE GRADING PERMIT BUT PRIOR TO FINAL 6RADIN)G APPROVAL AND /OR FINAL RELEASE 0 SECURITY, AN "AS GRADED CERTIFICATION" -SHALL BE PROVIDED STATING "THE GRADING UNDER PERMIT NO. 10598 -G HAS BEEN PERFORMED I SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR A SHOWN ON THE ATTACHED AS-GRADED PLAN ". THIS STATEMENT SHALL B FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WH CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIE --OILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TES THE EXCAVATION PLACEMENT T -Ni COMPACTION OF FILLS AND BACKFILL AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS A REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION CF GRADING OPERATIONS HE SHALL STATE THA OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISIO AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS AR ACCEPTABLE FOR THEIR INTENDPD USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACE T'7 PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. H SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOININ PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIA MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUC TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEE INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AN FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVE BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO B PLACED.LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABL FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO DEPTH GF 12 INCHES AND THEN�COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLT,CE , SPREAD WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WT SPECIFICATIONS. PUBLIC W DRKS REVIEWED BY: R: \IOU9 \ &Enq` -° h Grading Plans \ *.dwq ENCINITAS FIRE DEPARTMENT GENERAL (CONT.) ROUGH GRADING PLANS FOR: NG 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE HK OR EX PRODUCE CAVATIONSMOOTH AND EMBANKMDNTS SHALLL UNIFORM BECSHAPEDEPLANTED,AND TRIMMED SEASIDE RIDGE HE ORDERLY DIRECTED CONDITION. ALL �TONESF, ROOTS AND AND LEFT OTHERIWASTE NEAT MATTER CITY OF ENCINITAS, C O U N TY OF SAN DIEGO EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO L� !� �� s� BECOME LOOSENED _SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP DR /CDP PERMIT NO. 06 -111 & 06 -112 TENTATIVE MAP NO. 06 -111 & 06 -112 OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING , ,BAIIQUITOSLAG00 ORDINANCE. \ \ \1 N CITY OF NAVE 16. ALL TREES, BRUSH, GRASS, AND OTHER 'OBJECTIONABLE MATERIAL SHALL BE COLLECTED,PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY REVIEWED BYE - - - - _ A PT. NO. 1005 (ENC -05) OF -CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R 0 S 18416 J.C.N. J.C.N. - A.S.V. Horizontal NOTIFICATIONS THE EXISTENCE AND LOCATION, _ OF UNDERGROUND UTILITY 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 E)'CEPT AS SHOWN ON THESE PLANS,HOWFVER: 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 - LEU!"",DIA WASTEWATER DIST. - (760) - 753 -3094 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITC WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - AT&T 1- 800 - 248 -3632 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.(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 WIT.I, BE SUBJECT TO REJECTION AND REMOVAL. CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP EROSION CONTRO. MEASURES (E.G. "7NDED FIBER . MATRIX, VEGETATIVE COVER, JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. RE'^ G. _0 C .E OR STUCCO WASHOUT AREAS. ( S COVERED STORAGE AREAS F. -R HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS O`!ER A PERVIOUS SURFACE). REVIEWED BY. c r Zl'RNI IDATE: -.lie QFvj<A0NS A Pp. n Date e 5 -03 PLANNING & BUILDING 1°&? f s- 8v /L.r UF-1 PARKS & RECREATION (714) 557 -5511 BY: WARMINGTON 2011 POOL, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MI- -MBER BY: WRG BUILDER I, L.P., A CALIFORNIA LIMITED PARTNERSHIP, MANAGING MEMBER BY: WARMINGTON RESIDENTIAL CALIFORNIA, INC., A CALIFORNIA CORPORATION, GENERAL PARTNER IMPERVIOUS AREAS. IMPERVIOUS _eREA PRIOR TO CONSTRUCTION: 234,74`+ S.F. IMPERVIOUS AREA AFTER CONSTRUCTION: 143,157 S.F. NET DECREASE IN IMPERVIOUS AREA: 91,592 S.F. ENVIRONMENTAL DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE: 59% MAXIMUM VERTICAL DEPTH OF CUT: 13' MAXIMUM VERTICAL DEPTH OF FILL: 6' AVERAGE DEPTH OF CUT: 22,421 C.Y. x 27 / 222,954 S.F. = 2.72' AVERAGE DEPTH OF FILL: 11,863 C.Y. x 27 / 179,679 S.F. = 1.78' EARTHWORK QUANTITIES CUT: 12,853 C.Y. (RAW = 22,421 C.Y.) FILL: 12,528 C.Y. (RAW = 11,863 C.Y.) - EXPORT: 325 C.Y. NOTE: GRADING QUANTITIES ARE ESTIMATED FOR BOND -:_NG PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAYMEN', QUANTITIES. NOTE: A PRECISE GRADING PLAN SHALL BE APPROVED & PERMITTED FOR EACH LOT PRIOR TO APPROVAL OF ANY BUILDING PERMITS FOP THAT LOT. S.D.W.D. NO: W10 -140 SAN DIEGUITO WATER DIST. PERMITS: OWNER'S CERTIFICATE WORK TO BE DONE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE THE WORK TO BE DONE CCQSISTS OF THE ITEMS INDICATED UNDER THE PLANS. "LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A THESE PLANS AND THE LATEST EDITION OF THE FOLLOWING L.ST OF REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES,, ALTERATIONS OR RECORDED DOCUMENTS: ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS 1.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER ( "GREENBOOK ") AND SUPPLEMENTS. (1997) COMPLETION OF THE IMPROVEMENTS. 2.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (2007) I 'WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GE LOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL 3.CITY OF ENCINITAS GRADING AND EXCAVATION ORDINANCE. GP DIN A STABILITY OF T} ITE. 4.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, (JULY, 1995). S /GNED 5.STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (1990). : Q�? -��- ADANI 0. PEVNEY, iiSS /STANT V /CE PRESIDE DATE 6.CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST .BROON,cleLD ENCINITAS LLC MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF /2 8105 PO/A/TE DEL MAR, SU /TE 200 CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST DEG MAR , CA 92 014- MANAGEMENT PRACTICES (BMP) MANUAL. (85 8) ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER OR HIS DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION. LEGEND SUBDIVISION BOUNDARY ............................... UNDERCUT LINE ...... ............................... SOILS ENGINEER CERTIFICATE LOT LINE ............. ............................... I, TOM CANADY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CURB LINE ............ ........... .................... CALIFORNIA,PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE LOT NUMBER ......... ............................... 12 SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY GEOTECHNICS INC. IN MARCH, 2005 ONE COMPLETE COPY OF EACH OF THE PAD ELEVATION.... .. ...... : ........................ P=456.7 SOILS REPORTS COMPILED FROM THIS STUDY AND AN UPDATED LETTER EXISTING CONTOURS .............. DATED JULY 22, 2010, BY GEOTECHNICS INC. , HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER . FURTHERMORE, I HAVE REVIEWED PROPOSED r 'ITSH CONTOURS ........................... THESE GRADING GRADING PLANS & UPDATE LETTER AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT EXISTING FINISH SURFACE ELEVATIONS .. .............. IFS HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS PER MY "CHANGE OF GEOTECHNICAL CONSULTANT OF RECORD" LETTER DATED FINISH SURFACE ELEVATIONS .......................... >�•0 OCTOBER 19, 2011. 400.0 FLOW LINE ELEVATION . ............................... FL SIGNED: �./�- 3 TOP OF CURB ................ • , • • • 400.0 ................... THOMAS B. CF_NADY ,._ DATE FINISH GRADE ELEVATION .......................... 40.0 P.E. NO . 5(',,j57 E 400 FG 0 EXP. DATE' 06/30/2013 TOP OF GRATE ELEVATION ............ ................ TG PROJECT NO.: GI, SD182 ;,� ;, INVERT ELEVATION ................................... 400.0 GROUP DELTA C( _1SULTANTS &ww f'nI; 400.0 CLEAN OUT ELEVATION ................................ 9'-45 ACTIVITY ROAD, SUITE 103 CO SAN DIEGO, CA 92126 6 30 13 xa ��„ STORM DRAIN ................SDRSD..D -60, D-61 ....... (858) 536 -1000 PY 4, -- TYPE F CATCH BASIN......... SDRSD..D- 7 .............. -� - -- - WDID /NOI CERTIFICATE 11 ''` I - TYPE A CLEANOUT ............ SDRSD..D -9, D- 11 .... .... w DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS .. .. .. .. .. .. TYPE B CURB INLET .......... SDRSD..D -2 .. OF STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF CONCRETE LUG ...............SDRSD D- 63............. - ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A CUT SLOPE (2:1 MAXIMUM ) ..............,............. _ Y _ Y ONITORING PROGRAM PLAN SH'�LL BE DEVELOPED AND IMPLEMENTED 'ONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A FILL SLOPE (2:1 MAXIMUM). COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS EROJECT SWPPP SHALL BE FILED WITH THE TOP /BOTTOM OF SLOPE . ............................... _ - - - - - - CITY OF ENCINITAS; FURTHER,A COPY OF THE COMPLETED NOI FROM SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH CROSS GUTTER ............... SDRSD..G- 12............. THE CITY ENC S WHEN RECEIVED. (FOR REFERENCE ONLY) ® BROW DITCH ...•.. . .......SDRSD..D- 75 ............. WDID # 31G?j(prj �-1?� CUT AND FILL LINE .. ............................... _ C 1 DAYLIGHT LINE ...... ............................... -F 9 /GNED:- !:7) EARTHEN SWALE ...... ............................... ADAM 0. PEV/VE) ASS /STA/VT- V /CE PRESIDENT DA EXISTING FENCE ...... ............................... ,BR001<P1EL D ENC /N /TAG 1-1-r- EXISTING TREE ............................... /2,8!05 POIIVTEDELMAR SUITE 200 DEG M AR, C A 92 O/¢ EASEMENT LINE ....... ............................... - - - - (858i 481 -8500 7.49 .. - FLOW DIRECTION ...... ............................... .�. EXISTING SURVEY MONUMENT ........................ STATEMENT OF ENGINEER OF WORK - BIO -FENCE .......... ............................... a a THE UNDERSIGNED ENGINEER AGREES THAT THE WORK - PERFORMED BY THE SILT -FENCE ................ ........................ -X -X-- ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEE•R'S TRADE OR PROFESSION. THE ,ENGINEER RETAINING WALL ..... ............................... FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN PERFORATED 4" -6" PVC PIPE W/ CLEAN OUT ............. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVr- -V AREA SUBJECT TO INITIAL EXCAVATION & SOIL DISPOSAL PERFORMED BY THE CITY of ENCINITAS IN ITS CAPACITY AS A PUBLIC PER ADVANTAGE ENVIRONMENTAL CONSULTANTS, LLC E ENTITY FOR THE PLLNS PREPARED BY THE ENGINER IS NOT A (7,540 SQ. FT.).. .............. ................... DETERMINATION BY THE CITY OF ENCINITAS OF '!'HE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, ARID IT THEREFORE TERMINATOR FOR REFERENCE (PER SDG &E DPAWING'. ... DOES NOT RELIEVE THL ENGINEER OF RESPONSIBILITY FOR THE PLANS OR - DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO TRANSFORMER FOR REFERENCE (PER SDG &E DRAWIN;) ...... INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS HANDHOLE FOR REFERENCE (PER SDG &E DRAWING)......... 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 PERF(,iMED BY THE ENGINEER. SIGNED: ALISA S. VIALPA 0 R.C.E. NO. 47945. EXP. DATE: 12/31/201 HUNSAKER & ASSOCIATES 9707 WAPLES ST. SAN DIEGO, CA. 92121 (858) 558 -4500 1x1.2.11 L� !� �� s� �l/`• �� ���� DR /CDP PERMIT NO. 06 -111 & 06 -112 TENTATIVE MAP NO. 06 -111 & 06 -112 DATE:• BY: DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED CITY OF ENCINITAS ,BENCH MARK SCALE Desigr -d By Drawn B Checked By REVIEWED BYE - - - - _ A PT. NO. 1005 (ENC -05) OF -CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R 0 S 18416 J.C.N. J.C.N. - A.S.V. Horizontal 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 PERF(,iMED BY THE ENGINEER. SIGNED: ALISA S. VIALPA 0 R.C.E. NO. 47945. EXP. DATE: 12/31/201 HUNSAKER & ASSOCIATES 9707 WAPLES ST. SAN DIEGO, CA. 92121 (858) 558 -4500 1x1.2.11 L� !� �� s� �l/`• �� ���� DR /CDP PERMIT NO. 06 -111 & 06 -112 TENTATIVE MAP NO. 06 -111 & 06 -112 DATE:• BY: DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED CITY OF ENCINITAS ,BENCH MARK SCALE Desigr -d By Drawn B Checked By REVIEWED BYE - - - - _ A PT. NO. 1005 (ENC -05) OF -CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R 0 S 18416 J.C.N. J.C.N. - A.S.V. Horizontal DESCRIPTION: 2" I.P. W/TAG -RCE 29577" AT A N/A /Plans P;LPA ar d U der Supenrsion Oy By: _ 20' 0/S TO THE CENTER OF CUL -DE -SAC AT NE (G6� Date �/ _ END OF ARBOR CT. ELY.= 174.391' (NAVD'88) Vertical 47945 - Date: q/ITF N/A ALISA S. VIA DO R.C.E. No. DATE WUNAI URC AL /SA S. V1ALPA&100 P.E. No. Q -7945 Printed Name My Registration Expires / - Discipline Cf_ STORMWATER TREATMENT STATUS: PRIORITY PROJECT TYPE OF TREATMENT: BIO- RETENTION LIMITED ACCESS: YES MAIN(ENANCE RESPONSIBILI"Y: HOA MAINTENANCE AGREEMENT: DATF:1.1110I11 By: LA C A. W�. (P( Date: ` _ 2011 - AS DOC. 110 1a!ltlZZ SHEETINDEX SHEET #1: NOTES, VICINITY MAP & LEGEND SHEET #2: KEY MAP & NOTES SHEET #3: STREET SECTIONS, DETAILS & IMP /DMA EXHIBIT SHEET #4: ROUGH GRADTNG SHEET #5: EROSION CONTROL PLAN S/ V I <Noq LANDSCAPE PLAN: 4,., 0P S• A SHEET #6: RECYCLED WATER TITLE SHEET SHEETS #7 -11: IRRIGATION PLAN & LEGEND No. 47945 SHEETS #12 --16: D71" TT,S, rIOTFS, CALCS s. Exp. 12/31/11 SHEETS #17 -20: PLANTING PLAN ' �ynq� SHEET #21: PLANTING DETAILS & N07 =S rq `�-'! LAN G SPECIFICATIONS ©SHEET-4 #23 -24: PROTOTl WALL DETA /GS GIIEET 4t25: MODEL PRECIZE GRADING SHEET #:Z&: PHASE / PREC% E GRAD/AfG HUNSAY.ER 5H¢Ls1 a 1 ?: P14A{EII PKL°4aSL r-AAQfA1G f o A I& ASSOCIATES SHE &T . 160-1.4 PACCrIL' GI(AOrA/G S A N D I" '. �. I N C S"EE► *30 PKEC /SE 6RAPIA1 APN PLP.NNING 9701 Yvaples Street ENGINEERING San Diego, Ca 92'121 254 - .3751 -32 MA 00-W) e SURVEYING PH(858)558-4500 FY(858)558'114 264-.35/-30 t 31 (TM D(0 -//;2) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT 2-wing No. - ROUGH GRADING PLANS F01'• SEASIDE R I D^ C 10598_G WORKS DIR. NORMANDY STREET & URANIA AVENUE 06 -111 TM CDP EIR DR & ')6 -112 TM CDP EIR DR SHEET Oil OF 30` 0 L LJ C ( V 0- F CAI J w cnc3 0 r\ N 0 r\ _o O CS z 0 W 4 SHEETS #17 -20: PLANTING PLAN ' �ynq� SHEET #21: PLANTING DETAILS & N07 =S rq `�-'! LAN G SPECIFICATIONS ©SHEET-4 #23 -24: PROTOTl WALL DETA /GS GIIEET 4t25: MODEL PRECIZE GRADING SHEET #:Z&: PHASE / PREC% E GRAD/AfG HUNSAY.ER 5H¢Ls1 a 1 ?: P14A{EII PKL°4aSL r-AAQfA1G f o A I& ASSOCIATES SHE &T . 160-1.4 PACCrIL' GI(AOrA/G S A N D I" '. �. I N C S"EE► *30 PKEC /SE 6RAPIA1 APN PLP.NNING 9701 Yvaples Street ENGINEERING San Diego, Ca 92'121 254 - .3751 -32 MA 00-W) e SURVEYING PH(858)558-4500 FY(858)558'114 264-.35/-30 t 31 (TM D(0 -//;2) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT 2-wing No. - ROUGH GRADING PLANS F01'• SEASIDE R I D^ C 10598_G WORKS DIR. NORMANDY STREET & URANIA AVENUE 06 -111 TM CDP EIR DR & ')6 -112 TM CDP EIR DR SHEET Oil OF 30` 0 L LJ C ( V 0- F CAI J w cnc3 0 r\ N 0 r\ _o O CS z 0 W 4 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT 2-wing No. - ROUGH GRADING PLANS F01'• SEASIDE R I D^ C 10598_G WORKS DIR. NORMANDY STREET & URANIA AVENUE 06 -111 TM CDP EIR DR & ')6 -112 TM CDP EIR DR SHEET Oil OF 30` 0 L LJ C ( V 0- F CAI J w cnc3 0 r\ N 0 r\ _o O CS z 0 W 4 STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP 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 PUBLIC STORM DRAIN SYSTEM. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION 'e•> .I I ..... .I FOR REFERENCE CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS .SHALL VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING THIS SHALL INCLUDE USING MATERIAL SUCH AS CORRUGATED STEEL PANELS /PLATES. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. BE PROVIDED FOR DIRT OFF SITE. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED 'GRAVEL AND /OR BMP /IMP FACILITIES. AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL DESIGNATEDO� VEHICLES FORCONSTRUCTION VEHICLES PARKING, VEHICLE REFUILENG, 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP IMP FACILITY /'+ AND /OR THE TURF /LANDSCAPED,AREAS. TYPICAL SIDEYARD GRADING \ I A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE (PAD LOWER THAN ADJACENT PAD) AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SH__LL BE OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES N.T.S. MADE OFF -SITE. �5 N _ _ TO AN ADEQUATE IMP /BMP. j� EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE (� r R OR TOP OF SLOPE 10, . SURFACES ESPECIALLY SHAL L BE PROTECTED AGAINST EROSION BY IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. IMP/BMP. i I 4 1' BERM TO BE MAINTAINED t ¢ .'r DURING ROUGH ROUGH GRADING] - L. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE 11 �- WEATHER. 'z u' MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. DIVERSION DIKES SHILL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND / \ / /•� •!� /�? %MIN - W THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN �� �!`� \� '`• - - - -� '� ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A / '� 15'p EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. $EPAALLEEXISTING ENGINEERING E OBTAINED. T AND PROPOSEDTRASHENCLOSURES SHALL BE FITTED TO TYPICAL SIDEYARD GRADING REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY ra COMPLY WITH STORM WATER BEST MANAGEMEN -T PRACTICE REQUIREMENTS. fi REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS (PAD SAME ELEVATION AS ADJACENT PAD) ,70, �, UNNECESSARILY; THEY HELP DECREASE EROSION. THE TRASH .ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE -- N.T.S. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NQT IN USE. A BERM CONSTRUCTION IS NOT IMMEDIATELY LANNED FOR EROSION CONTROL SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT - PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER 10, PL ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED ,- -S PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE EXCAVATION AND GRADING ACTIVITIES ARC COMPLETE. ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT 3' MIN, 7' WATER USAGE FOR DUST CONTROL SHALL HE MINIMIZED. DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND FOR 1 ON -SITE CONSTRUCTION MATERIAL STORAGE IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND REFERENCE SANITARY SEWER SYSTEM NOT TO PLANTERS �- �'�;� 10' STORED MATERIALS SHALL HE C_QNTAINED IN A SECURE PLACE TO PREVENT DISCHARGED INTO THE PUBLIC OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE REQUIRED FOR THIS STRUCTURE. .'o.; BLDG. PAD ELEV. THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE ' ., 15' k SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. i MtN / 7 MAX' M j\ % ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT RESOLUTION NOTES: 219'MAx. 2j% MAX. / ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT - ELEV. MUST BEEQUAL CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY TM 06-111: TO BLDG. PAD ELEV. OR ! FROM CONCENTRATED STORMWATER FLOW AND STORMDRAIN INLETS. HIGHER STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION AFFORDABLE HOUSING NOTE: �+ �+ '�° '' ✓ MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER CONDITION SCA OF CITY OF ENCINITAS RESOLUTION 2009 -04 AUTHORIZES TYPICAL SIDEYARD GRADING AROUND THE PERIMETER AT ALL TIMES. THE DEVELOPMENT OF NINE (9) SINGLE - FAMILY RESIDENTIAL LOTS, AND PAD) PAD HIGHER THAN ADJACEN / T' Y5 ;f TRAINING INCLUDES THE RESERVATION OF LOT 6 AS AN AFFORDABLE UNIT FOR VERY \ CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF LOW INCOME TENANTS, IN ACCORDANCE WITH SECTION 65915 OF THE N.T.S.�� ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF CALIFORNIA GOVERNMENT CODE. PROP EASTERLYI, ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS.THESE BMP FUTURE RESIDENTIAL CONSTRUCTION NOTE:. R.O.W. - NOTES SHALL HE AVAILABLE TO EVERYONE WORKING ON SITE.THE PROPERTY CONDITION SCE OF CITY OF ENCINITAS RESOLUTION 2009 -04 RESTRICTS EXIST. EXIST. OWNER(S) AND THE PRIME ONTRACTOR MUST INFORM SUBCONTRACTORS DEDICATION OF ROW CONSTRUCTION OF FUTURE RESIDENCES ON LOTS 1 AND 8 TO BE ONE (1) WESTERLY R.O.W. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. PER MAP FOR TM 06 -1 'I crz.•„>,sE. STORY AND 18 FEET IN HEIGHT CHIMNEYS MAY BE ALLOWED AN R. W. 25'12 7' C/L 17' 1 8' 2' & TM 06 -112 `j ADDITIONAL TWO (2) FEET IN COMPLIANCE WITH THE REQUIREMENTS FOR - - -- WASTE MANAGEMENT CHIMNEYS ABOVE THE ROOF LINE AS PER MUNICIPAL CODE SECTION REMOVE & 3 14 5' NORTH WESTERLY ,�I 'I LEGEND. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSIN G OF ALL * ** 30. 16.O1OB6(a)(2). WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR REPLACE O is PROP WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE - U 2 I SHEET N0 . ............................ LOT AREAS: SETBACK NOTE: CONVEYANCE SYSTEM I�S STRICTLY PROHIBITED - � R 0 W WITH ANY TRASH MATERIAL. CONDITION SCA OF CITY OF ENCINITAS RESOLUTION 2009 -05 AUTHORIZES * *ROADSIDE s THE DEVELOPMENT OF FOURTEEN (14) SINGLE- FAMILY RESIDENTIAL LOTS, TREATMENT MANY CONSTRUCTION NTATERIALS ,INCLUDING SOLVENTS,WATER -BASED PAINTS AND INCLUDES THE RESERVATION OF LOT 10 AS AN'AFFORDABLE UNIT FOR `- URA NIA AVENUE FLOW- THROUGH VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED VERY LOW INCOME TENANTS, IN ACCORDANCE WITH SECTION 65915 OF THE PLANTER �(;• VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE CALIFORNIA GOVERNMENT CODE. - - -_ N.T.S. TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL FUTURE RESIDENTIAL CONSTRUCTION NOTE: 6 "X16" PCC FLUSH CURB THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7L4 -1195. FOR CONDITION SCE OF CITY OF ENCINITAS RESOLUTION 2009 -05 RESTRICTS AT EDGE OF PAVING INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO <Tf CONSTRUCTION OF FUTURE RESIDENCES ON LOTS 8, 12, 13,AND 14 TO BE (760) 436 -4151. ONE (1) STORY AND 18 FEET IN HEIGHT. CHIMNEYS MAY BE ALLOWED AN ADDITIONAL TWO (2) FEET IN COMPLIANCE WITH THE REQUIREMENTS FOR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS CHIMNEYS ABOVE THE ROOF LINE AS PER MUNICIPAL CODE SECTION AND RECYCLING RECEPTACLES AROUND THE SITE.. 30.16.01OB6(a)(2). PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED SETBACK NOTE: - FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY PER THE ENCINITAS MUNICIPAL CODE SEC. 30.16.01OB11c ONE HALF OF CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN THE FRONT YARD SETBACKS CAN BE REDUCED UP TO 25 %. INLETS ON PERVIOUS SURFACES. THESE LOTS INCLUDE: (TM 06 -112) LOTS 2, 7, 8, 9, 10, 11 & 13 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 4 P/L (SLOPING) FINISH GRADE I P/L (LEVEL) PL (SLOPING BACKFILL) I SOUTH WESTERLY _ 42.5 SAN DIEGUITO WATER DIST. PUBLIC WATER ESMT. & LEUCADIA WASTE WATER DIST. PUBLIC SEWER ESMT. 10' MIN. ?� __m - PER THE ENCINITAS MUNICIPAL CODE SEC. 30.16; 01OBllc ONE HALF OF (PER 10598 -1) lY X 29" 2% ( ) W (n P.) 2 DEDICATION OF EXIST. STORM DRAIN ....................... - EXIST LOT NO . . ............................... 23 NO SEEPAGE FROM DUMPSTERS SHAL L BE DISCHARGED INTO STORMWATER. THE FRONT YARD SETBACKS CAN BE REDUCED UP TO 25`% - �-� - c? •� ROW PER MAP R.O.W. C/L SOUTH EASTERLY R.O.W. SUBDIVISION BOUNDARY ....... BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE THESE LOTS INCLUDE: (TM 06113) LOTS 8& 9'` MATCH 9� FOR TM 06 -112 T 3' '" 17'- 30' - ===� - NATURAL STORM RUNOFF. DUMPSTERS SHALL HE CHECKED FREQUENTLY FOR -, EXIST. AC _ s 9 �f 'G PRESERVE EXISTING ( ** *REMOVE & RIGHT OF WAY ...................... LEAKS.DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS TM 06-112: BERM SEE IMPROVEMENT PLAN (10598 -1) SIDEWALK -7' (PER 10598 -1) REPLACE' LOT LINE .............................. WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS FLOWLINE FOR MOD. CURB DETAIL (TAN COLORED 2" - ,ROOTING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT AFFORDABLE HOUSING NOTE: PERVIOUS CONCRETE) CURB ..... ........................•.•.... % TYP) 2.�' (TYP ) WITH ANY TRASH MATERIAL. CONDITION SCA OF CITY OF ENCINITAS RESOLUTION 2009 -05 AUTHORIZES * *ROADSIDE s THE DEVELOPMENT OF FOURTEEN (14) SINGLE- FAMILY RESIDENTIAL LOTS, TREATMENT MANY CONSTRUCTION NTATERIALS ,INCLUDING SOLVENTS,WATER -BASED PAINTS AND INCLUDES THE RESERVATION OF LOT 10 AS AN'AFFORDABLE UNIT FOR `- URA NIA AVENUE FLOW- THROUGH VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED VERY LOW INCOME TENANTS, IN ACCORDANCE WITH SECTION 65915 OF THE PLANTER �(;• VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE CALIFORNIA GOVERNMENT CODE. - - -_ N.T.S. TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL FUTURE RESIDENTIAL CONSTRUCTION NOTE: 6 "X16" PCC FLUSH CURB THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7L4 -1195. FOR CONDITION SCE OF CITY OF ENCINITAS RESOLUTION 2009 -05 RESTRICTS AT EDGE OF PAVING INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO <Tf CONSTRUCTION OF FUTURE RESIDENCES ON LOTS 8, 12, 13,AND 14 TO BE (760) 436 -4151. ONE (1) STORY AND 18 FEET IN HEIGHT. CHIMNEYS MAY BE ALLOWED AN ADDITIONAL TWO (2) FEET IN COMPLIANCE WITH THE REQUIREMENTS FOR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS CHIMNEYS ABOVE THE ROOF LINE AS PER MUNICIPAL CODE SECTION AND RECYCLING RECEPTACLES AROUND THE SITE.. 30.16.01OB6(a)(2). PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED SETBACK NOTE: - FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY PER THE ENCINITAS MUNICIPAL CODE SEC. 30.16.01OB11c ONE HALF OF CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN THE FRONT YARD SETBACKS CAN BE REDUCED UP TO 25 %. INLETS ON PERVIOUS SURFACES. THESE LOTS INCLUDE: (TM 06 -112) LOTS 2, 7, 8, 9, 10, 11 & 13 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 4 P/L (SLOPING) FINISH GRADE I P/L (LEVEL) PL (SLOPING BACKFILL) I SOUTH WESTERLY _ 42.5 SAN DIEGUITO WATER DIST. PUBLIC WATER ESMT. & LEUCADIA WASTE WATER DIST. PUBLIC SEWER ESMT. 10' MIN. ?� __m - - -- ( (PER 10598 -1) STORM DRAIN ....................... - - - - - MATCH EXIST. AC - - BERM FLOWLINE C CURB INLET .......................... n - 6 "X16 " - 6'X24" PCC FLUSH CURB n AT EDGE OF PAVING C CLEANOUT ............................. - - ===� - * TURFBLOCK BMP SWALE PER DETAIL ON T THIS SHEET F FUTURE SEWER MAIN ............. _ _ s (NOTE. ALL EFFORTS SHALL BE MADE TO P PRESERVE EXISTING ( (PER 10598 -1) MATURE VEGETATIONS ALONG NORMANDY R ROAD.) F FUTURE WATER MAIN ............. W W NORMANDY ROAD ( (PER 10598 -1) POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS CHIMNEYS ABOVE THE ROOF LINE AS PER MUNICIPAL CODE SECTION AND RECYCLING RECEPTACLES AROUND THE SITE.. 30.16.01OB6(a)(2). PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED SETBACK NOTE: - FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY PER THE ENCINITAS MUNICIPAL CODE SEC. 30.16.01OB11c ONE HALF OF CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN THE FRONT YARD SETBACKS CAN BE REDUCED UP TO 25 %. INLETS ON PERVIOUS SURFACES. THESE LOTS INCLUDE: (TM 06 -112) LOTS 2, 7, 8, 9, 10, 11 & 13 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 4 P/L (SLOPING) FINISH GRADE I P/L (LEVEL) PL (SLOPING BACKFILL) I SOUTH WESTERLY _ 42.5 SAN DIEGUITO WATER DIST. PUBLIC WATER ESMT. & LEUCADIA WASTE WATER DIST. PUBLIC SEWER ESMT. 10' MIN. ?� __m - - -- ( (PER 10598 -1) STORM DRAIN ....................... - - - - - MATCH EXIST. AC - - BERM FLOWLINE C CURB INLET .......................... n - 6 "X16 " - 6'X24" PCC FLUSH CURB n AT EDGE OF PAVING C CLEANOUT ............................. - - ===� - * TURFBLOCK BMP SWALE PER DETAIL ON T THIS SHEET F FUTURE SEWER MAIN ............. _ _ s (NOTE. ALL EFFORTS SHALL BE MADE TO P PRESERVE EXISTING ( (PER 10598 -1) MATURE VEGETATIONS ALONG NORMANDY R ROAD.) F FUTURE WATER MAIN ............. W W NORMANDY ROAD ( (PER 10598 -1) 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 4 P/L (SLOPING) FINISH GRADE I P/L (LEVEL) PL (SLOPING BACKFILL) I SOUTH WESTERLY _ 42.5 SAN DIEGUITO WATER DIST. PUBLIC WATER ESMT. & LEUCADIA WASTE WATER DIST. PUBLIC SEWER ESMT. 10' MIN. ?� __m - - -- ( (PER 10598 -1) STORM DRAIN ....................... - - - - - MATCH EXIST. AC - - BERM FLOWLINE C CURB INLET .......................... n - 6 "X16 " - 6'X24" PCC FLUSH CURB n AT EDGE OF PAVING C CLEANOUT ............................. - - ===� - * TURFBLOCK BMP SWALE PER DETAIL ON T THIS SHEET F FUTURE SEWER MAIN ............. _ _ s (NOTE. ALL EFFORTS SHALL BE MADE TO P PRESERVE EXISTING ( (PER 10598 -1) MATURE VEGETATIONS ALONG NORMANDY R ROAD.) F FUTURE WATER MAIN ............. W W NORMANDY ROAD ( (PER 10598 -1) MANHOLE. NOTES: ** ROADSIDE TREATMENT SWALES, TURFBLOCK & NON- STANDARD MODIFIED CURB & GUTTER TO BE MAINTAINED BY HOA PER "ENCROACHMENT MAINTENANCE REMOVAL COVENANT" REC. 11/30/11 AS DOC.2011- 0640467 * ** NORMANDY ROAD: (4" A.C. 114" A.B. OR 11" A.C.) & URANIA AVENUE: (4" A.C.113.5" A.B. OR 11.5" A.C.) PER "R -VALUE TEST RESULTS AND PAVEMENT RECOMMENDATIONS" DATED 09116110 BY GROUP DELTA CONSULTANTS INC. PL NORTHERLY 52' SAN DIEGUITO WATER DIST. PUBLIC WATER ESMT. & LEUCADIA WASTE WATER DIST. PUBLIC SEWER ESMT. 2. K . PL FINISH GRADE I (� NORTH PEASTERLY PEDESTRIAN ACCESS, 9.5' PL 33' SOUTHERLY9.5' PEDEST (LEVEL BACKFILL) 33' 9.5' PEDESTRIAN ACCESS, DRAINAGE & GENERA PEDESTRIAN PUBLIC ESMT. FOR PRIVATE STREETS DRAINA PUBLIC ESMT. FOR PRIVATE STREETS DRAINAGE & GENERAL UTILITY ESMT. ACCESS ESMT. UTILITY UTILITY ESMT. 3 PRIVATE 0.5' 16' 16' 0.5' 0.5' 16' 16' 0.5' LANDSCAPE \ ESMT. 5' 5' 2.5, r?� 5' q L RETAINING WALL PER RS.D. a ca *A: C. PAVEMEN �P�, *A.C. PAVEMEN C -1 FOR LEVEL BACKFILL AND �y &BASE r 2% & BASE PER R.S.D. C -4 FOR SLOPING 6" MIN. b' 2% BACKFILL AS SHOWN ON PLAN ° MIN ?� 29 2% �P 2% FUTURE SE... N. T'S. FUTURE FIRE HYDRANT........ EARTHEN SWALE NQT TO SCALE � � TYPE 'F' CATCH BASIN �j PER S.D.R.S.D. D -7 o G0 O 0.13' Net Lot - Gross TM Lot # Lot (It-') 06-111 1 15,020 2 13, 632 3 15,109 4 17, 060 5 15,142 6 7,612 7 13,644 8 14,082 9 19,606 06-112 1 23,130 2 19,599 3 23, 523 4 23,612 5 15,913 6 12,109 7 14,884 8 14,417 9 8,874 10 7,506 11 12,295 12 18,266 13 16,345 14 15,994 SANDY COURT (PRIV) 6,238 DOLPHIN CIRCLE (PRIV) 9,558 TUSCANY COURT (PRIV) 15,67!; g W CL � V V 0 cc Q' W o��R Q V Lu cn 0 It 276 15 219<' M X. �P 2i7" I I 20" �4� L1 3 I 20 '� / ��0 / P 5. V Ig4A < _ I - y <- RETAINING WALL DRAINS ° - - SIDEWALK 'G -T - `~v` 9Z° HUNSAIIJ:R - - - - -- --- -- - - - - -- ----- - - - --- PER REPORT REFERENCED UNDERCUT FIRE HYDRANT PER W.A.S. WF -04 6" TYPE G -1' UNDERCUT / ° r\ IN GENERAL NOTE N0. 9 _ 6" TYPE G -2' SIDEWALK 'G -7' / w No. 47945 N CURB & GUTTER CURB 6" TYPE GUTTER ,� p 12/31/11 0 ON SHT. 1 6" TYPE 'G -3' CURB & GUTTER CURB &GUTTER\ o Ex DOLPHIN CIRCLE (PRIVATE) & _ SA ASSOCIATES / h �, S A N D I E C Q I N C O TYPICAL LOT GRA ®ING TUSCANY COURT (PRIVATE) *NOTE. F'�A o SANDY COURT (PRIVATE) rr tt PLANNING 9707 Waples Street (SECTION THRU RETAINING WALL WHERE REQUIRED) N.T.S. DITCH TO F CATCH BASIN 1. MINIMUM SECTION = 4" AC /6" CLASS 11 BASE N.T.S. ENGINEERING San Diego, Ca ^2121 0 N.T.S. 2. FINAL STRUCTURAL SECTION TO BE DETERMINED BY R -VALUE TESTING. TRANSITION SURVEYING PH(858)558.4500 FX(858)558-1414 Z NOT TO SCALE REVISIONS App'd Date REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 6 AS-A WIL - PT. NO. 1065 (ENC -05) OF CITY OF ENCINITAS O.C.N. O.C.N. A.S.V. - - .SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal - KEY MAP & DETAILS: �+ p c�+ p DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A 1" =100' Ions Pr p red Under SLlpervisiorryy 0 gy; By: :6R_114-011c_ SEASIDE RIDGE 10598 20' O/S TO THE CENTER OF CUL -DE -SAC AT NE Date W3- /�! MASIH MAHER LA EN E A. WATT (PUBLI WORKS DIR. NORMANDY STREET &URANIA AVENUE END OF ARBOR, CT. ELV.= 174.391' (NAVD'88) Vertical 47945 Date: 12 S - L ' A ALISA S. VALP DO R.C.E. o. / Date: - �� 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SHEET 02 OF 2 Z AS BUILt g W CL � V V 0 cc Q' W o��R Q V Lu cn 0 It 276 15 219<' M X. �P 2i7" I I 20" �4� L1 3 I 20 '� / ��0 / P 5. V Ig4A < _ I - y <- RETAINING WALL DRAINS ° - - SIDEWALK 'G -T - `~v` 9Z° HUNSAIIJ:R - - - - -- --- -- - - - - -- ----- - - - --- PER REPORT REFERENCED UNDERCUT FIRE HYDRANT PER W.A.S. WF -04 6" TYPE G -1' UNDERCUT / ° r\ IN GENERAL NOTE N0. 9 _ 6" TYPE G -2' SIDEWALK 'G -7' / w No. 47945 N CURB & GUTTER CURB 6" TYPE GUTTER ,� p 12/31/11 0 ON SHT. 1 6" TYPE 'G -3' CURB & GUTTER CURB &GUTTER\ o Ex DOLPHIN CIRCLE (PRIVATE) & _ SA ASSOCIATES / h �, S A N D I E C Q I N C O TYPICAL LOT GRA ®ING TUSCANY COURT (PRIVATE) *NOTE. F'�A o SANDY COURT (PRIVATE) rr tt PLANNING 9707 Waples Street (SECTION THRU RETAINING WALL WHERE REQUIRED) N.T.S. DITCH TO F CATCH BASIN 1. MINIMUM SECTION = 4" AC /6" CLASS 11 BASE N.T.S. ENGINEERING San Diego, Ca ^2121 0 N.T.S. 2. FINAL STRUCTURAL SECTION TO BE DETERMINED BY R -VALUE TESTING. TRANSITION SURVEYING PH(858)558.4500 FX(858)558-1414 Z NOT TO SCALE REVISIONS App'd Date REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 6 AS-A WIL - PT. NO. 1065 (ENC -05) OF CITY OF ENCINITAS O.C.N. O.C.N. A.S.V. - - .SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal - KEY MAP & DETAILS: �+ p c�+ p DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A 1" =100' Ions Pr p red Under SLlpervisiorryy 0 gy; By: :6R_114-011c_ SEASIDE RIDGE 10598 20' O/S TO THE CENTER OF CUL -DE -SAC AT NE Date W3- /�! MASIH MAHER LA EN E A. WATT (PUBLI WORKS DIR. NORMANDY STREET &URANIA AVENUE END OF ARBOR, CT. ELV.= 174.391' (NAVD'88) Vertical 47945 Date: 12 S - L ' A ALISA S. VALP DO R.C.E. o. / Date: - �� 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SHEET 02 OF 2 Z AS BUILt SEE IMPROVEMENT PLAN PER SIDEWALK D.R.S.D. G -7 2.1 M (10598 -1) FOR MOD. IORETENTIOIN NOT TO SCALE CURB DETAIL 179. 179.7 FS rs PER DETAIL ON THIS SHEET) 2.5' -3' FG CONTINUE SLOPE SLOPE PERVIOUS tiQI 177.7 FG SUBDRAIN CONNECTION TO STORM DRAIN SYSTEM OF GUTTER TO SWALE CONCRETE r- LINER SIDEWALK 6 PERFORATED PIPE SEE IMPROVEMENT PLAN NOT TO SCALE (10598 -I) FOR MOD. �- -LINER 6" PERFORATED PIPE LINER R SOW CURB DETAIL ° ROADSIDE TREATMENT SWALE L - - - - - -0 - - - - - - - (PER DETAIL ON THIS SHEET) SEE SHEET 02 FOR �I PROP 4.5' 0.5' 5' PCC SIDEWALK I STREET SECTION SECTION B- B R. 0. W. (PER S.D.R.S.D. G -7) ° 2$ NOT TO SCALE 5' 0.5' 4' 1' SEE IMPROVEMENT PLAN 2.5'-3' 2% 2.5' 2.5' (10598 -1) FOR MOD. p• CURB DETAIL N f// PROP PRIVATE DRAINAGE EASEMENT SEE SHEET 02 FOR �l I II 2% SEE SHEET 02 FOR 2 %, ROW STREET SECTION _ -_ STREET SECTION __ ° `'> 0.5' -0.75' 1 ' 4.5' 9.5' 2% 2% 6,. 10% 6.5% i LOT #8 (TM 06 -111) 2'v 0.5' ? 0.5'- 0.75' \j��/ ROADSIDE TREATMENT SWALE PAD= 181.4 \/ 11q I \�/ PCC SIDEWALK "= SEE LANDSCAPE PLANS J� \\ (SEE DETAIL ON THIS SHEET) SEE IMPROVEMENT PLA PER S.D.R.S.D. G -7 IORETENTION 1 M FOR PLANTING DETAIL III III III DEEP ROOTED, DENSE, DROUGHT TOLERANT t I t I Z (10598 -I) FOR MOD. I�PPHIS ER DETAIL ON Z' o 0 0.0 I III = 111 =III CURB DETAIL 178.0 178.6 FS ! SHEET) 6" MIN. 6 "X16" PCC FLUSH CURB III- III -�1 PLANTING` SUITABLE FOR WELL DRAINED SOIL MODIFIED TYPE A A.C. DIKE PER S.D.R.S.D. G -5 s 6'X16 " - 6'X24" PCC FLUSH /I 30 MIL VISCUEEN LINER I- III = III -III (CAREX PANSA - CALIFORNIA MEADOW SEDGE ?: FG _ NOT TO SCALE 177FG CURB AT EDGE OF PAVING TURFBLOCK PAl/ERS OR APPROVED PER LANDSCAPE PLANS _ ms:µ EQUIVELENT (MIN. 3" THICK) L= III -� =III ONE LAYER OF COBBLE) Lij 6 PERFORATED PIPE - -LINER LINER 30 21 L OF 3/8 VISCUEEN 3/4" GRAVEL 30 MIL VISCUEEN LINER 11=1 I -T 18" MIN. ENGINEERED SOIL* IMP SIZING CALCULATIONS: 1- O'J 1 - 1 6" OF 3/4" GRAVEL OPT. 1 -2" SAND LAYER FOR LEVELING 6" PERFORATED PVC o 2" OF 3/8" CRUSHED ROCK DMA 1 DMA 2 DMA 3 Z NO VISCUEEN LINER AT BOTTOM UNDERDRAIN TO BE �� 12" OF 3/4" CRUSHED ROCK ROADSIDE TREATMENT SWALE CONNECTED PERFORATED PIPE CONNECTED TO STORM r ` DMA I DMA 2 DMA 3 (PER DETAIL ON THIS SHEEP) TU_RFBLOCK BMP SWALE DRAIN SYSTEM 30 MIL VISCUEEN LINER 0 NO VISCUEEN LINER AT BOTTOM Runoff Runoff Runoff W SECTION C -C FOR STORM WATER TREATMENT DMA I Factor x DMA 2 Factor x DMA 3 Factof x NOT TO SCALE *BIORETENTION ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" Runoff Surface Surface Surface Surface Surface Surface (� L NOT TO SCALE DEEP SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY Q CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% Surface Type Factor Area Area Area Area Area Area W = COMPOST OR HARDWOOD MULCH, AND 20 -307 TOPSOIL. unitless sf sf sf sf sf sf ROWP PRIVATE DRAINAGE EASEMENT 7 9 4 Roofs 1 24,557 24,557 22,924 22,924 27,668 27,668 D 2.6' 19.5' ' LOT #9 (TM 06 -111) ROADSIDE TREATMENT FLOW - THROUGH PLANTER Driveway 1 10,178 10,178 7,457 7,457 9,750 9,750 PAD= 185.9 NOT TO SCALE Sidewalk 1 2,652 2,652 2,533 2,533 2,124 2,124 w Street 1 1 14,643 14,643 9,318 9,318 9,353 9,353 40 ROADSIDE TREATMENT Pervious Concrete 0.1 O O O O O O 0= S�V E DMA 2 BIORETENTION 0 o BASIN 1 (2,772 SQ.FT.) Porous Asphalt 0.1 0 0 0 0 0 0 PCC SIDEWALK -" 2 -1 -- Grouted Unit Pavers 1 O O 0 0 O 0 SEE IMPROVEMENT PLAN PER S.D.R.S.D. G -7 IM 06 -112 (10598 -1) FOR MOD. 1ORETENTION �] N TM Os -112 ` Unit Pavers 1 0 0 0 O O 0 CURB DETAIL 178.1 178.6 FS (PER DETAIL ON THIS SHEET) E- N 14 13 TM 06 -112 Z p v 12 IM Un -112 D 1 Crushed Aggregate varies O 0 0 O O O �q 177.1 FG F r Turfblock 0.1 0 O O O O 0 - -LINER 0� J _® Amended, mulched soil 0.1 O 0 0 O O 0 H- 6' PERFORATED PIPE - TM 06 -112 LINER LINER PH N RCL PR =PRIORITY Y STORM WATER L � � ~ �� O � QUALITY IMP Z andscope O. 1 90,375 9,038 55,195 5,520 84,907 8,491 - - - - - - - - - - (NOT TO BE ALTERED OR Other surfacing ask City O 0 O O O O ROADSIDE TREATMENT SWALE PAVED w[THOUT a PEx vnT) (PER DETAIL ON THIS SHEET) 6" PERFORATED PIPE TM 06 -112 L J ' - 1M 06 -112 Sum of Column: 142,405 61,068 97,427 47,752 133, 802 57"586 y s O F' V�� 8 TM OB -11 1M 06 -112 - 11 - TM 06-112 V � \ -'TM Os -112 SEC ION D D QW O 10 © % i Type of IMP Proposed Bioretention Bioretention Rio retention NOT TO S^ALE" e C4[�. Minimum IMP Area Req 2,443 1,910 2,295 LINE LOT�#12�TM 06 -112) C �pC 3 IM 06 -111 �1� '�12 Area Req t 10% Contingency 2,681 2,101 2,525 1' 20' PUBLIC STORM DRAIN & ACCESS EASEMENT PAD -196.9 CD TM 06 -112 < IMP Area per Plan 2,766 2,130 L, 535 _ 111 C LOT #11 (TM 06 -112) 3' 17' 1 M TM Os -111 L_ TM Os - TM 06 -111 ', A PAD= 193.9 7" PORTLAND CEMENT CONCRETE CD_ OVER COMPACTED SUBGRADE SOILS DMA Total Area: SF 145,171 99,557 136,337 �'� 2% VARIES - ,� TM 06 112 333 229 313 r EARTHEN SWALE ROW Z � or. CO RT RIVA s e 711106-111 F -Catch Basin Dimensions Standard Standard Standard PER DETAIL ON SHT. 02 W - _ O CB Openings 4 sides 4 sides 4 sides 192.0 FL � A �, � p - __ �� J 11.7' VI - NOTE: PORTLAND CEMENT CONCRETE SHOULD HAVE TURFBLOCK BMP SWALE ( J A MIN. 28 -DAY FLEXURAL STRENGTH OF 600 PSI (PER DETAIL ON F" W 1M 06 -111 ¢O� Q Poo flow 9.56 6.84 8.38 (PER GROUP DELTA CONSULTANTS) THIS SHEET) W IM 06 -111 J - 224.0 FS FLUSH CURB C �� Head (feet) 0.375 0.29 0.29 SECTION E -E 2FL'S 04 w ® IT e '"'O" g` o Freeboard (in.) 6 6 6 NOT TO SCALE FLUSH CURB DMA 3 Total Basin Depth (in.) 14.5 13.5 13.5 - ` r/ /AS /BUILT C Date SIGNATURE AL /SA S.V1ALPAA100 P.E. No. 47985 Printed Name My Registration Expires!" 15 Discipline GIY1L" S- selil . 2:� MpX TURD BLOCK / o P„� =2, 7.E SECTION G -G d,, TM 0�6 -111 BMP SWALE e S•VI,g4A; HUNS,KER N NOT TO SCALE IMP MAP � SCALE 111=100' IORETENTION BASIN 3 (2,535 SQ.FT.) Date 'tea PROP & ASSOCIATES No. 47945 O' _� ' SAN DI ECO, INC � DEEP ROOTED, DENSE, DROUGHT TOLERANT ROW PRIVATE DRAINAGE EASEMENT PLANNING 9707 Waples Street T ENGINEERING PLANTING SUITABLE FOR WELL DRAINED SOIL O FI CAL \f SURVEYING 1' 2.9' 1 1.3' 16.3' LOT #8 (TM 06 -112) (CAREX PANSA- CALIFORNIA MEADOW SEDGE PAD= 185.9, RETENTION AREA SHALL BE PER LANDSCAPE PLANS) LEVEL AND DEPRESSED A ATTRIUM GRATE INLET MINIMUM OF 6" FROM THE 2 -3" HARDWOOD FVO� MpX LOT SURROUNDING GRADE MULCH r JRFpCE 2;1 LINE PRIVATE DRAINAGE EASEMENT 4" MIN SEE IMPROVEMENT PLAN PCC SIDEWALK PER S.D.R.S.D. G -7 LOT #5 (TM 06 -112) - 30 MIL IIIIIIIIILIIIIIII 8" - - - - - - - 30 MIL VISCUEEN LINER III=IIII111�IIL11111111111111 II 24" MIN. ENGINEERED SOIL - (10598 -Q FOR MOD. IORETENTIONI PER DETAIL ON 20' PUBLIC STORM DRAIN &ACCESS EASEMENT 5.5' 12,5' PAD =202.9 1 =1 -1 Id 1 =1 -III -I VISCUEEN LINER - III -III -W L =111 PVC L� -I 1 =ll *SEE NOTE BELOW ll�11 - 1Lll l CURB DETAIL 178.8 179.3 FS 7S•� HIS SHEET) III llll 111 111 III- 2 -3" OF 3/8" GRAVEL FG ll 1r ll 1L6lll -III- -Ill =I X44' 177.9 FG ISER - _ OF VROCK LINER 3/4 "' CRUSHED PERFORATED PIPE 6" PERFORATED O` (-- -LINER LINER LOT #6 (TM 06 -112) MpX 2.1 �- -- - - -� - PAD= 198.9 2� BIORETENTION (PER DETAIL ON THIS SHEET) PROP OADSIDE TREATMENT SWALE PER DETAIL ON THIS SHEET) fi PERFORATED PIPE - tj 9I 197.2 FG R.O.W. 30 MIL VISCUEEN LINER 6" PERFORATED PIPE '. TIE 6" PERFORATED PVC TIE 6" PVC PIPE TO SECTION A-A '" LINER �- -LINER SEE IMPROVEMENT PLAN PIPE INTO RISER STORMDRAIN SYSTEM (10598 -I) FOR MOD. 12'k12" C.B. PERVIOUS G`ONC. NOT TO SCALE L - - - - - - - - - - L CURB DETAIL (TAN COLOR) 6" PERFORATED PIPE 2% * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY PROP (194.2 IE) LOAM" SOIL MIX WITH NO MORE THEN 5% CLAY CONTENT. THE MIX SHALL CONTAIN ROW PRIVATE DRAINAGE EASEMENT 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH AND 20 -30% TOPSOIL. 1' 3.8' 16.2' 08 "PVC SEWER 30 MIL VISCUEEN LINER 18' 190.5 IE THE EFFECTIVE AREA OF THE BASIN SHALL LEVEL AND SHALL BE SIZED BASED LOT #8 (TM 06 -112) SECTION F -F � � AT ON ENCINITAS STORMWA TER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA PAD= 185.9 6" PERFORATED PIPE i OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IL NOT TO SCALE I 1 BIORETENTION DETAIL FOR IMP. 12" HDPE-� SEE IMPROVEMENT PLAN PER SIDEWALK D.R.S.D. G -7 2.1 M (10598 -1) FOR MOD. IORETENTIOIN NOT TO SCALE CURB DETAIL 179. 179.7 FS rs PER DETAIL ON THIS SHEET) 2.5' -3' FG CONTINUE SLOPE SLOPE PERVIOUS tiQI 177.7 FG SUBDRAIN CONNECTION TO STORM DRAIN SYSTEM OF GUTTER TO SWALE CONCRETE r- LINER SIDEWALK 6 PERFORATED PIPE SEE IMPROVEMENT PLAN NOT TO SCALE (10598 -I) FOR MOD. �- -LINER 6" PERFORATED PIPE LINER R SOW CURB DETAIL ° ROADSIDE TREATMENT SWALE L - - - - - -0 - - - - - - - (PER DETAIL ON THIS SHEET) SEE SHEET 02 FOR �I PROP 4.5' 0.5' 5' PCC SIDEWALK I STREET SECTION SECTION B- B R. 0. W. (PER S.D.R.S.D. G -7) ° 2$ NOT TO SCALE 5' 0.5' 4' 1' SEE IMPROVEMENT PLAN 2.5'-3' 2% 2.5' 2.5' (10598 -1) FOR MOD. p• CURB DETAIL N f// PROP PRIVATE DRAINAGE EASEMENT SEE SHEET 02 FOR �l I II 2% SEE SHEET 02 FOR 2 %, ROW STREET SECTION _ -_ STREET SECTION __ ° `'> 0.5' -0.75' 1 ' 4.5' 9.5' 2% 2% 6,. 10% 6.5% i LOT #8 (TM 06 -111) 2'v 0.5' ? 0.5'- 0.75' \j��/ ROADSIDE TREATMENT SWALE PAD= 181.4 \/ 11q I \�/ PCC SIDEWALK "= SEE LANDSCAPE PLANS J� \\ (SEE DETAIL ON THIS SHEET) SEE IMPROVEMENT PLA PER S.D.R.S.D. G -7 IORETENTION 1 M FOR PLANTING DETAIL III III III DEEP ROOTED, DENSE, DROUGHT TOLERANT t I t I Z (10598 -I) FOR MOD. I�PPHIS ER DETAIL ON Z' o 0 0.0 I III = 111 =III CURB DETAIL 178.0 178.6 FS ! SHEET) 6" MIN. 6 "X16" PCC FLUSH CURB III- III -�1 PLANTING` SUITABLE FOR WELL DRAINED SOIL MODIFIED TYPE A A.C. DIKE PER S.D.R.S.D. G -5 s 6'X16 " - 6'X24" PCC FLUSH /I 30 MIL VISCUEEN LINER I- III = III -III (CAREX PANSA - CALIFORNIA MEADOW SEDGE ?: FG _ NOT TO SCALE 177FG CURB AT EDGE OF PAVING TURFBLOCK PAl/ERS OR APPROVED PER LANDSCAPE PLANS _ ms:µ EQUIVELENT (MIN. 3" THICK) L= III -� =III ONE LAYER OF COBBLE) Lij 6 PERFORATED PIPE - -LINER LINER 30 21 L OF 3/8 VISCUEEN 3/4" GRAVEL 30 MIL VISCUEEN LINER 11=1 I -T 18" MIN. ENGINEERED SOIL* IMP SIZING CALCULATIONS: 1- O'J 1 - 1 6" OF 3/4" GRAVEL OPT. 1 -2" SAND LAYER FOR LEVELING 6" PERFORATED PVC o 2" OF 3/8" CRUSHED ROCK DMA 1 DMA 2 DMA 3 Z NO VISCUEEN LINER AT BOTTOM UNDERDRAIN TO BE �� 12" OF 3/4" CRUSHED ROCK ROADSIDE TREATMENT SWALE CONNECTED PERFORATED PIPE CONNECTED TO STORM r ` DMA I DMA 2 DMA 3 (PER DETAIL ON THIS SHEEP) TU_RFBLOCK BMP SWALE DRAIN SYSTEM 30 MIL VISCUEEN LINER 0 NO VISCUEEN LINER AT BOTTOM Runoff Runoff Runoff W SECTION C -C FOR STORM WATER TREATMENT DMA I Factor x DMA 2 Factor x DMA 3 Factof x NOT TO SCALE *BIORETENTION ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" Runoff Surface Surface Surface Surface Surface Surface (� L NOT TO SCALE DEEP SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY Q CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% Surface Type Factor Area Area Area Area Area Area W = COMPOST OR HARDWOOD MULCH, AND 20 -307 TOPSOIL. unitless sf sf sf sf sf sf ROWP PRIVATE DRAINAGE EASEMENT 7 9 4 Roofs 1 24,557 24,557 22,924 22,924 27,668 27,668 D 2.6' 19.5' ' LOT #9 (TM 06 -111) ROADSIDE TREATMENT FLOW - THROUGH PLANTER Driveway 1 10,178 10,178 7,457 7,457 9,750 9,750 PAD= 185.9 NOT TO SCALE Sidewalk 1 2,652 2,652 2,533 2,533 2,124 2,124 w Street 1 1 14,643 14,643 9,318 9,318 9,353 9,353 40 ROADSIDE TREATMENT Pervious Concrete 0.1 O O O O O O 0= S�V E DMA 2 BIORETENTION 0 o BASIN 1 (2,772 SQ.FT.) Porous Asphalt 0.1 0 0 0 0 0 0 PCC SIDEWALK -" 2 -1 -- Grouted Unit Pavers 1 O O 0 0 O 0 SEE IMPROVEMENT PLAN PER S.D.R.S.D. G -7 IM 06 -112 (10598 -1) FOR MOD. 1ORETENTION �] N TM Os -112 ` Unit Pavers 1 0 0 0 O O 0 CURB DETAIL 178.1 178.6 FS (PER DETAIL ON THIS SHEET) E- N 14 13 TM 06 -112 Z p v 12 IM Un -112 D 1 Crushed Aggregate varies O 0 0 O O O �q 177.1 FG F r Turfblock 0.1 0 O O O O 0 - -LINER 0� J _® Amended, mulched soil 0.1 O 0 0 O O 0 H- 6' PERFORATED PIPE - TM 06 -112 LINER LINER PH N RCL PR =PRIORITY Y STORM WATER L � � ~ �� O � QUALITY IMP Z andscope O. 1 90,375 9,038 55,195 5,520 84,907 8,491 - - - - - - - - - - (NOT TO BE ALTERED OR Other surfacing ask City O 0 O O O O ROADSIDE TREATMENT SWALE PAVED w[THOUT a PEx vnT) (PER DETAIL ON THIS SHEET) 6" PERFORATED PIPE TM 06 -112 L J ' - 1M 06 -112 Sum of Column: 142,405 61,068 97,427 47,752 133, 802 57"586 y s O F' V�� 8 TM OB -11 1M 06 -112 - 11 - TM 06-112 V � \ -'TM Os -112 SEC ION D D QW O 10 © % i Type of IMP Proposed Bioretention Bioretention Rio retention NOT TO S^ALE" e C4[�. Minimum IMP Area Req 2,443 1,910 2,295 LINE LOT�#12�TM 06 -112) C �pC 3 IM 06 -111 �1� '�12 Area Req t 10% Contingency 2,681 2,101 2,525 1' 20' PUBLIC STORM DRAIN & ACCESS EASEMENT PAD -196.9 CD TM 06 -112 < IMP Area per Plan 2,766 2,130 L, 535 _ 111 C LOT #11 (TM 06 -112) 3' 17' 1 M TM Os -111 L_ TM Os - TM 06 -111 ', A PAD= 193.9 7" PORTLAND CEMENT CONCRETE CD_ OVER COMPACTED SUBGRADE SOILS DMA Total Area: SF 145,171 99,557 136,337 �'� 2% VARIES - ,� TM 06 112 333 229 313 r EARTHEN SWALE ROW Z � or. CO RT RIVA s e 711106-111 F -Catch Basin Dimensions Standard Standard Standard PER DETAIL ON SHT. 02 W - _ O CB Openings 4 sides 4 sides 4 sides 192.0 FL � A �, � p - __ �� J 11.7' VI - NOTE: PORTLAND CEMENT CONCRETE SHOULD HAVE TURFBLOCK BMP SWALE ( J A MIN. 28 -DAY FLEXURAL STRENGTH OF 600 PSI (PER DETAIL ON F" W 1M 06 -111 ¢O� Q Poo flow 9.56 6.84 8.38 (PER GROUP DELTA CONSULTANTS) THIS SHEET) W IM 06 -111 J - 224.0 FS FLUSH CURB C �� Head (feet) 0.375 0.29 0.29 SECTION E -E 2FL'S 04 w ® IT e '"'O" g` o Freeboard (in.) 6 6 6 NOT TO SCALE FLUSH CURB DMA 3 Total Basin Depth (in.) 14.5 13.5 13.5 - ` r/ /AS /BUILT C Date SIGNATURE AL /SA S.V1ALPAA100 P.E. No. 47985 Printed Name My Registration Expires!" 15 Discipline GIY1L" S- selil . 2:� MpX TURD BLOCK / o P„� =2, 7.E SECTION G -G d,, TM 0�6 -111 BMP SWALE e S•VI,g4A; HUNS,KER N NOT TO SCALE IMP MAP � SCALE 111=100' IORETENTION BASIN 3 (2,535 SQ.FT.) Date 'tea a & ASSOCIATES No. 47945 O' _� ' SAN DI ECO, INC � Exp. 12/31/11 P1 * PLANNING 9707 Waples Street T ENGINEERING San Diego, Ca 92121 O FI CAL \f SURVEYING PH(858)558.4500 FX(858)558.1414 2 0 CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS J.C.N. J.C.N. A.S.V. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drar•ing No. SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal" - �A KEY MAP & DETAILS: DESCRIPTION: -2" I.P. W/TAG "RCE 23577" AT A 1" =100' Plans Pr p ed der Supervision Of By: f� -/� By: G SEASIDE RIDGE - 10598 -G 20' 0/S TO THE CENTER OF CUL -DE -SAC AT NE Date lzfslu MASIH MAHER RENCE A. ATI (PUBLIC WORKS DIR. NORMANDY STREET & URANIA AVENUE END OF ARBOR CT. ELV.= 174.391' (NAVD'88) Vertical 47945 Date: 2I g Z N A ALISA S. VIALP DO R.C.E. No. ( Date: 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SHEET 03 OF kz AS SURLI z Y e, V JV I , n0 us �O O rr Z j1 J Z Q Li n� L_ n C� oc EROSION CONTROL NOTE: (SEE ALSO BEST MANAGEMENT PRACTICES NOTES) IF PADS WILL REMAIN VACANT FOR MORE THAN 3 WEEKS, OR AT 10' MAX. SPACING WITH DISCRETION OF CITY ENGINEER, ENTIRETY OF ALL PADS SHALL WIRE SUPPORT FENCE l.IN CASE EMERGENCY WORK 1,3 REQUIRED, CONTACT CHUCK ISBELLAT BE HYDROSEEDED. 6' MAX. SPACING WITHOUT 36 r, (1 m) HIGH MAX. 760) 784 -1302, 24 HOURS A DAY. STEEL OR WOOD POST WIRE SUPPORT FENCE---,,,, 2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE _ _ - a ° AVAILABLE AT ALL TIMES DURING THE RAINY SEAS014 (OCTOBER 1 TO PONDING HEIGHT PONDING HEIGHT P APRIL 15).ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID STEEL OR ° CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. FLOW WOOD POST °� FLOW FLOW ° a 3.DEVTCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 36" 36" 314" MIN. THE APPROVAL OF THE ENGINEERING INSPECTOR. DRAIN ROCK EXTRA STRENGTH FILTER, ° as �� 4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 4 x 6" TRENCH WITH FABRIC NEEDED WITHOUT a COMPACTED BACKFILL 9" MAX, WIRE MESH SUPPORT WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER STORAGE HT. 8" ° -EACH RUN -OFF PRODUCING RAINFALL. - ATTACH FILTER FABRIC a ° SECURELY TO UPSTREAM ° a 5 . THE CONTRACTOR .SHALL INSTALL ADDITIONAL EROSION CONTROL i > \ \ / \ \ / \ \ / \ \/� \ / \ \ / \ \ / \ \/\ yi\ \ \ / \ \ / \ \ /� \ \ / \ \ / \ \ / \ \/\ SIDE OF POST MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 'AN \ \ / / \ / / \ \ / / \ \�� �\ / /� \ / / \ \ / / \ \\ \ / / \ \ / / \ \ / / \\/ / \ \�/ ° ° °FLOW INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH 12" MIN. �� / / / / /j / \� 12" MIN. MAY ARISE. ! NOTES: 6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY / �_ a ° ° �,° ° 1. SILT FENCE SHALL BE PLACED ON SLOPE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED -- WATERS CREATE A HAtARDOUS CONDITION. TRENCH DETAIL INSTALLATION WITHOUT CONTOURS TO MAXIMIZE PONDING EFFICIENCY. FLOW 2, INSPECT AND REPAIR FENCE AFTER EACH 7.ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING NOT TO SCALE TRENCHING STORM EVENT AND REMOVE SEDIMENT WHEN PLAN SHALL BE INCOPPORATED HEREON. a NECESSARY. 9" MAXIMUM RECOMMENDED NOT TO SCALE S.GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A,WAY'�FROM � 5 STORAGE HEIGHT. THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SILT FENCE REAMJOVEEDR� SEDIMENT WISHALL BE CONTRIBUTE DEPOSITED 9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT SEDIMENT OFF -SITE AND CAN BE PERMANENTLY NOT TO SCALE STABILIZED. THE END OF EACH. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40o).SILT AND OTHER �- DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE . EFFECTIVE COVERAGE OF GRADED SLOPES (90°/ COVERAGE) PRIOR TO 8' ( MIN ) SPACING NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW FOR VEHICLE 200' MAX. L< -- -�. -_ - ____._ _ _ _. INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND ACCESS (SEE TABLE BELOW) I' - - -- "`- SEDIMENT CONTROL HANDAOOK OF THE STATE OF CALIFORNIA DEPARTMENT - - OF CONSERVATION 1� HYDROSEED NOTES a �, TM 06 -112 1 TM 06 -112 Ali O o J 4 3 TM 06 -112 1. HYDRO - SEEDING SHALL 'BE APPLIED TO ALL SLOPES THAT ARE - CD 0 O GRAVEL BAGS (TYP.) GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY EXCAVATED O DIRECTION OF _ 00 '' 12 TM 06 -112 ARE: O STREET FLOW W- 75% ROADBED ROADBED WIDTH{ _ o A. THREE FEET OR MORE IN ,HEIGHT IN FILL AREAS. Q O�1CIR 4 B. FIVE FEET OR MORE IN °REIGHT IN CUT AREAS, UNLESS - O 7.09`. �� `� `� > SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION O 8'(MIN.),SPACING \ \ "" TM 06 -112 RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY O THE CITY ENGINEER. O FOR VEHICLE -- ��� �$ _�- _ -_ -- -'1 ACCESS ,� _ + -„ - _ � \ �— �/ ,5 2. IRRIGATION SHALL BE PROVIDED TO MAINTAIN THE MOISTURE A P LAN X I �` ��� / �� �� / LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO SEEDED GROWTH. NOT TO SCALE 3. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN: FIRST ROW OF BAGS TM 06 -112 - TM 06 -112 �� , LL - � �" - A. I i ® ATM 06 112 TM 06 -112 � � TM 06 1 i2 y p '�� TM 06 -112 TO BE HALF BURIED MIN. o PURITY/ 2 BAGS (MIN.) GRAVEL BAGS TYP. ( ) 20 -30 5' 31-40 7' 41 ' -50' 9' 51 -60 10.5 61 -70 12 TM 06 -112 - TM 06 -112 �� , LL - � �" - A. I i ® ATM 06 112 TM 06 -112 � � TM 06 1 i2 y p '�� TM 06 -112 STREET SLOPE TO BE HALF BURIED MIN. o PURITY/ 2 BAGS (MIN.) GRAVEL BAGS TYP. ( ) MELICA IMPERFECTA 80/60 " 9 o \� 6 I O O `� "1 O MIMULIS AURIANTIACUS 02/60 LBS /ACRE BOTANICAL NAME GERMINATION TO 1D9e PUNICEUS MORE THAN 1&f ui. PHACELIA CAMPANULARIA 2 ARTEMISIA CALIFORNICA 05/06 3 RHUS INTERGRIFOLIA ' 2 2 CASSIMONIA CHEIRANTHIFOLIA 90/80 70/50 _ 8 �o 90/80 ENCELIA CALIFORNIA 4 4 ERIGONUM FASCICULATUM 3 ESCHSCHOLZIA CALIFORNICA 98/80 SECTION A -A 5 V I A< 9y2 ; aq /_ M 06-112 W - 12 FES'PUCA RUBRA 'MOLATE' 95/80 1 LAYIA PLATYGLOSSA 60/60 NOT TO SCALE 6 LOTUS SCOPARIUS 90/80 - TM 06 -111 CD Cn STREET SLOPE 4 MELICA IMPERFECTA 80/60 " 200' 3 MIMULIS AURIANTIACUS 02/60 4% TO 1D9e PUNICEUS MORE THAN 1&f 3 PHACELIA CAMPANULARIA 98/75 - 3 RHUS INTERGRIFOLIA ' 2 SALVIA MELLIFERA 70/50 _ 8 VULPIA MICROSTACHYS 90/80 STREET SLOPE INTERVAL LESS THAN 29' 200' 29 TO 49 100' 4% TO 1D9e 50' MORE THAN 1&f 25' �y < TM 06-411 TM 0 112 TM 06 -111 s , I O - , TM 06 -111 O \s$ d , -- - 2 B. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB- NOTE: PROVIDE VELOCITY REDUCER IN ALL 'I _ '% TM 06 11 � i \ UNPAVED STREETS AT THE INTERVALS oITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG INDICATED ABOVE. ATTACHED TO OR PRINTED ON SAID CONTAINERS. _�-� 1 =J C. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE ,. p p`, BAG VELOCITY TM 06- 111�� HYDRO - SEED SLURRY AT THE DISCRETION OF THE GRAVEL AG REDUCER - -- - � - . - - -- - -____ ____ � / / J CONTRACTOR. NOT TO SCALE D. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN - _ (? 0 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE RAW SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED R r FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE 06 -111 ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO O O TM 06 -111 / LESS THAN 50% OF THE STRAW INTO THE SOIL. 3 3 O LEGEND: ( 5 2 5 Q D is OU4. AREAS TO BE HYDRO- SEEDED SHALL BE PERPARED PRIOR Td 1 TM 06 -111 SUBDIVISION BOUNDARY... \ HYDRO- SEEDING BY: I 2' BAGS HIGH A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A O PROPERTY LINE., ......... Y COMBINATION OF: - 6' 6' ,i J a. TRACK WALKING SLOPES STEEPER THAN 6:1. o B WEIR WEIR B o ��� -� CURB ................... b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM �i�� A 11 STORM DRAIN............ — — — a" ABOVE. B 3� � 3� B I 7 -� CURB INLET ............. B. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR O O TM 06 -111. �II ®�- I J J CLEANOUT ............... — PLANTING BY: ,. a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. ® DIRECTION OF FLOW...... 2% _ C�YL Date1�1:�1L� b. THE ADDITION OF SOIL AMMENDMENTS,PH ADJUSTMENTS, SIG NAT RE GRAVEL BAGS............ odor oo Abls4 P Ved Na Nnb P.E, No, 47945' LEACHING OR COVERING SALINE SOILS TO PROVIDE o -'u ' Printed Name VIABLE CONDITIONS FOR GROWTH. 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A -' — SILT FENCE ............. My Registration Expires �� 16 �9�CBpI6fl@ �/� //--- VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY PLAN @ SUMP NIX LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE NOT TO SCALE CONSTRUCTION ENTRANCE.. PERMANENT LANDSCAPING,UNTIL THE PROJECT IS COMPLETED AND -/ ALL SECURITY RELEASED. HYDROSEED .............. � eLll� HUNSAKER ° EROSION CONTROL PLAN 5 V I A< 9y2 & ASSOCIATES \5P SCALE. 1 " -60' NO. 47945 O m S A N D I E D O, I N C - - Exp. 12/31/11 PLANNING 9707 Waples Street O ENGINEERING Tq San Diego, Ca 92121 2 CIVIL SURVEYING PH(858)558.4500- FX(858)558 -1414 F O REVISIONS App'd Date REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked B REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DroNing No. 2' Ag"i3t%/4, " NO. 1005 (ENC -05) OF CITY OF ENCINITAS J.C.N. J.C.N. A.S.V. SURVEY CONTROL NETWORK PER R.O.S. 18416, DESCRIPTION: 2" I.P. w/TAG "RCE Horizontal Plans P ar d U der SU erVlsiO p 0 By: By: EROSION CONTROL PLANS: SEASIDE RI DG E 10598-G N/A 29577" AT A 20' 0/S TO THE CENTER OF CUL —DE AT NE ., Date A //� �7 MASH MAHER LA �yE WR,TT C WORKS DIR. —SAC END OF ARBOR CT. ELV Vertical —5. A. (_PU �� NORMANDY STREET & URANIA AVENUE j =174.391' (NAVD'88) N A ALISA S. VIALPA 0 R.C.E. No. 47945 Date: Date: ` ` 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SHEET 05 OF zq Rw REGYGLED 6A7ER NOTES I. ALL WORK SHALL 17 DONE S ACCORDANCE WITH TIME "RULES AND REGULATIONS FOR RECYCLED Rj5c* CLEP WATER SERVICE WITHIN THE SAN- DIE6UIT0 WATER DISTRICT." 2. DRINKING FOUNTAINS AND DEV(SNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF WATFR USE AINIM/n O: SEASIDE RIDGE nor SUBDIVISION) 6 7TM 06 000112 (14 LOT SUBDIVISION) AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER RULES A ISOR. GYGL. I� Y�IAT q. 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 RATER, AHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE., U� M I II LACK OF PROTECTION WHETHER BY DE516N CONSTRUCTION PRACTICE OR 5YSTEM OPERATION IS RECYCLED RATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, ETC. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- 5PRAYIN6 ON 3. 5E5T MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDIN6, RUN -OFF, OVER -SPRAY AND SIDEWALKS, STREETS AND NON- DESGNATED USE AREAS. M1571N&. 4. HOSE BIBS ARE STRICTLY PROHIBITED UNLESS DE516NED AND OPERATED IN A MANNER ACCEPTABLE Q MAIN CROSSING -SEE NOTE 16 THIS SHEET (TYP) TO THE DISTRICT AND SAN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE AITH POTABLE WATER QUICK S. PRN-OHIBITEDO55 CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY 0600011[ 0600011[ (41 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT ITHOUT PRIOR APPROVAL OF THE 15. DISTRICT. -1. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER DISTRICT RULES AND REGULATIONS. COLOR -CODED PURPLE PER AAAA 6UIDELINE5 AND SECTION 116815 OF THE CALIFORNIA HEALTH AND 6. HOURS FOR IRRIGATION AITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS SAFETY CODE. FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY' LOCAL IRRIGATION RECYCLED WATER POG WATFR USE AINIM/n O: SEASIDE RIDGE nor SUBDIVISION) 6 7TM 06 000112 (14 LOT SUBDIVISION) AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER RULES A ISOR. GYGL. I� Y�IAT q. 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 RATER, AHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE., U� M I II LACK OF PROTECTION WHETHER BY DE516N CONSTRUCTION PRACTICE OR 5YSTEM OPERATION IS OT B WATER LINE OR LE55 THAN TWELVE (12) INCHES BELOW A POTABLE RATER LINE, THEN THE RECYCLED WATER NOTES: LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES AND REGULATION5. NO WELLS ARE LOCATED ON THE PROPERTY. 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CR055- CONNECTION TEST AND GOVERA&E TEST AS DIRECTED BY THE DISTRICT AND /OR THE SAN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL $DAD =SAN DIESUITO HATER DISTRICT HEALTH PRIOR TO ANY USE OF RECYCLED WATER. Iq. THE REQUIRED CRO55- CONNECTION INSPECTION SHALL BE DONE BY EITHER THE DISTRICT' AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" 516N5 SHALL BE GALLED OUT ON THE PLANS. 21. AN ON -SITE AATER'SUPERVISOR SHALL BE DESIGNATED IN ARITIN6. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS AITHIN THE PROPERTY, WITH THE BASK CONGEPT5 OF BAGKFLOW/ CRO55 CONNECTION PROTECTION, THE DISTRICT RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT C+L" I 1 t AT,Ia- ft"l -M! CONCRETE MOW OURS AFTER HOURS CONTACT G+111109 r AT -7I4- 5S9 -0I1 22. ALL PUBLIC AND PRIVATE POTABLE AATER MAINS INGLUDIN6 FIRE MAINS AND ANY RATER Al AND AATERCOUR5E5 AITHIN THE RECYCLED WATER PROJECT SHALL BE SHORN ON THE PLANS. 25. GALL 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 RATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER 15 MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND.AA5HIN6, GLEANING 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. GOMEL I ANGE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LAND50APE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS RATER EFFICIENT REGULATIONS. I HAVE PREPARED THI5 PLAN IN COMPLIANCE WITH THT05E REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FORE60ING 15 D CORRECT. BY: DATE MARd,A41QODY CONCRETE MOW CURS x THERE ARE NO OUTDOOR EATING AREAS OR DRINKING FOUNTAINS IN THI5 SET OF PLANS 0 EXCEPT WITHIN DOMESTIC IRRIGATION AREAS. Q DECLARATION OF RE5PON51BLE CHARGE I THEREBY DECLARE THAT I AM THE LAN25CAPE ARCHITECT OF WORK FOR THI5 PROJECT, n THAT I HAVE EXERC15EP RE5PON51BLE CHARGE OVER THE DE516N OF THI5 PROJECT A5 N DEFINED IN SECTION (5703 OF THE 5U51NE55 AND PROFE551ON5 CODE AND THAT THE o DE516N 15 CON515TENT WITH CURRENT STANDARDS. : 0 w I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA7ION5 BY THE D- 0 CITY OF ENCINI7A5 AND THE 5AN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 15 CONFINED 70 -A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE q' ARCHITECT OF AORK, OF MY RE5PON51BILITIES FOR PROJECT DESIGN. `f' THESE PLANS HAVE BEEN PREPARED IN 5UB57AN71AL CONFORMANCE AITH THE Q v APPROVED LANDSCAPE CONCEPT PLAN, RATER CONSERVATION PLAN, STORM WATER POLLUTION PREVENTION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF Q APPROVAL RELATED TO LANDSCAPING. Q BY: DATE B ®- Z4 -(1 O C) MARL MOODY FIRM NAME AND ADDRE55: G I LLE5PI E- MOODY- PATTER50N 4128 50RRENTO VALLEY BLVD., 57E. D v SAN DIEGO, GA 12121 ILI PHONE NO.: (a55) 555 -51 -7-7 FAX: (858) 558 -1155 RE615TRATION NO.: GA 382-7 EXPIRATION DATE: 10 -15 0 $ REVISIONS App'd I Date REFERENCES x A s - P3 t/tj --r I.S.1 Q z lU ` iL Date I , REGYGLED MATER 51&N NOTES: ALL SI&NAISE SHALL MEET WAD, SEJPA AND PE4 REQUIREMENTS. __I.r I__I_ . I V I I .. I__ .D HARMLESS AND INDEMNIFICATION CONTRACTOR AGREES THAT HE SHALL ASSUhE SOLE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INGLUDIN6 SAFETY OF ALL PERSONS AND PROPERTY; THAT THI5 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, THE CITY /COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF AORK ON THIS PROJECT, EXGEPTIN6 FOR LIABILITY ARSIN& FROM THE 50LE NESLI6ENCE OF THE OWNER, THE CITY /MNTY OF LOCAL JURISDICTION, OR THE LANDSCAPE ARCHITECT. ALL DRAAIN65 AND MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE LANDSCAPE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF 61LLE5PIE, MOODY, PATTERSON, INC. ALL RI&HT5 RESERVED BY 61LLESPIE, MOODY, PATTERSON, INC. NO. 1005 (ENC -05) OF CITY OF ENCINITAS ✓EY CONTROL NETWORK PER R.O.S. 18416. ;RIPTION: 2" I.P. W/TAG "ACE 29577" AT A O/S TO THE CENTER OF CUL -DE -SAC AT NE OF ARBOR CT. ELV.= 174.391' (NAVD'88) ZB CONCRETE MOW CURS S 1 GNA6E NOTES THE FOLLOWING GUIDELINE5 FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY P05TED IN5IDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EA51LY VISIBLE. PLACE ON 6 "x41" AND I2 "xI6" 51ZE12 516N. COLOR: PURPLE BACKGROUND WITH AHITE LETTERING. 516N5 TO BE FURNISHED BY 5DWD. �. GUIDELINES FOR RECYCLED WATER USE I. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. AATERIN6 OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON -SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT RILL MINIMIZE RUN-OFF, POOLING, AND PONDIN6. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED 50 AS TO BE COMPATIBLE AITH 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 CYCLE5 THAT RILL PROMOTE MAXIMUM SOIL ABSORPTION). 5. ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY 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 RATER. PERSONNEL MUST BE INFORMED THAT R.G. AATER 15 MEANT FOR IRRIGATION PURPOSES ONLY, AND 15 NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, AASHINO, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY. IT 15 IMPORTANT THIS INFORMATION Be DISSEMINATED ON AN ALMOST DAILY BA515. IT 15 YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATINO EACH AND EVERY ONE Or- YOUR EMPLOYEES. 6. OBTAIN PRIOR APFROVAL OF ALL PROPOSED CHANOMS AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHAN6E5 " MUST BE SUBMITTED TO ANY APPROVED DY THE DISTRICT ENOINEERIN6 OFFICE AND DE510NED IN ACCORDANCE WITH DISTRICT STANDARDS. 9. ALL RECYCLED RATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TA65. A. TA" SHALL BE WEATHERPROOF PLASTIC, 5 "X4" PURPLE IN COLOR AITH THE WORDS, "AARNIN6 RECYCLED AATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AOUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TA65 AS MANUFACTURED BY T. CHRI5TY ENTERPRISES OR APPROVED EQUAL. B. ONE TAO SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLY OR AITH PLASTIC TIE -ARAP, OR 2. ATTACH TO SOLENOID HIRE DIRECTLY OR WITH PLASTIC TIE -ARAP, OR 5. ATTACH TO VALVE COVER AITH EX157INO VALVE COVER BOLT. 6. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. q. EACH AUTOMATIC CONTROLLER AND ITS A550CIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE AORDS, "RECYCLED WATER USED FOR IRRIGATION" IN EN61-15H AND SPANISH, AITH BLACK LETTER5 I" HIGH ON A PURPLE BACKGROUND. THE 516N SHALL BE PLACED 50 THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 5t == I 11ND =X 5HEET DESCRIPTION 5HEET NO. REG`I'CLED WATER TITLE 5HEET O6 IRRIGATION PLAN $ LEGEND 01 -II IRRIGATION DETAIL5, NOTES, CAL05 12 -16 PLANTING PLAN 11 -20 PLANTING DETAIL5 AND NOTES 21 PLANTING SPECIFICATIONS 22 SCALE Designed By Drawn By Checked By orizontal NSA P ns Pr pared Under Supervision Of By;_ Vertical Date- /o-a ?-11 N/A MARL A. MOODY R.L.A. No. X64 Date: REVIEWED BY: G�4 By. LAW LA W/ 1- P/ I IC WORKc Date: INSPECTION PROCEDURES I. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: Q A. REQUIRED SEPARATION BETWEEN POTABLE 4 RECYCLED RATER LINES (HORIZONTALLY 4 VERTICALLY) B. PIPE IDENTIFICATION G. SLEEVIN6 AT CRO55IN65 D. APPROPRIATE MATERIALS AND MARKIN65, INGLUDIN6 PROPER QUICK COUPLERS 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. 516NA6E INSTALLED PER PLAN B. CONTROLLER STICKERS G. TA661N6 OF VALVES D. COVERAGE TEST AFTER COMPLETION OF SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INGLUDIN6 WINDBLOWN SPRAY, RUNOFF, AND PONDIN6. F. REQUIRED PROTECTION OF ALL RE51MNTIAL AREAS. 6. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. GROSS - CONNECTION TEST IF REQUIRED. I. COLOR CODED. LAMINATED CHARTS IN51DE EACH CONTROLLER. 5. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT RILL COVER A - I OF THE DISTRICT FINAL INSPECTION. SAN ELIJO JOINT POWERS AUTHORITY SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT HEALTH Kill APPROVED BY: G ej 4p, 4e-gkj DATE �� t�A� REVISIONS MUST BE APPROVED BY PUBUC HEALTH APPROVED BY DATE ENGINEER PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. �pNDBCAPF �Q Moody b X90 O 0. ���P ; gym www.gmplandarch.com APPROVED IEGUITO WATER DIST. /�1 co "" Z 4125 Sorrento Valley Blvd. 1%-013 * Suite D San Diego / tiJ9 "° a " .. California 92121 BY 4: - f IA40�/1 -0 Tel 858 538 8977 BLAIR KNOLL DATE �O Fax 858558918e SIGNATURE EXPIRES 2 YEARS AFTER DATE U CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. O RA TITLE SHEIST MR: SEASIDE RIDGE 10598 -G H NORMANDY STREET & URANIA AVENUE Q 06 -111 TM CDP EIR DR. & 06 -112 TM CDP EIR DR SHEET06OF 0 zy JA E71 L a , , , STRICTLY PROHIBITED. II. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- 5PRAYIN6 ON - RECYCLED WATER MAINLINE SIDEWALKS, STREETS AND NON- DESGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED Q MAIN CROSSING -SEE NOTE 16 THIS SHEET (TYP) WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE AITH POTABLE WATER QUICK COUPLER SPIKES) PER DISTRICT RULES AND RE6ULATION5. 15. ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) SHALL BE RECYll WATER 516N LOCATION (SEE DETAIL SHEETS FOR CONSTRUCTION) COLOR -CODED PURPLE PER AAAA 6UIDELINE5 AND SECTION 116815 OF THE CALIFORNIA HEALTH AND - SAFETY CODE. IRRIGATION RECYCLED WATER POG 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON- POTABLE OR RECYCLED RA IRRIGATION 15 SERVICED BY EXISTING WATER ", COLOR -CODED PURPLE AND LAID AITH AARNIN6 TAPE AND 5TENGILING ORIENTED TOAARD RA P.O.C. X44 PER DA6 #4504L, RM2516 THE TOP OF THE TRENCH PER DISTRICT RULES AND REGULATIONS. 15. ON NEA ON -51TE SYSTEMS, POTABLE RATER, CONSTANT PRESSURE RECYCLED AND 5EAER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE 60VERNING RECYCLED WATER AREA REGULATORY A6ENGY. MEA5UREMENT5 SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED AIATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOA POTABLE WATER AREA POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES GROSSING SEPARATION NOTE: ALL POTABLE WATER IRRIGATION AREAS SHALL BE LOCATED ON PRIVATE BETWEEN OTHER UTILITIES. LOTS AND BE SERVICED FROM PRIVATE HOMEOANER P.O.G. li IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A P ALE OT B WATER LINE OR LE55 THAN TWELVE (12) INCHES BELOW A POTABLE RATER LINE, THEN THE RECYCLED WATER NOTES: LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES AND REGULATION5. NO WELLS ARE LOCATED ON THE PROPERTY. 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CR055- CONNECTION TEST AND GOVERA&E TEST AS DIRECTED BY THE DISTRICT AND /OR THE SAN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL $DAD =SAN DIESUITO HATER DISTRICT HEALTH PRIOR TO ANY USE OF RECYCLED WATER. Iq. THE REQUIRED CRO55- CONNECTION INSPECTION SHALL BE DONE BY EITHER THE DISTRICT' AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" 516N5 SHALL BE GALLED OUT ON THE PLANS. 21. AN ON -SITE AATER'SUPERVISOR SHALL BE DESIGNATED IN ARITIN6. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS AITHIN THE PROPERTY, WITH THE BASK CONGEPT5 OF BAGKFLOW/ CRO55 CONNECTION PROTECTION, THE DISTRICT RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT C+L" I 1 t AT,Ia- ft"l -M! CONCRETE MOW OURS AFTER HOURS CONTACT G+111109 r AT -7I4- 5S9 -0I1 22. ALL PUBLIC AND PRIVATE POTABLE AATER MAINS INGLUDIN6 FIRE MAINS AND ANY RATER Al AND AATERCOUR5E5 AITHIN THE RECYCLED WATER PROJECT SHALL BE SHORN ON THE PLANS. 25. GALL 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 RATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER 15 MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND.AA5HIN6, GLEANING 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. GOMEL I ANGE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LAND50APE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS RATER EFFICIENT REGULATIONS. I HAVE PREPARED THI5 PLAN IN COMPLIANCE WITH THT05E REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FORE60ING 15 D CORRECT. BY: DATE MARd,A41QODY CONCRETE MOW CURS x THERE ARE NO OUTDOOR EATING AREAS OR DRINKING FOUNTAINS IN THI5 SET OF PLANS 0 EXCEPT WITHIN DOMESTIC IRRIGATION AREAS. Q DECLARATION OF RE5PON51BLE CHARGE I THEREBY DECLARE THAT I AM THE LAN25CAPE ARCHITECT OF WORK FOR THI5 PROJECT, n THAT I HAVE EXERC15EP RE5PON51BLE CHARGE OVER THE DE516N OF THI5 PROJECT A5 N DEFINED IN SECTION (5703 OF THE 5U51NE55 AND PROFE551ON5 CODE AND THAT THE o DE516N 15 CON515TENT WITH CURRENT STANDARDS. : 0 w I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA7ION5 BY THE D- 0 CITY OF ENCINI7A5 AND THE 5AN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 15 CONFINED 70 -A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE q' ARCHITECT OF AORK, OF MY RE5PON51BILITIES FOR PROJECT DESIGN. `f' THESE PLANS HAVE BEEN PREPARED IN 5UB57AN71AL CONFORMANCE AITH THE Q v APPROVED LANDSCAPE CONCEPT PLAN, RATER CONSERVATION PLAN, STORM WATER POLLUTION PREVENTION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF Q APPROVAL RELATED TO LANDSCAPING. Q BY: DATE B ®- Z4 -(1 O C) MARL MOODY FIRM NAME AND ADDRE55: G I LLE5PI E- MOODY- PATTER50N 4128 50RRENTO VALLEY BLVD., 57E. D v SAN DIEGO, GA 12121 ILI PHONE NO.: (a55) 555 -51 -7-7 FAX: (858) 558 -1155 RE615TRATION NO.: GA 382-7 EXPIRATION DATE: 10 -15 0 $ REVISIONS App'd I Date REFERENCES x A s - P3 t/tj --r I.S.1 Q z lU ` iL Date I , REGYGLED MATER 51&N NOTES: ALL SI&NAISE SHALL MEET WAD, SEJPA AND PE4 REQUIREMENTS. __I.r I__I_ . I V I I .. I__ .D HARMLESS AND INDEMNIFICATION CONTRACTOR AGREES THAT HE SHALL ASSUhE SOLE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INGLUDIN6 SAFETY OF ALL PERSONS AND PROPERTY; THAT THI5 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, THE CITY /COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF AORK ON THIS PROJECT, EXGEPTIN6 FOR LIABILITY ARSIN& FROM THE 50LE NESLI6ENCE OF THE OWNER, THE CITY /MNTY OF LOCAL JURISDICTION, OR THE LANDSCAPE ARCHITECT. ALL DRAAIN65 AND MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE LANDSCAPE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF 61LLE5PIE, MOODY, PATTERSON, INC. ALL RI&HT5 RESERVED BY 61LLESPIE, MOODY, PATTERSON, INC. NO. 1005 (ENC -05) OF CITY OF ENCINITAS ✓EY CONTROL NETWORK PER R.O.S. 18416. ;RIPTION: 2" I.P. W/TAG "ACE 29577" AT A O/S TO THE CENTER OF CUL -DE -SAC AT NE OF ARBOR CT. ELV.= 174.391' (NAVD'88) ZB CONCRETE MOW CURS S 1 GNA6E NOTES THE FOLLOWING GUIDELINE5 FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY P05TED IN5IDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EA51LY VISIBLE. PLACE ON 6 "x41" AND I2 "xI6" 51ZE12 516N. COLOR: PURPLE BACKGROUND WITH AHITE LETTERING. 516N5 TO BE FURNISHED BY 5DWD. �. GUIDELINES FOR RECYCLED WATER USE I. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. AATERIN6 OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON -SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT RILL MINIMIZE RUN-OFF, POOLING, AND PONDIN6. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED 50 AS TO BE COMPATIBLE AITH 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 CYCLE5 THAT RILL PROMOTE MAXIMUM SOIL ABSORPTION). 5. ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY 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 RATER. PERSONNEL MUST BE INFORMED THAT R.G. AATER 15 MEANT FOR IRRIGATION PURPOSES ONLY, AND 15 NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, AASHINO, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY. IT 15 IMPORTANT THIS INFORMATION Be DISSEMINATED ON AN ALMOST DAILY BA515. IT 15 YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATINO EACH AND EVERY ONE Or- YOUR EMPLOYEES. 6. OBTAIN PRIOR APFROVAL OF ALL PROPOSED CHANOMS AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHAN6E5 " MUST BE SUBMITTED TO ANY APPROVED DY THE DISTRICT ENOINEERIN6 OFFICE AND DE510NED IN ACCORDANCE WITH DISTRICT STANDARDS. 9. ALL RECYCLED RATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TA65. A. TA" SHALL BE WEATHERPROOF PLASTIC, 5 "X4" PURPLE IN COLOR AITH THE WORDS, "AARNIN6 RECYCLED AATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AOUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TA65 AS MANUFACTURED BY T. CHRI5TY ENTERPRISES OR APPROVED EQUAL. B. ONE TAO SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLY OR AITH PLASTIC TIE -ARAP, OR 2. ATTACH TO SOLENOID HIRE DIRECTLY OR WITH PLASTIC TIE -ARAP, OR 5. ATTACH TO VALVE COVER AITH EX157INO VALVE COVER BOLT. 6. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. q. EACH AUTOMATIC CONTROLLER AND ITS A550CIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE AORDS, "RECYCLED WATER USED FOR IRRIGATION" IN EN61-15H AND SPANISH, AITH BLACK LETTER5 I" HIGH ON A PURPLE BACKGROUND. THE 516N SHALL BE PLACED 50 THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 5t == I 11ND =X 5HEET DESCRIPTION 5HEET NO. REG`I'CLED WATER TITLE 5HEET O6 IRRIGATION PLAN $ LEGEND 01 -II IRRIGATION DETAIL5, NOTES, CAL05 12 -16 PLANTING PLAN 11 -20 PLANTING DETAIL5 AND NOTES 21 PLANTING SPECIFICATIONS 22 SCALE Designed By Drawn By Checked By orizontal NSA P ns Pr pared Under Supervision Of By;_ Vertical Date- /o-a ?-11 N/A MARL A. MOODY R.L.A. No. X64 Date: REVIEWED BY: G�4 By. LAW LA W/ 1- P/ I IC WORKc Date: INSPECTION PROCEDURES I. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: Q A. REQUIRED SEPARATION BETWEEN POTABLE 4 RECYCLED RATER LINES (HORIZONTALLY 4 VERTICALLY) B. PIPE IDENTIFICATION G. SLEEVIN6 AT CRO55IN65 D. APPROPRIATE MATERIALS AND MARKIN65, INGLUDIN6 PROPER QUICK COUPLERS 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. 516NA6E INSTALLED PER PLAN B. CONTROLLER STICKERS G. TA661N6 OF VALVES D. COVERAGE TEST AFTER COMPLETION OF SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INGLUDIN6 WINDBLOWN SPRAY, RUNOFF, AND PONDIN6. F. REQUIRED PROTECTION OF ALL RE51MNTIAL AREAS. 6. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. GROSS - CONNECTION TEST IF REQUIRED. I. COLOR CODED. LAMINATED CHARTS IN51DE EACH CONTROLLER. 5. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT RILL COVER A - I OF THE DISTRICT FINAL INSPECTION. SAN ELIJO JOINT POWERS AUTHORITY SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT HEALTH Kill APPROVED BY: G ej 4p, 4e-gkj DATE �� t�A� REVISIONS MUST BE APPROVED BY PUBUC HEALTH APPROVED BY DATE ENGINEER PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. �pNDBCAPF �Q Moody b X90 O 0. ���P ; gym www.gmplandarch.com APPROVED IEGUITO WATER DIST. /�1 co "" Z 4125 Sorrento Valley Blvd. 1%-013 * Suite D San Diego / tiJ9 "° a " .. California 92121 BY 4: - f IA40�/1 -0 Tel 858 538 8977 BLAIR KNOLL DATE �O Fax 858558918e SIGNATURE EXPIRES 2 YEARS AFTER DATE U CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. O RA TITLE SHEIST MR: SEASIDE RIDGE 10598 -G H NORMANDY STREET & URANIA AVENUE Q 06 -111 TM CDP EIR DR. & 06 -112 TM CDP EIR DR SHEET06OF 0 zy JA E71 L a tWO2.0%.A ~&S.1 4/s✓ .I Z a J Ll a �Z Lp D� n0 Z= >J 0 nD 0 ry a r Cq 0 O J v w O OL d O ui Q z u LL AS BUM J ) i 0 .n Q N 1I1 O i N w d O N Q v n pl' O O N O i O H U to O tY IL O i Q z w LL 1 As BUHIA E r ) J ) GONGRETE MOW CURB 1. v \� "\ T AV Av v M6 M2 I � I�L I Oa 3� M6�Nj 414 �dl. N$ M2 i MI3 YO \mr im mm ME MINE, NAM M* ME No momm No I= 1�ff Em M4 \. \ v M2, � ` �a 11/2' \\ y�v v�-.� 3 % / / .� ;��/�4 / �� 1`� \.. N1, .. 31 ff NOTE: PRIVATE LANDSCAPING $ IRRIGATION IN THE PUBLIC \ \ \ , ; 4' \ ` 3', 23 314 R16HT OF WAY TO BE MAINTAINED BY THE HOA AS 9 `, - Ma • f �\ \" \ \ � 8 / 5PEGIFIED IN THE GG8R5 AND ENCROACHMENT MAINTENANCE E REMOVAL AGREEMENT. l \ \ " 114 X14' M2\ x / ' 3l' \ M *\ \.. \ \ \�\ I4 / / f 3I'k RECORDED---------------------- - - - - -- ©® 2 /" ♦ \ \ / .\ ' / / A5 DOG. #--------------------- - - - - -- / M2 tM2 V �\ ♦PUBLIC ROW. \ / / 3 j / i . \ \'\ r\ / 1 f f \. /, X14 [LOT 1-1. L CITY OF ENCINITAS BENCH MARK PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W /TAG "RCE 29577" AT A 20' 0/S TO THE CENTER OF CUL-DE-SAC AT NE END OF ARBOR CT. ELV.= 174.391 (NAVD'88) J i d AJ�E4 W IJBX•( •V TVR-F c z ! W Q 20 10 O 20 40 60 �`�/) W Z �X 0 Designed By I Drawn By Checked By REVIEWED BY: ns Prepared Under Supervision OY By. A Date %�" Z� ��t' MASIH AHE MARC A. MSeDY R.L.A. No. Date: 12.1/6/11 \ I �pNDSCAPF r Moody h v C) CV -- V m www.gmplandarch.com - A N Q I '� � • • V ~ I 4125 Sorrento Valley Blvd. L * 180 -13 * • Suite D San Diego t� • • Q California 92121 Tel 85B 5588977 0 OF CiAI\` Fax 858 558 9188 O CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IRRIGATION FLAN FOR: IJ_ By � SEASIDE RIDGE 1o5ss -G RENCE WATT- - PUB J1WORKS DIRECTOR NORMANDY STREET & URANIA AVENUE Dates` �� �L 06 -111 TM /CDP /EIR /DR & 06 -112 TM /CDP /EIR /DR SHEETOq OF Q A S, U ', L"I IRRIOATI ®N MATERIAL LEr_5END SYMBOL g0 180 210 560 MANUFAGT. MODEL NO. / DESCRIPTION GPM P51 5PAGIN6 - DETAIL MI © �R HUNTER PRO5- 12- PR53O- GV- MPI000-(g0,180, 210, 360) 1, 32, .48, .65 30` 8 FT N3 ® M1 ® HUM, PRO5- 12- PR9D- GV- MPI000-(g0, 180, 210, 360) .11_32.4_65 40 10 FT 0 Mk Mlo MII MIZ HUNTER PRO°rl2- PR540- 6V- MPI000 -(q0, 180, 210, 360) 11, .31, 51, .15 40 12 FT ' A)3 MI3 Ma MI3 MI6 HUNTER PRO5- 12= PR540-GV- MP2000- (80,180, 210, 360) .40, .14, 1.10 1.41 40 15 FT A)3 B HUNTER PROS -I2- PR540-GV- MP20004% IbO, 210, 360) .40, .14, 10 1.41 40 20 FT A,5 ® ® HUNTER PROS -I2- PR540- GV- MP30004% 180, 210, 360) .86, 1W,2-5,3.64 40 25 FT A,5 �2 ® ® �4 HUNTER PRO5- 12- PR540- GV- MP30004g0, 160, 210, 560) 86, Ib2, 2.T3, 3.64 40 30 FT A)3 ® HUNTER PR05.12- PRS40-CV- MPLG5515{LEFT 5TRIP) .22 40 5x15 FT A,6 HUNTER PR05- 12- PR540- GV- MPRG5515- (RI64iT STRIP) .22 40 5x15 FT A,13 HUNTER PROEH2- PR540- GV- MPLG5515{51DE 5TRIP) .44 40 5x15 FT AP NOTE: ALL SHRUB HEADS INSTALLEP FARTHER THAN TEN (10) FEET FROM PAVIN5, WR55, 51DEWALK5, 5TEP5,TURF BOUNDARIES OR OTHER PEDE5TRIAN AREAS MAY BE IN5TA1_LED A5 A HUNTER 00 SHRUB ADAPTER WITH THE NOZZLE A5 SHOWN. IN5TALL ALL 5HRUB HEAD5 ON 12" POPI EXCEPT A5 NOTED ABOVE. ALL MP ROTATOR HEAD5 INSTALLED ON RECYCLED WATER 5Y5TEM5, P.O.G. 'A' 5HALL HAVE A FAG70RY IN5TALLED PURPLE RECLAIMED HATER COVER HUNTER CV-R ALL RISERS SHALL RELIEVE RECLAIMED WATER STICKER PER 5PEGIFIGA7ION5. SEE SHEET I FOR G®MFLE77 RR I GAT 1 ON LE65END i O Q to ry O O i a,11 vu O 0 Q O v a , - O , 9K Q �qT z d i O O u� O O i H li 1U O (Y iL Y O _ i REVISIONS App'd Date REFERENCES Dote. �s -SV1L1 Z W GONGRETE MOW CURB 1. v \� "\ T AV Av v M6 M2 I � I�L I Oa 3� M6�Nj 414 �dl. N$ M2 i MI3 YO \mr im mm ME MINE, NAM M* ME No momm No I= 1�ff Em M4 \. \ v M2, � ` �a 11/2' \\ y�v v�-.� 3 % / / .� ;��/�4 / �� 1`� \.. N1, .. 31 ff NOTE: PRIVATE LANDSCAPING $ IRRIGATION IN THE PUBLIC \ \ \ , ; 4' \ ` 3', 23 314 R16HT OF WAY TO BE MAINTAINED BY THE HOA AS 9 `, - Ma • f �\ \" \ \ � 8 / 5PEGIFIED IN THE GG8R5 AND ENCROACHMENT MAINTENANCE E REMOVAL AGREEMENT. l \ \ " 114 X14' M2\ x / ' 3l' \ M *\ \.. \ \ \�\ I4 / / f 3I'k RECORDED---------------------- - - - - -- ©® 2 /" ♦ \ \ / .\ ' / / A5 DOG. #--------------------- - - - - -- / M2 tM2 V �\ ♦PUBLIC ROW. \ / / 3 j / i . \ \'\ r\ / 1 f f \. /, X14 [LOT 1-1. L CITY OF ENCINITAS BENCH MARK PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W /TAG "RCE 29577" AT A 20' 0/S TO THE CENTER OF CUL-DE-SAC AT NE END OF ARBOR CT. ELV.= 174.391 (NAVD'88) J i d AJ�E4 W IJBX•( •V TVR-F c z ! W Q 20 10 O 20 40 60 �`�/) W Z �X 0 Designed By I Drawn By Checked By REVIEWED BY: ns Prepared Under Supervision OY By. A Date %�" Z� ��t' MASIH AHE MARC A. MSeDY R.L.A. No. Date: 12.1/6/11 \ I �pNDSCAPF r Moody h v C) CV -- V m www.gmplandarch.com - A N Q I '� � • • V ~ I 4125 Sorrento Valley Blvd. L * 180 -13 * • Suite D San Diego t� • • Q California 92121 Tel 85B 5588977 0 OF CiAI\` Fax 858 558 9188 O CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IRRIGATION FLAN FOR: IJ_ By � SEASIDE RIDGE 1o5ss -G RENCE WATT- - PUB J1WORKS DIRECTOR NORMANDY STREET & URANIA AVENUE Dates` �� �L 06 -111 TM /CDP /EIR /DR & 06 -112 TM /CDP /EIR /DR SHEETOq OF Q A S, U ', L"I II IT,a>�I/_L1T1/'�AI ivtbTt =talbl I '= r>= 1�I1'7 HINTER PRO5-12- PR530_ -GV-MP1000490,180, 210, 360) .11, 32,.4b, b5 90 8 FT AD HJNTER PR05- 12- PR540- GY- HPI000490,180, 270, 360J .11, 32, .48, b5 40 10 Fi AJ3 tl Ip I Vi 270 360) 19 31, 57, .75 40 12 FT AJ3 ENTER PR05- 12- PR540- GY- MPI000{90,180, • , HINT i iI MI4 o a j�'� © ® ® ® ER PROrl2- PR540-GV-MP2000-(90,180, 270, 360) 40, .14,1.10,1. V 40 15 Fr A)B F' v it o ( 13 , 6F M6 ®I ®I 8 10 ENTER PRO5- 12- PR540-GV4P2000#0,180, 270, 960) 40, .14,1.10,1.41 40 20 FT AJ3 • t i i u M ' ' _ w 6 '° �� ® ® ® � HMTBZ PlIl l2-PF5 V+`5000#0, 180, 210, 360) E6, 192,2.13, 3b4 40 25 FT AA NOTE: PRIVATE LANDSCAPING 4 IRRIGATION IN THE PUBLIC , ® ® ® ® HINTER PR05.12- 1`R540-GV41P3000 #0,180, 210, 360) 26, 1,82, 2.15, 3.64 40 30 FT AJ3 w RIGHT OF WAY TO ESE MAINTAINED 5Y THE HOA AS 4 AP ® ENTER PR05.12- I2- GV- MPLG5515d1.EFT STRIP) 12 40 5x15 Fr I ' SPECIFIED IN THE CC4R's AND ENCROACHMENT i i + MAINTENANCE t REMOVAL A6REEMENT. > HUNTER PR0512 PR�i40 GV-MPRG5615{RI6ffT STRIP) 12 40 5x15 FT AJ3 x �JIGr) f ', i; RECORDED ��� �� __ ` 6' • M��L� , ® HINTER PR05 12 PR540 GV MPLG5515i51DE STRIP) 44 40 5x15 FT AJ3 11-04 6 W vi R° TGN NOTE: rn 1 111'1 } . °s, '.� AS DOG. >t D �r7 ✓ ALL %M HEADS INST&M FARTHER THAN TEN 00) FEET FROM PAVING, CURB5, SIDEWALIC5, 5TE5, TURF BOUNDARIES OR OTHER PEDE5TRIAN € i1� AREAS MAY BE INSTALLED AS A WINTER 00 5HRU8 ADAPTER WITH THENOZL E AS SHOWN PUBLIC R.O.W. (f s ��s `i INSTALL ALL 5HRUB HEADS ON 12' POP -UPS EXCEPT AS NOTED ABOVE. i I i 1 d ALL MP ROTATOR WM INSTALLED ON REGYOLED WATER SY57 M5, PO.L. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE W41 AIMED WATER O Q (' 11 t '� LAVER HINTER GV-R ALL RISERS SHALL RELIEVE RECLAIMED WA TER 5110KER PEit SPECIFICATIONS. } s M5 (( E 7L� v TS 20 10 0 20 60 S 5t�T I IOi� COMPLETE a Mle I 1 MS M4. 4 .: M4 ...MI4 O � MI i M MI N2 dill P� o � 4 O ❑ — R IIa� • w i l I { i CONCRETE MOA CURB - - 1L POG Al, SEE NOTE AT RIGHT 63 O i 2 1L REVISIONS App d Date REFERENCES D to CITY OF ENCINITAS BENCH MARK SCALE Designed By Draw f By Checked tsy REVIEWED BY: 6 ' S J?p, u 1L• • � / PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS i Q SURVEY CONTROL NETWORK PER R.O.S. 18416. HOrTZOntal Z DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A N/A PreP ❑red Under SUIJerV15T0n Of By: LLI 20' 0/S TO THE CENTER OF CUL-DE-SAC AT NE Date 1b2Z�`1/ MASIH MARE END OF ARBOR CT. ELV.= 174.391' (NAVD'88) Vertical MARL A M00 R L A No 382 Date: �J A 1L N i IRR16ATION LEGEND Z Q J w a (D Z �p W Q 0 w (D CD Q = O w r OSCAPF r �O Moody 4 O _ cy00 N 4 La A www.gmplandarch.com nature * � 4125 Sorrento Valley Blvd. L anew e I Suite D San Diego a e ��' • • • California 92121 %q t • - Tel 858 558 8977 0 OF CA` Fax 858 558 9188 O CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IFA6ATION PLAN POR: LLJ By= SEASIDE RIDGE 10598 -G � LAW F7A' WA PU IC WORKS DIRECTOR NORMANDY STREET & URANIA AVENUE Q 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SHEET 10 OF c 211 F- 1/O, i B" U I L Li. O Q E= x N in (V O LN 3v 4Y IL O x lU Q z LU _-A LL Date IRRIGATION MATERIAL LEGEND (FRIVATE L075/F07AE3LE WATER) SYMBOL MANYJFACT. MODEL NO. / DESCRIPTION DETAIL ►► WILKINS 9`15XLVSR SERIES, BACKFLOW PREVENTION ASSEMBLY W/ SR4' PRESSURE RE6ULATOR AND MODEL YBF WYE STRAINER. D I 0'4" AT INDIVIDUAL LOTS) ALL PIPING BETWEEN METER AND BAGKFLOW DEVICE SHALL BE 'K' COPPER OR RED BRASS. w KBI BLOCKED TRUE UNION BALL VALVE, LINE SIZE, THREADED TWO -PIECE BODY. VALVE BOX WITH GREEN LID(INDIVIDUAL F © IRRIGATION MATERIAL LEGEND N/A HUNTER SYMBOL H O BOX WITH LOCKING, GREEN COVER N/A AO 180 210 960 MANIFACT. NOVEL NO. / DESCRIPTION 6PM P51 = 511 DETAIL MI ® © ® HUNTER PRO5-I2- PR5BOGV- MPI000-(90,180, 2'10, 310 .11, 3Z.46, b5 90 6 FT AE3 Of © © ® HUNTER PROS -12 -FIRS -GV-10I1"I000-(90,160, 210, 360) .IT, 32, .48, b5 40 10 FT A,5 ® ® MII M 2 HAHTER PROS- 12H'R940•CY-14P10004% 180, 210, 360) .19, 37,57l .15 40 12 FT AS Mb 9 Mb MI6 HINTER PRO5- 12-M40-GY- MP2000#0,180, 210, 360) .40, .74,1.10,1.41 40 15 FT AJ3 H a ® HIM PRO5H2- PR540 -<,Y+ 2000 `140,180, 210, 360) 40, .14,1.10,1.41 40 20 FT . AA ® PAST SLEEVE PRIOR TO ANY FITTINGS. ® ® HLINTER PROSl2- PR540-GV-MP3000#O,180, 210, 360) 26, 192, 2.15, 3b4 40 25 FT AA ® ® ® ® HUNTER PR05- I2•PRS4"Y+PWOO- (90,160, 210, 960) 96,192, 2- Bb4 40 50 FT AA ® HINTER PROS- I2-PWA"Y- NPLC55154EFT STRIP) .22 40 5x15 FT AP NOT SHOWN VALCON 5000 SERIES ADV, 05EP ON ALL SPRINKLERS WITH LOW HEAD DRAINA6E UNCONTROLLABLE BY FACTORY INTEGRAL N/A HINTER P105.12- PR5i40-CY -Ml"WS 511 ll STRIP) .22 40 5x15 FT AA SPRING TYPE CHECK VALVE, LINE 51ZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH I WHEN RCV 15 HIGHER N/A .......... - HUNTER PR05.12- PR540-GY -MUffi SIDE STRIP) .44 40 5x15 FT A3 NOTE: THE SPRINKLER HEADS. NOT SHOWN WILKINS BR-4 PRESSURE RBSULATIN& VALVE TO BE INSTALLED ON ALL LATERAL LINES WHERE SPRINKLER HEADS ARE LOCATED N/A - - t - - ALL 5HRUB HEADS INSTALLED FATTIER THAN TEN 00) FEET FROM PAYING, QW, SIDEMALKS, 515°5, 7URF BOUNDARIES OR OTHER PEDESTRIAN NO 5YME5OL AREAS MAY EE INSTALLED AS A HINTER 00 SHRUB AVAPTER WITH THE NOZZLE AS SHO"Gd. AABB,GC,DD ® CONTRACTOR TO LOCATE ALL SUCH PRV'S IN THE FIELD AND SHOW LOCATIONS ON RECORD DRAWINGS. Z NO SYMBOL LA500 INSTALL ALL SHRUB HEADS ON 12° POP -UPS EXEPT AS Ni ABOVE. N/A T`132 -212, FOR In 5PORT ROTORS USE 6132 -412, FOR In QUICK COUPLER VALVES USE 61525 -212 WITH MALE BRA55 HHJJ ALL MP ROTATOR HEADS INSTALLED ON RECYCLED YIATER SYSTEMS, PDL 'A' SHALL HAVE A FACTORY INSTALLED PURPLE REOLAIMED WATER ON ALL RECYCLED WATER SYSTEMS USE COLOR CODED PURPLE RECYCLED WATER PIPE. `COVER HINTER CVHR ALL RISERS SHI RELIEVE WLAIMED WATER STIGeR PER SPECIFICATIONS. MN HH JJ EMITTERS USE MODEL 510, T' MONO SHALL BE MODEL `108, 10" ROUND SHALL BE MODEL 410, 12" STANDARD REGT. Date IRRIGATION MATERIAL LEGEND (FRIVATE L075/F07AE3LE WATER) SYMBOL MANYJFACT. MODEL NO. / DESCRIPTION DETAIL ►► WILKINS 9`15XLVSR SERIES, BACKFLOW PREVENTION ASSEMBLY W/ SR4' PRESSURE RE6ULATOR AND MODEL YBF WYE STRAINER. D 0'4" AT INDIVIDUAL LOTS) ALL PIPING BETWEEN METER AND BAGKFLOW DEVICE SHALL BE 'K' COPPER OR RED BRASS. w KBI BLOCKED TRUE UNION BALL VALVE, LINE SIZE, THREADED TWO -PIECE BODY. VALVE BOX WITH GREEN LID(INDIVIDUAL F © LOT SYSTEMS). N/A HUNTER IGV -1016 SERIES PRESSURE REGULATING CONTROL VALVE, SIZE AS 5HOWN, INSTALL ONE VALVE PER STO. RECT. VALVE H O BOX WITH LOCKING, GREEN COVER N/A © HUNTER ICG800 -11FL IRR16ATION CONTROLLER, FOR INDIVIDUAL LOT5, WALL MOUNT IN GARAGE. II ® HUNTER/ 50LAR SYNC, MOUNT SENSOR ON EVE OR FENCE AND MODULE NEXT TO CONTROLLER N/A ITS DATA WITS IR -220 PVC, FLOW SENSOR, WIRE TO CONTROLLER USING P71-71P GABLE IN In CONDUIT, INSTALL PER MANUFACTURER-5 V ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A AS APPROVED PVC SOLVENT WELD LATERAL PIPE WITH 5CHAO FITTIN&S, % " -V2" SOH. 4O,2`-A` GLASS 200, DEPTH AS PER Of H DETAIL&4 "UNLE55 OTHERWISE NOTEDYINDIVIDUAL LOT SYSTEMS) F - ------- AS APPROVED PVC PIPE MAINLINES, DEPTH AS PER DETAIL, V'2" E SMALLER SHALL BE SOLVENT WELD SCHAD WITH SCHAO SOLVENT Op O NELb FITTIN65, 2 " -3° SHALL BE SOLVENT WELD CL. 315 WITH 50H.60 SOLVENT WELD FITTIl W -3" F17IN66 SHALL BE I,K THRUST BLOCKED, 4" AND LARGER SHALL BE CL. 200 GASKET JOINT WITH LEEMCO DUCTILE IRON FITTINGS AND JOINT RESTRAINT. AS APPROVED I PIPE AS SLEE'VIN6, GL. 315 TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, of ® HARD5CAPE, ETC., AND AS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE. SLEEVES UNDER BROW DITCHES SHALL H BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. EXTEND ALL SLEEVES 12" MINIMUM PAST HARDSGAPE EDISE5, MARK HARDSGAPE OJR55 WITH '15' IN 2" H16H LETTERS FOR LOCATION(S) EXTEND ALL PIPE 18" ® PAST SLEEVE PRIOR TO ANY FITTINGS. Y NO 5YM50L AS APPROVED IRRIGATION CONTROL WIRE SHALL BE III AW6 DIRECT BURIAL l APPROVED), COLOR CODE WIRE PER CONTROLLER, 0,10 A MINIMUM OF THREE SEPARATE SPARE PILOT WIRES TO THE END OF EACH MAINLINE. ROUTE SPARE WIRES INTO EACH VALVE MANIFOLD LOCATION, BUNDLE AND TAPE ALL WIRE AND INSTALL ADJACENT TO MAINLINE, LEAVE SPARE WIRE U ENDS IN THE LAST VALVE MANIFOLD BOX ON THE MAINLINE. IRRIGATION COMMON WIRE SHALL BE 612UF AW6 DIRECT BURIAL I APPROVED). NO SYMBOL SPEARS DS-500 PRE- FILLED WIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS IN VALVE OR PULL BOXES ONLY W NOT SHOWN VALCON 5000 SERIES ADV, 05EP ON ALL SPRINKLERS WITH LOW HEAD DRAINA6E UNCONTROLLABLE BY FACTORY INTEGRAL N/A ® SPRINKLER HEAD CHECK VALVE. X KBI SPRING TYPE CHECK VALVE, LINE 51ZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH I WHEN RCV 15 HIGHER N/A .......... - THAN THE SPRINKLER HEADS. AABBGG,DD ti KBI SWIN6 TYPE CHECK VALVE, LINE 51ZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH Il WHEN 115 LOWER THAN N/A THE SPRINKLER HEADS. NOT SHOWN WILKINS BR-4 PRESSURE RBSULATIN& VALVE TO BE INSTALLED ON ALL LATERAL LINES WHERE SPRINKLER HEADS ARE LOCATED N/A - - t - - AT AN ELEVATION MORE THAN 50' LOWER THAN THE I SET PRE55LRE TO CONTROL PRESSURE DUE TO THUS NO 5YME5OL ELEVATION CHANGE, SIZE PER LATERAL LINE SERVING SYSTEM. INSTALL IN A On ROUND VALVE BOX BELOW &RAVE. AABB,GC,DD ® CONTRACTOR TO LOCATE ALL SUCH PRV'S IN THE FIELD AND SHOW LOCATIONS ON RECORD DRAWINGS. Z NO SYMBOL LA500 MANUFACTURED SCHAO O -RING 5WIN5 JOINTS. FORY2" SPRAY HEADS USE T532 -212, FOR 8}'a" TURF ROTORS USE N/A T`132 -212, FOR In 5PORT ROTORS USE 6132 -412, FOR In QUICK COUPLER VALVES USE 61525 -212 WITH MALE BRA55 HHJJ STABILIZER ELBOW, FOR %4" QUICK COUPLER VALVES USE 6131 WITH MALE BRASS STABILIZER ELBOW. ON ALL RECYCLED WATER SYSTEMS USE COLOR CODED PURPLE RECYCLED WATER PIPE. NO SYMBOL CARSON VALVE BOXES, SIZE PER EQUIPMENT LE6END, WITH T -COVER LIDS AND CAPTIVE BOLT AND TAG -KIT. FOR ROUND DRIP MN HH JJ EMITTERS USE MODEL 510, T' MONO SHALL BE MODEL `108, 10" ROUND SHALL BE MODEL 410, 12" STANDARD REGT. WELD FITTIN65, 2 "-5" SHALL BE SOLVENT WELD GL. 315 WITH SCHhO SOLVENT WELD FITTINGS, 'h " -5" F171N66 SHALL BE SHALL BE MODEL 1414, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO THRUST BLOCKED, 4" AND LAR6ER SHALL 52 CL. 200 GASKET JOINT WITH LEEMGO DUCTILE IRON rl-F 65 AND JOINT XL SHALL BE MODEL 1`130. VALVE BOXES SHALL HAVE BLACK MOM BODY AND GREEN L105 IN TURF, BLACK LIDS IN RESTRAINT. ON ALL RECYCLED WATER SYSTEMS USE COLOR CODED PURPLE RECYCLED WATER PIPE. SHRUB BEDS, AND TAN LIDS IN ROCK MULCH. FOR USE IN NON - VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL A5 APPROVED PURPLE RECYCLED WATER I PIPE AS SLEEVIN6, GL. 515 TWICE THE DIAMETER OF PIPE OR WARE BUNDLE CARRIED HH W IN CONCRETE OR ASPHALT. PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. EXTEND ALL SLEEVES 12° MINIMUM PAST HARDSCAPE ED6BS, MARK HARDSCAPE CURBS WITH 'I5' IN 2" H16H LETTERS FOR / STATION 4* LOCATIOl EXTEND ALL PIPE IS" PAST SLEEVE PRIOR TO ANY F171N65. NO 5YM50L _ &CONTROLLER HH JJ A MINIMUM OF THREE SEPARATE SPARE PILOT WIRES TO THE END OF EACH MAINLINE. ROUTE SPARE WIRE5 INTO EACH VALVE SIZE CITY OF ENCINITAS BENCH MARK PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W /TAG "RCE 29577" AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT NE END OF ARBOR CT. ELV.= 174.391' (NAVD'88) IRRIGATION MATERIAL LEGEND (RECYCLED WATER) SYMBOL MANUFAGT. MODEL NO. / DESCRIPTION DETAIL @ P.O.G. IRR16ATION WATER METER (SEE NOTES FOR DE516NATION AND 51M5). VERIFY ACTUAL LOCATION, SIZE, AND WATER N/A PRESSURE IN THE FIELD PRIOR TO COMMENCING WORK AND FURCHA51N& EQUIPMENT. Y5 WATTS MODEL '71-15 WYE STRAINER, WITH 304 STAINLESS STEEL 20 MESH PERFORATED SCREEN, INSTALL WITHIN JUMBO BOX. N/A © WATTS MODEL 600 CHECK VALVE INSTALLED WITHIN JUMBO BOX. N/A ® WILKINS 500 -HLR SERIES PRESSURE REDUCING VALVE WITH 10 TO 125 PSI SPRIN6 RANGE, SIZE AND PRE55URE 5E7IN6 AS NOTED. N/A O AS APPROVED CROSS CONNECTION TEST STATION PER SAN DIE&UITO WATER DISTRICT STANDARDS AT EACH METER N/A ® HUNTER EV-ISIG-R SERIES BRA55 MASTER CONTROL VALVE. MASTER VALVE SHALL BE INSTALLED IN A 'JUMBO' SIZED PURPLE 6 VALVE BOX WITH LOCKING COVER AND 'MCV' HEAT BRANDED ON COVER. O DATA WITS IR -220 PVC, FLOW SENSOR, WIRE TO CONTROLLER USING P71-71P GABLE IN In CONDUIT, INSTALL PER MANUFACTURER-5 V RECOMMENDATIONS. MULTIPLE FLOW SENSORS REQUIRE SEPARATE CONDUIT RUNS. ® AS APPROVED LOCATION OF RECYCLED WATER "DO NOT DRINK" 516N PER SAN DIESUITO WATER DISTRICT STANDARDS. N/A H KBI BLOCKED TRUE UNION BALL VALVE, LINE SIZE, THREADED TWO -PIECE BODY. VALVE BOX WITH PURPLE LID, HEAT BRAND F LID WITH "BV" O NEL50N '1645 RECYCLED WATER QUICK COUPLER VALVE, INSTALLED IN 10" ROUND VALVE BOX WITH LOUQN& PURPLE COVER I,K AND 'QCV' HEAT BRANDED ON COVER. INSTALL (XV ON A 11/2" 571 OFF MAINLINE. EACH QCV SHALL BE 150LAT'ED FROM THE MAINLINE BY A II /2" BALL VALVE AND INSTALLED AT 200' O.G. PER CITY REQUIREMIENT5. USE `1645 QGV'S WITH ACME THREADS AND LOCKING, PURPLE RUBBER COVER. ® HUNTER IGV - 1016 -AS-R SERIES PLASTIC PRESSURE REOULATIN& CONTROL VALVE, SIZE AS SHOWN, INSTALL ONE VALVE PER 57D. H RECT. VALVE BOX WITH LOCKING PURPLE COVER AND 'RGV' HEAT BRANDED ON COVER. VALVES, SMALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE LINE SIZE. ® RAIN BIRD XCZ -B-COM DRIP SERIES PRESSURE RESULATINIS CONTROL VALVE, SIZE AS SHOWN, INSTALL ONE VALVE PER STD. Y RECT. VALVE BOX WITH LOOKING, PURPLE COVER AND 'RCV' HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS 150LATED FROM THE MAINLINE: BY A BALL VALVE LINE SIZE. RAIN MASTER/ IRR16ATION CONTROLLER IN STAINLESS STEEL ENCLOSURE, SA6- RM2- 24/RSVCSTF5V- I50/EMP -16. CONTROLLER SHALL U JOHN DEERE HAVE A DESIGNATED REGTAN&ULAR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT 7`5 710 COORDINATE PURCHASE AND INSTALLATION. ® RAIN MASTER/ 1-GENTRAL WIRELESS WITH RAIN SENSOR, MOUNT TO ENCLOSURE AND WIRE TO CONTROLLER. N/A Q JOHN N/ � 120 VOLT, SINGLE PHASE, 60 HTZ ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ALI-UAL LOCATION IN FIELD N/A ® AS APPROVED PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 500' O.G. AND AT THE ENDS OF ALL SLEEVES X UNDER PAVING. PULL BOXES SHALL BE 10" ROUND WITH LOGKIN& LID .......... - RAIN BIRD XFD -06 -12 DRIP TUBIN6 Al b 6PH EMITTERS 12" ON CENTER, INSTALL TUBING ROW5 A MAXIMUM OF 16" APART IN AABBGG,DD PLANTING AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW MULCH 6RADE At 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND 5PACINS IN THE FIELD PRIOR TO STARTING WORK 1 MDGF FITTINGS FOR CONNECTION BETWEEN I LATERAL HEADER LINES AND DRIP TURIN AA,BB,GC.pD - - t - - RAIN BIRD NO 5YME5OL RAIN BIRD ALL CONNECTIONS Eill DRIP TUSIN& SHALL BE MADE U51NO MDGF F17IN65 AABB,GC,DD ® RAIN BIRD PROVIDE A MDCFGAP FLL15H GAP AT END OF DRIP 0I5CHAR6E HEADER USIN& MDCF F171146, QH5TALL FLUSH VALVE Z INSIDE A SEPARATE VALVE BOX, ONE AT EACH END OF THE TUBING RUNS IN EACH DIRECTION, INSTALL 18" FROM PAVING AS APPROVED PVC, SOLVENT WELD LATERAL PIPE WITH 504.40 FI7I1465, V4"-r7" 5CH. 40,2"-A" GLASS 200, DEPTH AS PER DETAIL. HHJJ ON ALL RECYCLED WATER SYSTEMS USE COLOR CODED PURPLE RECYCLED WATER PIPE. -RV- - AS APPROVED PVC, PIPE MAINLINES, DEPTH AS PER DETAIL, Ill 4 SMALLER SHALL BE SOLVENT WELD 5GH.4o WITH 50H.40 SOLVENT HH JJ WELD FITTIN65, 2 "-5" SHALL BE SOLVENT WELD GL. 315 WITH SCHhO SOLVENT WELD FITTINGS, 'h " -5" F171N66 SHALL BE THRUST BLOCKED, 4" AND LAR6ER SHALL 52 CL. 200 GASKET JOINT WITH LEEMGO DUCTILE IRON rl-F 65 AND JOINT RESTRAINT. ON ALL RECYCLED WATER SYSTEMS USE COLOR CODED PURPLE RECYCLED WATER PIPE. A5 APPROVED PURPLE RECYCLED WATER I PIPE AS SLEEVIN6, GL. 515 TWICE THE DIAMETER OF PIPE OR WARE BUNDLE CARRIED HH W PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. EXTEND ALL SLEEVES 12° MINIMUM PAST HARDSCAPE ED6BS, MARK HARDSCAPE CURBS WITH 'I5' IN 2" H16H LETTERS FOR LOCATIOl EXTEND ALL PIPE IS" PAST SLEEVE PRIOR TO ANY F171N65. NO 5YM50L AS APPROVED IRR16ATION CONTROL WIRE SHALL BE #14UF AW6 DIRECT M RIAL N.L. APPROVED), COLOR CODE WIRE PER CONTROLLER, HH JJ A MINIMUM OF THREE SEPARATE SPARE PILOT WIRES TO THE END OF EACH MAINLINE. ROUTE SPARE WIRE5 INTO EACH VALVE MANIFOLD LOCATION, BUNDLE AND TAPE ALL WIRE AND INSTALL ADJACENT TO MAINLINE, LEAVE SPARE WIRE ENDS IN THE LAST VALVE MANIFOLD BOX ON THE MAINLINE. IRR16ATION COMMON WIRE SHALL BE #12UF AW6 DIRECT BURIAL l APPROVED). NO SYMBOL SPEARS VS-500 PRE- FILLED WIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS IN VALVE OR PULL BOXES ONLY W NOT SHOWN VALCON 5000 SERIES ADV, USED ON ALL SPRINKLERS WITH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY INTEGRAL N/A SPRINKLER HEAD GHEGK VALVE. N KBI 51PRIN6 TYPE CHECK VALVE, LINE 51ZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RGV WHEN RCV 19 H16HER N/A THAN THE SPRINKLER HEADS. N KBI SWIN6 TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV WHEN 115 LOWER THAN N/A THE SPRINKLER HEADS. NOT SHOWN WILKINS Ell PRESSURE REGULATING VALVE TO BE INSTALLED ON ALL LATERAL LINES WHERE SPRINKLER HEADS ARE LOCATED N/A AT AN ELEVATION MORE THAN 50' LOWER THAN THE RCV. SET PRESSURE TO CONTROL PRESSURE DUE TO THIS ELEVATION GHANSE, SIZE PER LATERAL LINE 5ERVIN& SYSTEM. INSTALL IN A 10" ROUND VALVE BOX BELOW GRADE. CONTRACTOR TO LOCATE ALL SUCH FRV'S IN THE'FIELD AND SHOW LOCATIONS ON RECORD DIRAWIN65. NO SYMBOL L.A560 MANUFACTURED 5GHAO O-RING SWING JOINTS. FORY2" SPRAY HEADS USE 7532-212, FOR %` TURF ROTORS USE N/A 7132 -212, FOR In SPORT ROTORS USE 6132 -412, FOR In QUICK COUPLER VALVES L15E 61325 -212 WITH MALE BRA55 STABILIZER ELBOW, FOR %4' QUICK COUPLER VALVES USE 61327 -212 WITH MALE BRASS STABILIZER ELBOW. NO SYMBOL CARSON VALVE BOXES SIZE PER EOUIPME-NT LEGEND, WITH T -COVER LIDS AND CAPTIVE BOLT AND LOC:-KIT. FOR ROUND DRIP M,N EMITTERS USE MODEL 510, `1" EGONO SHALL BE MODEL `108, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 1419,12" JUMBO RECT. SHALL BE MODEL 1220, SUPER J M50 SHALL BE MODEL 1324, AND SUPER JJM50 XL SHALL BE MODEL I?50. VALVE BOXES SHALL HAVE BLACK HDPE BODY AND PURPLE / VIOLET LIDS FOR REYCYGLED WATER SYSTEMS. FOR USE IN NON - VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. Z a W �- 92 Of C) Q = LLJ D W - CONTROLLER / 5TATION # -GPM VALVE SIZE T O Moody b /,y CD V� P A www.gmplandarch.com J �� - ., N no e _ 4125 Sorrento Valley Blvd. L * 1�0 -13 * Suite D San Diego ew e e e California 92121 Tel 858 558 8977 0 Fax 858 558 9188 O SCALE Designed By Drawn By Checked By REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. orN�Atal s Prepared Under Supervision Of By: Byc (j IRR16,4rIOFlLE6EhIDi°OR: SEASIDE RIDGE 10598 -G Uj Date 10 ° -,►I MASIH MAHER LA C A. WATT - U LIC WORKS DIRECTOR NORMANDY STREET & URANIAAVENUI= Q Vertical N A MARC A. MOODY R.L.A. No. ,� Date: 2� ! ( Date: �Z 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SHEET II OF 0 Lq F- 4 1 a ROTORS ROTATORS SLf TREE BUBBLERS T 12 X 0 STATIONS; „- 0 MINUTES MIN /STA T = ' 10 X 1S STATIONS 157 MINUTES MIWSTA X d STATIONS = 0 MINUTES ...- MIN /STA T 7 X 0 STATIONS; _ 0 MINUTES MIN /STA T 4 X Pl0 STATIONS 0 MINUTES MIN /STA T - 18 X 7 STATIONS: _ 128 MINUTES MIN /STA T = 3 X 11 :STATIONS . 0 MINUTES GLEAN COMPACTED (2) DETECTABLE WARNING SACKFILL TAPES *BACKFILL SHOULD BE PLACED IN 6" LAYERS FINISH -GRADE AND TAMPED MOUNT ENCLOSURE AS PER MANUFACTURER'S RECOMMENDATION E o o CONTROLLER, SEE LEGEND 1111 FOR SPECIFICATION. =:^ _ UNDISTURBED SOILS B +�_. �'�'��' tk = IT A X11 "`mow" ryia:'cY = LATERAL LINES, a I PER '. < as . 120 VOLT POWER SUPPLY SPECS ° ° IN J-BOX, BY OTHERS 31�111I � � • �� I 11= MAINLINE AND CONTROL WIRES, 111-1 PER SPECS Q RIGID ELECTRICAL CONDUIT I- I _ _ _ _ 111 -111= -III -I 111- i -fir I Il TO RAIN SENSOR OF SPECIFIED) 48" IN RIGID CONDUIT mmmn LOW VOLTAGE ARE IN RIGID PVC CONDUIT PVC ELECTRICAL SWEEP TO EXTERIOR BUILDING WALL THROUGH J-BOX °' '' '. +., • BUILDIN6 FLOOR BY OTHERS NOTE: INSTALL ENCLOSURE AS INDICATED P PLAN 8 MANUFACTURER'S NOTE: RECOMMENDATION. DETECTABLE WARNING TAPE SHALL BE PROVIDED FOR ALL PRE55r MAINLINES. STANDARD SMIL ROUTE WIRES AND SLEEVE THROUGH WALL TO RECTANGULAR PULL BOX AND THICKNESS, 5" WIDTH WITH ALUMINUM CORE. PERMANENTLY PRINTED AND A.PJNA. UNIFORM COLOR CODE. TRANSITION TO DIRECT BURY WIRE. FIFE INSTALLf4TION, RECYCLED WALL MOUNT CONTROLLER SCALE: N.T.S. I I SCALE:: N.T.S. PAVING a ` , °a a (2) DETECTABLE =Z x - WARNING TAPES _ .. T III -III -I s "w c �' - Illlllll >_ I LATERAL LINE SLEEVE, PER SPECS 1 CONTROL WIRE SLEEVE, i PER SPECS j IMAINLINE SLEEVE, PER SPECS o I 1n (V O DIMENSION- PEDESTRIAN A B G D 2" TO 12" SIZE 24" 15" 12" 6" DIMENSION- VEHICLE A B G D 2" TO 12" SIZE 50" 24" 15" 6" SAND BACKFILL COMPACTED TO THE DENSITY OF EXI5TIN6 SOIL *BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED UNDISTURBED SOIL EXTEND ALL SLEEVES 12" MINIMUM PAST HARDSCAPE ED6E5 NOTE: 5LEEVE5 TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETECTABLE WARNING TAPE SHALL BE PROVIDED FOR ALL PRE55LIRE MAINLINE5. STANDARD 5MIL W THICKNESS, 5" WIDTH WITH ALUMINUM GORE. PERMANENTLY PRINTED AND A.P.WA. UNIFORM COLOR CODE. O _")i LEEVE I N57ALLA7I ON, REGYGLED O J SCALE: N.7.5. i LU REVISIONS App'd Date I REFERENCES D to Q I I• i Z i u >nt 4� a_a sq 4 o. a� e; ar ESTIMATED WATER USE (GPD) `ETO x PF x HA x .62 ; ETo z 118 AVG.DAILYEtoi„ , ^1,Wperyear PF 0.5 SHRUBS & GROUND COVER (SPRAY &ROTOR) 0.8 :TURF (SPRAY & ROTOR) 0.5 :SHRUBS (POINTS & DRIPLIN(E) HA ISEE BELOW FOR SQUARE FOOTAGE _ §.. _ _ _ 0 62, CONVERSION FACTOR OF UNITS TO GRID = IE_ z 0.85 ROTORS _ .. 0.6 SPRAYS _ ......... '= 6.9 DRIP _ [ 085 BUGLERS - _ . . _t.. . , .... B.._... _ ...._.. ..._......... .............. . ; - .... .-..._ ................. ..- �E: AREA (SQ.FT ) SKKUb KU IAIUKO. % ISiUWt ,...... CVv-U =I 001.42 , UYU ............ (Eta x 0.5 x HA x .62)/.85 TURF ROTORS ..., €... /.........� . €.., , EWU € 000 ...._.- ..GPD..._... -- (Eta x 0.8 x HA x t 2)/ 85 SHRUB SPRAYS EWU 0.00 GPD , (Eto x 0.5 x HA x 62)160 TURF SPRAYS��� EWU 0 00 GPD (Eto x 0.8 x HA X.62)/.6 SHRUB DRIP; (Eta x 0 5 x HA x 62)1 90 TREE BUBBLER €� EWU 000 GPD (Eta x 0.5 x HA x .62')'/.'S5' 62)/ 85 ........ TOTAL S O. FEET. 18;680 EWU = 787.21 ACRE ? 0.43 i I GP_D _ _ �- _ 204,874 0.63 *EWU based on watering 5da6s j GPY* -AC FTFyr",', 1, per week, 52 creeks per year, 27361 08 i with no effective rainfall. z CU FTlyr MAWA =Etc x 0 8 x AREA x 0.62 DAILY MAWA t 1,089 ` z z YEARLY MAWA. 397,481 1 22� ....... GPY 'p1 r (f rS B._....._...__ _ FROM PRESSURE rf I 3 MASTER VALVE. REGULATOR I & �_LDW SENSOR SEE NOTE 2 7 2 B II I mm _ -- - - -- - . PLAN PLAN VIEW PO l QRESSUR�_s JO VIA5,,EJR4, REGULATOR !ALVE & FLOW SEE NOTE 2 °° q p�J 3� j J xi j C7 a SENSOR a w fl �11_ 1)61 ° PROFILE =PREISUT �=&Tr� uASTER � FLOW METER Yr5TRA]tdER RE K VALVE T i VALVi SENSO:" POC SEQUENCE J MOTES: 11 RENER TO SECTION 15151 AND 15152 OF THE SPECIFICATIONS a> INSTALL ONE TEST STATION LOCATED DIRECTLY DOWNSTREAM OF IRRIGATION CHECK AND PRESSURE REGULATOR VALVE PER WR--03 D SECOND GROSS CONNFCT ON TEST STATION INSTALLED AT FAR END OF ON -SITE MAIN I.INE BRAND "T5" ON PLASTIC TEST S AT1ON LIDS _ ....... .... -- ..... -- TEN1 SIZE AND DESCRIPTION iT t9 SIZE AND D- SCRIPTIGN NO NO 1 I19:xn i " ") SCH 80 PVC 90 ELL 5 19-Turn ig ,1 SCHEDULE 80 BRASS NIPPLE 2 ^9mm (3,4) SCI? 50 BRASS CLOSE NIPPLE 6 METER BOX WITH PURPLE COLORED Lsl 3 119na 0/4 ") BRASS LOCKABLE BALL VALVE, 7 LINE SIZE BRASS BALL VALVE '•PIP X METER SWIVEL 8 LINE SIZE x 197m t3,4" ) SCH 80 TEE ?11mm x 6ma i 3 Q U1 U) (V � O : O N 11A O lY_ D� O i 2 Iii Z lU 1L SHRUB SPRINKLER HEAD, SEE • LEGEND FOR SPECIFICATION INSTALL SPRINKLER HEAD FLUSH MT14 oo NON- POTABLE PURPLE COVER. ROTOR HEAD, SEE LEGEND FOR FIN150 GRADE IN TURF AREAS SECURE RISER TO STAKE WITH STAINLESS SPECIFICATION STEEL "PUNCH -LOK" CLAMP TWO REQUIRED —SPRAY HEAD, SEE LEGEND FOR SHRUB RI5M ASSEMBLY, SEE SPECIFICATION 12" MIN. LEGEND FOR SPECIFICATION NON - POTABLE PURPLE COVERS. REBAR STAKE, #4 X 56" LENGTH I/2" III III- INSTALL SPRINKLER HEAD 1/2" I —III- II— ABOVE FINISH GRADE IN SHRUB SPRING TYPE ANTI -DRAIN VALVE -I 1 =1 I I -III III -I I AND COVERS AREAS FINISHED �6RADPPLE, LENGTH A5 REQUIRED _ UNDISTURBED SOIL �}}}! -1 I -I -I I :11 1=_1 TRIPLE SWING JOINT - mr—L711.1 =11 1-- UNDISTURBED 501L I T —I Y ASSEMBLY, 8" LAY MINIMUM I I- SCH 40 PVC, THREADED COUPLING -I 111 AmUP I I I I I E 5GH 40 WG SxS:lT' T� FITTING 1=1 I I— I I— III — 11=1 TRIPLE SWING JOINT ASSEMBLY LATERAL x SPRINKLER INLET SIZE OT d SPECIFICATIONS F0 DEPTH R WI 5CH 40 PVC SxSxT TEE FITTING LATERAL "x SPRINKLER INLET SIZE NOTE: FOR TYPE AND DEPTH REWIRED INS INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY NOTE: ONTO PAVING, FENCES, WALLS OR BUILDINGS. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. DO NOT USE SIDE INLET ON HEADS WITH INTEGRAL CHECK VALVE. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ONTO PAVING, FENCES, WALL5 OR BUILDINGS. ON RECYCLED WATER 5YSTEM5 USE " RISER MARKER" POP -UP SPRINKLER ROTOR HEAD ON RISER SCALE: N.T.S. LATERAL CHECK VALVE SCALE: N.T.5. FINISH &RADELIN TURF AREAS (D 6" ROUND PLASTIC VALVE BOX, 'T' TYPE LOCKING LID 2O FINISH GRADE OCHECK VALVE O INTEGRAL UNIONS O 3" CLEARANCE BELOW VALVE OTOP OF BOX)4" ABOVE FINISH GRADE IN TURF, 2" ABOVE FINISH GRAVE IN BEDS 7 1 CU. FT. PEA GRAVEL 8 BRICK BLOCKING (2 REG) ODEP7111-5EE 5PECIFICATION5 PURPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND 'QCV" ONTO LID. FINISH GRADE IN SHRUB AREAS llll 2" MIN. —I IA QUICK COUPLER VALVE SEE LEGEND FOR SPED. RECYCLED WATER TAG ° BRA55 NIPPLE, MOLDED IN PLACE ° ° (4) BRICK SUPPORTS . a ° LA500 50H. 40 TRIPLE SWING, JOINT ASSEMBLY WITH MALE BRASS STABILIZER ELBOW MAINLINE, SEE 5MS. 3 of " 1 STAKES, LAND5GAPc FABRIC 3/4" ROCK, I CUBIC FT. NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. QUICK COUPLER VALVE KEY MUST 5WIVEL FREELY WHEN INSERTED INTO LUG, TRACK. �� C�UIGK COUPLER VALVE SCALE: N.T.5 FIN15H GRADE IN TURF AREAS PURPLE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLE55 BOLT, NUT, AND WA5HER. BOX TO BE PLACED AT RIGHT ANGLE TO HARD5CAPE EDGE. HEAT BRAND "BV" ONTO LID. " —FINISH GRADE IN SHRUB AREAS I -1 1=1 4" MIN. = III -III= - III -III' III =1 11= ILI I = RECYCLED WATER TA6 Fa MAINLINE, DEPTH AS PER SPECS. 2" MIN. 0 ° o (4) BRICK 5UPPORT5 5/4" ROCK, 2 CUBIC FT. LANDSCAPE FABRIC NOTE: BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. 5ALL VALVE SCALE-. N.T.5. DW RA A CG COMMUNICATION GABLE PULL BOX DA RA A RGV + STATION # REMOTE CONTROL VALVE DW RA A MV MASTER CONTROL VALVE DA RA A FS FLOW 5EN50R DA RW A BV BALL VALVE DW RW A FI FERTILIZER INJECTOR DW RA A B5 BASKET STRAINER DA RA A MS MOISTURE 5EN50R DIN RA A PB PULL BOX DIN RA A QGV QUICK COUPLER VALVE DW RA A FV FLUSH VALVE DA RA A 5LV SLEEVE MARKER DA RW A BO MAINLINE BLOW OUT DW RA A DV DRAIN VALVE DA RA A ARV AIRNACUUM RELIEF 'DW RA A DF DISK FILTER DW RA A PRV PRE55URE RES. VALVE CONTACT IRRI6ATION CONSULTANT FOR ANY DEVICE NOT LISTED. VALVE BOX IDENTIFICATION SHRUB ADAPTER SPRAY, SEE LEGEND FOR SPECIFICATION NON - POTABLE PURPLE COVER. 5014 12" MIN. 60 PVC NIPPLE, TWO REQUIRED LENGTH AS REQUIRED SPRING TYPE ANTI -DRAIN VALVE � �'''" FINISHED GRADE ' 117111- UNDISTURBED 501L - III =1J_I =III III - III -I � I- IIIII Ll LL I�rLI -LI 1 =1 I —III— — III —III —I TRIPLE 5WIN& JOINT ASSEMBLY 5CH 40 PVC 5x5xT TEE FITTING LATERAL x SPRINKLER INLET 51ZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: INSTALL SPRINKLER HEADS 12" FROM FENCES WALL5 OR BUILDINGS. DO NOT INSTALL SPRINKLER HEAD WITHIN 10 FT OF PAVING, CURBS OR TURF ED6E5, INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALL5 OR BUILDINGS. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SPRAY HEAD ON RISER SCALE: N.T.5. FINISH &RAPE IN TURF AREAS LASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. INISH &RAPE IN SHRUB AREAS = -I 4" MIN. = 24" WIRE LOOP VALVE ID TA65 r ADAP50HR800FFEM2ALE 2" MI PVC MAINLINE TO FLOW o ° SENSOR, PIPE PER SPECS. (4) BRICK SUPPORTS RA55 UNION BRASS- NIPPLE (TYP). LANDSCAPE FABRIC 3/4" ROCK, 2 GUBIG FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE MASTER VALVE ASSEMBLY. ALL THREADED CONNECTION5 TO HAVE TEFLON TAPE OR PASTE. MASTER VALVE SCALE; N.T.5. I_ HARDSGAPE EDGE INSTALL MAINLINE 18" OFF OF HARV5CAPE EDGE 5CH.60 TEE, MAINLINE x 1,142" Sx5x5 BALL TYPE 150LATION VALVE lFIF SCH. 80 PVC, UNION QUICK COUPLER 5CH.80 TRIPLE SWING JOINT ASSEMBLY WITH DOUBLE O -RING SEAL QUICK COUPLER VALVE IN A ROUND VALVE BOX, SEE LEGEND FOR SPECS. NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. QGV TO BE INSTALLED IN PLANTING AREAS WHEN POSSIBLE. S I NGLE' QGV I NSTALLA71 ON SCALE: N.T.S. I d / SCALE: N.7.5. 1 SCALE: N.7.5. REVISIONS A 'd PP Date REFERENCES Date — _ CITY OF ENCINITAS BENCH MARK SCALE Designed B g y Drawn B y Checked B y REVIEWED BY: g7l%�Le C5cj Rms IA4 5. PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W /TAG "RCE 29577" AT A 20' 0/S TO THE CENTER OF CUL DE —`SAC AT NE END OF ARBOR CT. ELV.= 174.391' (NAVD'88) •a Horizontal By: By: PVC PRESSURE SUPPLY LINE, I Pa Prepared Under Su ervision.Of P P Date �0'Z���' MARL 9. MOO R.L.A. No. 2 N/A I MASIH MAHER Date: 12.14011 LAW .WATT - P-BLji Dater ., Vertical N/A _ u FINISH GRADE IN TURF AREAS PLASTIC, RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSGAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. �_I II — _FINISH &RAVE 3 IN SHRUB AREAS ILl I I _ 24" WIRE LOOP VALVE ID TAG, LATERAL 50H. 80 PVC, THREADED ELL OR TEE 5CH. 60 PVC, 2 MIN. CONTROL VALVE, SEE LE6DO FOR 5FE05 FEMALE ADAP. pq SGH 60 PVC, NIPPLES (TYP). C� o LEN614 AS REQUIRED (4) BRICK 5UPPORT5 5C44. 60 UNION O IRRIGATION MAINLINE OR MANIFOLD SUB -MAIN 3/4" ROCK GRAVEL 2 CUBIC FEET LANDSCAPE FABRIC NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. IF MAINLINE OR MANIFOLD SUB -MAIN 15 AT VALVE DEPTH, TEE INTO VALVE WITH SGH.60 NIPPLE, LENGTH AS REQUIRED. REMOTE CONTROL VALVE 50ALE: N.T.5. Q J W d �(D �Z Q W Q 0� LLJ Q = D 081 r r Moody H % O lip Tw ww.gmplandarch.com ^' J P V ~ * e * 4125 Sorrento Valley Blvd. ne re L - 3 Suite D San Diego ew e � e ® a Q• California 92121 �9 �` Tel 858 558 8977 0 OF CAI.�F Fax 858 558 9188 O CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 1Re16Ar1ox M,alis role: SEASIDE RIDGE 10598 -G � DIRECTOR NORMANDY STREET & URANIA AVENUE Q 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SHEET 13 OF 2.y f— 0 LEGEND I. REDUCED PRE55ME PRINCIPLE BACKFLOW PREVENTER, PER LEGEND — _ 2. 3. WYE STRAINER (IF SPECIFIED) 5RA55 NIPPLES (LE:NSTH AS REQ) 4. FINISH GRADE. I I 5. 5CH.80 PVC, FEMALE ADAPTER. •a 6. PVC PRESSURE SUPPLY LINE, I I I T. (`2"x12 "xI2" CONCRETE THRUST BLOCKS _ 4 6. BRA55 TxT ELL, LINE 51ZE '- Q. COPPER 5xT ELL, LINE 51ZE II I 10. TYPE 'K' COPPER TUBING, I 4 FROM WATER METER. V m I I 3 11. V.I.T. STRONGBOX QP -50BF QUICK PAD, IF ENCLOSURE 15 5FECIFIED, SET 2" ABOVE GRADE B B 12. FILL BASE OF QUIGKPAD WITH s/4° ROCK TO TOP OF BASE OF UNIT 5 13. 5TAINLE55 STEEL ENCLOSURE, _ LOCKING AND VANDAL PROOF .s (IF SPECIFIED) >` ' B 14. PRESSURE REGULATOR Q I 8 i 6 (IF 5PEGIFIED), NO' E5: I. INSTALLATION MUST CONFORM TO LOCAL CODE5 2. CONTRACTOR MUST PROVIDE BACKFLOW CERTIFICATION. 3. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 4. ALL BRASS OR COPPER BELOW &RAVE SHALL HAVE AAWA 0209 APPROVED PIPE TAPE. 5ACKFLOW DEVICE 5GALE: N.T.5. FINISH GRADE IN TURF AREAS PLASTIC, RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSGAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. �_I II — _FINISH &RAVE 3 IN SHRUB AREAS ILl I I _ 24" WIRE LOOP VALVE ID TAG, LATERAL 50H. 80 PVC, THREADED ELL OR TEE 5CH. 60 PVC, 2 MIN. CONTROL VALVE, SEE LE6DO FOR 5FE05 FEMALE ADAP. pq SGH 60 PVC, NIPPLES (TYP). C� o LEN614 AS REQUIRED (4) BRICK 5UPPORT5 5C44. 60 UNION O IRRIGATION MAINLINE OR MANIFOLD SUB -MAIN 3/4" ROCK GRAVEL 2 CUBIC FEET LANDSCAPE FABRIC NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. IF MAINLINE OR MANIFOLD SUB -MAIN 15 AT VALVE DEPTH, TEE INTO VALVE WITH SGH.60 NIPPLE, LENGTH AS REQUIRED. REMOTE CONTROL VALVE 50ALE: N.T.5. Q J W d �(D �Z Q W Q 0� LLJ Q = D 081 r r Moody H % O lip Tw ww.gmplandarch.com ^' J P V ~ * e * 4125 Sorrento Valley Blvd. ne re L - 3 Suite D San Diego ew e � e ® a Q• California 92121 �9 �` Tel 858 558 8977 0 OF CAI.�F Fax 858 558 9188 O CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 1Re16Ar1ox M,alis role: SEASIDE RIDGE 10598 -G � DIRECTOR NORMANDY STREET & URANIA AVENUE Q 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SHEET 13 OF 2.y f— 0 Q N; 1n (V v z Q Q : RECTANGULAR VALVE IRRIGATION MAINLINE INSTALLED 18" QUICK COUPLING BOX (TYP) OFF HARDSGAPE EDGE VALVE BOX (rm) HARDECAPE EDGE O O O QUICK COUPLER VALVE ON 5AIN6 JOINT IN ROUND VALVE BOX 50H. 80 PVC TEE, 5x5x5 MAINLINE X MANIFOLD 51ZE O O O O 5CH. 80 PVG UNION BALL TYPE ISOLATION VALVE, IF SPECIFIED ry 1211 12" 44 SGH. 80 PVC TEE, 5x5x5 BALL TYPE 150LATION VALVE, IF SPECIFIED - NOTES: SGH. 80 PVC, UNION I. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALT BASED WATERPROOF PAINT. IRRIGATION 50- MAINLINE, SIZE PER 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. 12" TYP. LARGEST VALVE 3. LOCATE VALVE A55EMBLIE5 IN SHRUB OR GROUND COVER AREAS WHEN POSSIBLE. 4. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT MINIMUM 12 SEPARATION BETWEEN PRIOR TO INSTALLATION. ALL VALVE BOXES 5. CENTER VALVE BOXES OVER VALVE ASSEMBLE 70 FACILITATE ACCESS AND MAINTENANCE. 6. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOPS AT FINISH GRADE IN TURF AREAS OR 3" ABOVE FINISH GRADE IN 5HRU5/GROUND COVER AREAS. T. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA. 18" TYP. REMOTE CONTROL VALVE 4. ON RECYCLED SYSTEMS ALL VALVE BOXES AND QUICK COUPLING VALVES COMPACTING HALL BCE CLEARLY SGH. 80 PVC UNION COLORED PURPLE. LATERAL LINE TO SPRINKLERS VALVE ^ NOTE: ALL THREADED CONNECTIONS TO BOX Ll�YOUT HAVE TEFLON TAPE OR PASTE SCALE: N.7.5. NOTE: IF MANIFOLD 50 -MAIN 15 AT VALVE DEPTH, TEE INTO VALVE WITH SGH.80 NIPPLE, LENGTH AS REQUIRED. TOP \/17-A MANIFOLD INSTALLATION F \ SCALE: N.7.5. DIMENSION- PEDESTRIAN A B G D 2" TO 12" SIZE 2411 18" 1211 611 DIMENSION- VEHICLE A B G D 2" TO 12" SIZE 8011 24" 1811 6" EXTEND ALL SLEEVES 12 MINIMUM PAST 14ARCWAPE EDGES BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED SLEEVE INSTALLATION, POTABLE \ / SCALE: N.T.5 SIDE VIEW q0° ELL THRUST BLOCK - p c p 12" 6" Lill p EDGE. HEAT BRAND "I'S" ONTO LID. , p CONTROLLER 50" PVC, MAINLINE 611 FROM MASTER 311 V fit ® ev RAIN SENSOR INSIDE A VANDAL _ NOTE: TOP VIEW PRIOR TO THRUST BLOCKING, WRAP FITTINGS USING AWWA 0204 APPROVED TAPE. PVC CONCENTRIC 2000 LB. MINIMUM CONCRETE. q" THRUST BLOCK BEARING FACE TO REST .. REDUCER. AGAINST UNDI5TURBED SHOVEL GUT SOIL..• - Q ENTRY NEMA 5R ENCL05LRE CONCENTRIC ° v p ° w a a o PVC, PIPE I" ELECTRICAL 5/411 ROCK, 2 GUBIG FEET v? . "a �.'.. p a 2011 CONTROL WIRES POWER SWITCH AND NOTE: NO FITTINGS IOx PIPE O.D. UPSTREAM OF SENSOR, NO F177IN65 5x PIPE O.D. DOWNSTREAM 6FI RECEPTACLE p ° INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, ROUTE WIRES PI TEE THROUGH CONDUIT TO IRRIGATION CONTROLLER. ... v USE 45 DEGREE ELL5 TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM 51M OF THE FLOW SENSOR. 5" PLOW SENSOR 10 01 q FILL BASE OF QUIGKPAD ��� REDUG I NG TEE THRUST BLOCK q" 1111 PVC PIPE e p 4 NOTE: PVC, ELL PRIOR TO THRUST BLOCKING, WRAP FITTINGS 5" USING AWWA 6204 APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. THRU5T BLOCK BEARING FACE TO REST AGAINST UNDI5TURBED SHOVEL GUT SOIL. SIDE VIEW PVG PIPE 3" a ° 1111 Da i i o j SCALE: N.T.5. RGV IRRIGATION CONTROL VALVE I A 4 3 % 9 O O IRRIGATI ON CONTROL VALVE I. RECT. PURPLE VALVE BOX WITH LOCKABLE COVER. 2. 2" LABELING PER SPECIFICATIONS 5. CONTROLLER/EQUIPMENT 1PE516NATION 4. VALVE IDENTIFICATION S. ROUND PURPLE VALVE BOX WITH LOCKABLE COVER NOTE: ALL VALVE BOX COVERS SHALL BE PURPLE IN COLOR ON RECYCLED WATER SYSTEMS. VALVE BOX LABELING SCALE: N.T.S. PVG PIPE PVC, ELL - NOTE: PRIOR TO THRUST BLOCKING, WRAP FITTIN65 USING AWWA 020q APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL. TOP VIEW 411 p p p 1111 ° O ° v PVC PIPE 5OE VIEW A °' ITII ;a 45° ELL THRUST BLOCK DIMENSION A q0° ELL THRUST BLOCK 1/211 TO 2 -1/2" IN SIZE IS" 12" 6" SCALE: N.T.S. 2411 EDGE. HEAT BRAND "I'S" ONTO LID. 6" CONTROLLER 50" PVC, MAINLINE 611 FROM MASTER 311 V ® 2411 WIRE = _I 4" MIN. - III =I I r PVC, MAINLINE TO RAIN SENSOR INSIDE A VANDAL _ _ S RESISTANT ENCLOSURE STAINLE55 STEEL TOP - -► FL -► 2" MIN. ENTRY NEMA 5R ENCL05LRE CONCENTRIC ° REDUCER FITTING ~ —(4) BRICK SUPPORTS TERMINAL STRIP FOR a a o I" ELECTRICAL 5/411 ROCK, 2 GUBIG FEET CONDUIT TO CONTROL WIRES POWER SWITCH AND NOTE: NO FITTINGS IOx PIPE O.D. UPSTREAM OF SENSOR, NO F177IN65 5x PIPE O.D. DOWNSTREAM 6FI RECEPTACLE OF SENSOR. INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, ROUTE WIRES THROUGH CONDUIT TO IRRIGATION CONTROLLER. FIN15H GRAVE USE 45 DEGREE ELL5 TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM 51M OF THE FLOW SENSOR. PLOW SENSOR PREFORMED ALUMINIUM PAD FILL BASE OF QUIGKPAD V.I.T. STRONGBOX QUIGKPAD WITH s /4" ROCK TO TOP =L MOUNTING PAD OF BASE UNIT 1 1/4° GOMMUNIGATION GABLE V4' PVC, CONDUIT FOR FLOW III t "I PVC, CONDUIT (IF REQ) SENSOR 3 MV WIRES 5" CONTROL WIRE PVC CONDUIT TO VALVES PVG CONDUIT FOR 5/a "x 8' COPPER GROUND ROD SERVICE ELECTRIC SERVICE WITH •6 BARE GROUND WIRE PER NEC CODES AND CLAMP NOTE: PROVIDE RECTANGULAR PULL BOX FOR LOW VOLTAGE CONTROL ARE SPLICES AT BASE OF CONTROLLER. �� PEDESTAL CONTROLLER -TOi� ENTRY j SCALE: N.T.5. RGV IRRIGATION CONTROL VALVE I A 4 3 % 9 O O IRRIGATI ON CONTROL VALVE I. RECT. PURPLE VALVE BOX WITH LOCKABLE COVER. 2. 2" LABELING PER SPECIFICATIONS 5. CONTROLLER/EQUIPMENT 1PE516NATION 4. VALVE IDENTIFICATION S. ROUND PURPLE VALVE BOX WITH LOCKABLE COVER NOTE: ALL VALVE BOX COVERS SHALL BE PURPLE IN COLOR ON RECYCLED WATER SYSTEMS. VALVE BOX LABELING SCALE: N.T.S. PVG PIPE PVC, ELL - NOTE: PRIOR TO THRUST BLOCKING, WRAP FITTIN65 USING AWWA 020q APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL. TOP VIEW 411 p p p 1111 ° O ° v PVC PIPE 5OE VIEW A °' ITII ;a 45° ELL THRUST BLOCK DIMENSION A B - G 1/211 TO 2 -1/2" IN SIZE IS" 12" 6" 511 IN 51ZE 2411 EDGE. HEAT BRAND "I'S" ONTO LID. 6" 4" AND LARGER 50" PVC, MAINLINE 611 SAGKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED PIPE INSTALLATION, POTABLE SCALE: N.T.S. PVG PIPE PVG TEE Iw I G: PRIOR TO THRUST BLOGKIN6, WRAP FITTINGS USING AMA C2001 APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. THRUST BLOCK BEARING FAGS TO REST AGAINST UNDISTURBED SHOVEL GUT SOIL. PVG PIPE 311 TEE THRUST BLOCK \ % SCALE: N.T.S. � �'='J SCALE: N.T.5. FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER, BOX TO BE PLACED AT RIGHT ANGLE TO HARD50APE EDGE. HEAT BRAND "I'S" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION PVC, MAINLINE FROM MASTER 311 V VALVE FINISH GRADE IN SHRUB AREA =J� =L= 2411 WIRE = _I 4" MIN. - III =I I r PVC, MAINLINE TO _ _ S 10 x PIPE VIA. - 5 x PIPE DIA. y _ -► FL -► 2" MIN. FUNNEL TYPE 0 0 0 CONCENTRIC ° REDUCER FITTING ~ —(4) BRICK SUPPORTS a a o I" ELECTRICAL 5/411 ROCK, 2 GUBIG FEET CONDUIT TO CONTROLLER LANDSCAPE FABRIC NOTE: NO FITTINGS IOx PIPE O.D. UPSTREAM OF SENSOR, NO F177IN65 5x PIPE O.D. DOWNSTREAM OF SENSOR. INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, ROUTE WIRES THROUGH CONDUIT TO IRRIGATION CONTROLLER. USE 45 DEGREE ELL5 TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM 51M OF THE FLOW SENSOR. PLOW SENSOR SCALE: N.T.S. 5 C ALE: N.T.S. I O v v _ LU O REVISIONS A 'd Date REFERENCES Dat CITY OF ENCINITAS BENCH MARK Designed By Drawn By Checked By REVIEWED BY: 1u .� - SCALE Y /tS —Ill IL,r •� � PT. NO. 1005 (ENC -O5) OF CITY OF ENCINITAS - ' SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal Z DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A N/A / Prepared Under Supervision Of By: By: 1L1 20' 0/S TO THE CENTER OF CUL -DE -SAC AT NE I Date �'Z� °�� MASIH 1 ER LA VC A. W_AT� - PUBL -1 -- END OF ARBOR CT. ELV.= 174.391' (NAVD'88) Vertical2� Date: ���/ ���� Date: L LL N A MARC A. MO R.L.A. No. III - TOP VIEW IU T 3" dp r p v � ° IEi 3" q11 SIDE VIEW A -7 •p <. • a Q 1111 <' a Z J wa (D 0 Z N L� p` 0� U r� D D S CAP, O M °ody N /q O VI ° c'y� N V� �� www.gmplandarch.com IN n" ure 4125 Sorrento Valley Blvd. * 1 - * • Suite D San Diego s • c dP California 92121 -Q Tel a58 558 8977 0 �F CA - Fax 858 558 9188 O CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IR1t16AT10N atTA1L5 III SEASIDE RIDGE 10598 -G Q NORMANDY STREET & URANIA AVENUE )6 -111 TM CDP EIR DR & 06 -112 TM /C EIR DR SHEET 14 OF 0 C) a TOP VIEW IU T 3" dp r p v � ° IEi 3" q11 SIDE VIEW A -7 •p <. • a Q 1111 <' a Z J wa (D 0 Z N L� p` 0� U r� D D S CAP, O M °ody N /q O VI ° c'y� N V� �� www.gmplandarch.com IN n" ure 4125 Sorrento Valley Blvd. * 1 - * • Suite D San Diego s • c dP California 92121 -Q Tel a58 558 8977 0 �F CA - Fax 858 558 9188 O CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IR1t16AT10N atTA1L5 III SEASIDE RIDGE 10598 -G Q NORMANDY STREET & URANIA AVENUE )6 -111 TM CDP EIR DR & 06 -112 TM /C EIR DR SHEET 14 OF 0 C) a ' O K Q D- N r V Q a 4 O O CV O : O v W IL O i 2 la ,- 57 CC WIFE ,_, LOW VOLTAGE WIRES, 3 MAXIMUM POUTER CASE OF CONNECTOR NOTE: INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRIDGE. DO NOT RE5U5E SEALANT CARTRIDGES. �^� WIRE CONNECTIONS FINISHED GRADE IN TURF AREAS 10" ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER, L15E STAINLESS BOLT, NUT, AND WA5HER. HEAT BRAND "PB" ONTO LID. 24" WIRE EXPANSION LOOP (TYP). 3" FINISH 6111 _ — IN SHRUB AREAS —INATER PROOF III =III: WIRE CONNECTORS ROUND PULL BOX (4) BRICK SUPPORTS PVC ELECTRICAL SWEEP (IF INSTALLED IN CONDUIT) LANDSCAPE FABRIC 314" ROCK, 101.1516 FT. SCALE: N.T.5. / ` / SCALE: N.T.5. NOTE: NOTE: - — CONTROL ZONE KIT (SEE ALL THREADED CONNECTIONS F FLUSH VALVE(5), PER LEGEND, ALL THREADED CONNECTIONS 0 TO HAVE TEFLON TAPE OR PLUMB TO EXHAUST HEADER TO HAVE TEFLON TAPE OR LEGEND) PASTE. PASTE. DRIP TUBING START CONNECTION SUPPLY HEADER OCONTROL ZONE KIT (SEE LEGEND) AREA PERIMETER DRIP TUBING LATERAL NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS n PVC SUPPLY HEADER DRIP TUBING START CONNECTION DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE PVC EXHAUST HEADER PERIMETER LATERALS 2 F TO 4" FROM EDGE O FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER DRIP ZONE LAYOUT - CENTER FEED DRIP ZONE LAYOUT - END FEED SCALE: N.7.5. 5GALE: N.T.5. METER BOX W/ SIDEWALK 'TER —24 "� STREET SURFAGE------------- aPPROx. 8" 3.8 FEET POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM i POTABLE SERVICE LINE t /O RECYCLED WATER IRRI&ATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM 15 MANDATORY WHEN CROSEIINI PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRI6ATION MAINLINE 24" FROM FACE OF 51DEAALK WILL PROVIDE THE NEGE55ARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. �L E OABLE SERVICE LINE GROSSING SCALE: N:7.5. 12" MINIMUM REQUIRED VERTICAL SEPARATION RECYCLED WATER IRRIGATION MAINLINE NOTE: ALL RECYCLED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED. POTABLE MAINLINE CRO551 NG / SCALE: N.T.5. EASY FIT C-OMPRE55ION FLUSH GAP: OPVC 5CH 80 NIPPLE App'd Date RAIN BIRD MDGFGAP D t (GL05E) CITY OF ENCINITAS BENCH MARK SCALE OR 7 w O 4 cp rn N �! O2 VALVE BOX WITH COVER: Checked By REVIEWED BY: EASY FIT PURPLE COMPRESSION 24 -INCH SIZE t4- FLUSH GAP: /s ? b 5 4 3 2 I O3 ID TAI: RAIN BIRD SERIES PT: NO. 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER 'R.O.S. 18416. DESCRIPTION: 2" I.P. W /TAG "RCE 29577" AT A 20' O/S TO THE CENTER OF CUL —DE —SAC AT NE END OF ARBOR CT. ELV.= 174.391' (NAVD'88) 4P ��' �4 e e RAIN BIRD MDGFPGAP EASY FIT 3/4" MALE COMPRESSION ADAPTER: ID TA6 Horizontal By: �, By: RAIN BIRD MDGF95MPT 4O WATER PROOF CONNECTION O S Prepared MARC A. MO MY e BIRD 5PLICE -1 N/A IRA16ATION DETAILS FOR: SEASIDE RIDGE 10598 -G W NORMANDY STREET & URANIA AVENUE 0RAIINN MASIH VIAHER Date: LA A. WAS PUBLI( Date: 0 O30 -INCH LINEAR LENGTH N A 0 Air q OF WIRE, COILED 3/4" FEMALE ADAPTOR 3° MIN. b FINISH GRADE 10 '1 TOP OF MULCH ®PVC, SCH 40 COUPLING LATERAL LINE PER PLAN q (DPVC SCH 80 NIPPLE (LENGTH A5 REQUIRED) II • IO PVC 50H 40 ELL II PVC, SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND o� • VALVE BOX (INSTALL PER SPECS) PVC SIGH 40 ELL 12 PVC 5CH 40 TEE OR ELL • Cb•QI0Q _ 13 BRICK (I OF 4) 0 O 0 •o � 12 13 14 IS lb 11 18 Iq 14 3. MINIMUM DEPTH OF GRAVEL EASY FIT COMPRESSION COUPLING: 15 PVC, MAINLINE RAIN BIRD MDGFGOUP Ib CONTROL ZONE KIT: RAIN BIRD BRICK SUPPORTS (THREE) MODEL XGZ -100 11 PVC, 50H 80 UNION FOR 5/4" GRAVEL 5UMP (I CUBIC, FOOT) SERVICING A55EMBLY NOTE: 18 PVC, SCH 40 MALE ADAPTER ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE.. XCZ -100 CONTROL ZONE <17 Iq PVC LATERAL PIPE ��� MDGF FLUSH GAP I % SCALE: N.T.5. F FLUSH VALVE, PER EXHAUST HEADER LEGEND, PLUMB TO - EXHAUST HEADER DRIP TUBING PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS DRIP TUBING START CONNECTION AREA PERIMETERS BLANK TUBING HEADER CENTERED ON MOUND OR BERM SUPPLY HEADER NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. CONTROL ZONE KIT (SEE LEGEND) /� DRIP ZONE LAYOUT - ODD CURVES SCALE: N.7.5. FINISH GRADE - III - III - III - III - III -I � I -I � I- III -I 11 -1 I I- 1 -I -I I- III - III -I I I I I I -I I_I 3" WIDE DETECTABLE MARKER TAPE - III - III - III - III -I 1I- 1 -1 - III — III — III — III —III- PURPLE LATERAL NON -PROF -I I— 111 -11— 11— RECYCLED WATER PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER 1- III - III -1 —III— I — THE LINES GRO55 THE POTABLE PIPE NO -I 11 -I 1 =1 11 =) 11 =1 SLEEVE 15 REQUIRED. PURPLE COLORED PRESSURE MAINLINE PIPE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CRO55, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A PURPLE COLORED II SLEEVE, THE SLEEVE SHALL EXTEND 10 FEET ON EITHER 51M OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. POTABLE WATER LINE 12" MINIMUM CLEARANCE (T R) ® RECYCLED PRESSURE MAINLINE AND SLEEVE POTABLE I$ RECYCLED WATER GRO551 NG SCALE: N.T.5. \ / SCALE: N.T.5. NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE PASTE. CONTROL ZONE KIT (SEE LEGEND) DRIP TUBING START CONNECTION PVC SUPPLY HEADER DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS AREA PERIMETER p FLUSH VALVE(S), PER LEGEND, PLUMB TO EXHAUST HEADER DRIP ZONE LAYOUT - MULTIPLE BED5 50ALE: N.T.5. z Q J `W V 0 Z EE W Q 0 I= W � 1 O X App'd Date I REFERENCES D t O CITY OF ENCINITAS BENCH MARK SCALE Designed By 7 w O 4 cp rn N �! Drawn By Checked By REVIEWED BY: 4125 Sorrento Valley Blvd. t4- L /s _ PT: NO. 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER 'R.O.S. 18416. DESCRIPTION: 2" I.P. W /TAG "RCE 29577" AT A 20' O/S TO THE CENTER OF CUL —DE —SAC AT NE END OF ARBOR CT. ELV.= 174.391' (NAVD'88) 4P ��' �4 e e Celifomie 92121 Tel 858 558 8977 0 OF CA�• Horizontal By: �, By: Fax 858 558 9188 O S Prepared MARC A. MO MY Under Supervision of Date 16 R.L.A. No. N/A IRA16ATION DETAILS FOR: SEASIDE RIDGE 10598 -G W NORMANDY STREET & URANIA AVENUE Vertical MASIH VIAHER Date: LA A. WAS PUBLI( Date: 0 N A 0 Air \ / SCALE: N.T.5. NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE PASTE. CONTROL ZONE KIT (SEE LEGEND) DRIP TUBING START CONNECTION PVC SUPPLY HEADER DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS AREA PERIMETER p FLUSH VALVE(S), PER LEGEND, PLUMB TO EXHAUST HEADER DRIP ZONE LAYOUT - MULTIPLE BED5 50ALE: N.T.5. z Q J `W V 0 Z EE W Q 0 I= W � 1 O X T �phMAP,& �Q goody 4,yc O N 7 w O 4 cp rn N �! www.gmplandarch.com ., !T � 4125 Sorrento Valley Blvd. pne ure L * 10 -13 * _ ®e a Suite D San Diego W 4P ��' �4 e e Celifomie 92121 Tel 858 558 8977 0 OF CA�• Fax 858 558 9188 O CITY OF ENCMTAS ENGINEERING SERVICES DEPARTMENT Drawing No. IRA16ATION DETAILS FOR: SEASIDE RIDGE 10598 -G W NORMANDY STREET & URANIA AVENUE SHEET 15 OF )6 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR 0 0 Air IRRIGATION SPECIFICATIONS SECTION 02511 G., OPERA �p gq�p E Mm -DRAIN VALVES: E Nl LR 5 SHALL HAVE A MINIMIM CLEARANCE OF 6 INCHES FROM EACH OM AND IZ WhIEi FROM LIDS OF OM TRADES. I. IVI aTl ATjp! OF�O�IATIp� AND MM�� �ALS SHALL TD�GR�MA INSTALLED AND OPERATION 2 MITI-0W11N VA 51iAll h�V� I6 6 5 MANIVACM 51 AND TYPE INDICATED ON 1+E DRAWN65. LANDSCAPE RR I GAT I ON lEASr 4N.rnuVAK DAYS PRIOR To f Nf£i AND VALVE STEALS NTH BIMA N SEATS. F. PARALLEL LH�"i SHALL NOT BE INSTALLED DIRECnr OVBt EAGI a� 5Y5 3. MITI -DRAIN VALVES ALL HAVE THEM CONNECTIONS THE SIZE OF THE RISER OR PIPE THEY ARE TO BE INSTALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP CONELTION 2 �p� SHRTOR AXT -GRAIN VALVES ARE AJOO 6. IN SOLVENT W3DU5 USE ONLY TIE SPECIFIED PRIMER MID SOLVENT C,EtENT AND MAKE ALL ON15 IN STRICT ACCORDANCE WiH THE MANIFAGTM5 RECOMMEDED METHODS INCUIDI A STATING NUh DURATION OF 6UARANTEE PERIOD, LI5T OF ECJIPMENT INILLUDIN6 NAMES AND wPN6 ALL EKfkfi 50LVBIf FROM EACH YBD. ALLOW 50LYBRf W3D5 AT LEAST 5 MIMUIES SETUP TIME l hi0YIN6 OR HANDLING MID 24 HOiAD CURING TIME BEfOTE flLIJN6. PART I - GENERAL pp��55 OLAL 2.01 VALVE BOD4:5 5LMMARY G, B. 5P PAR15 LI5T5 TION FOR ALL EpAPh�IT. A VALVE BOXES 5Hk1 BE FABRICATED FROM A gR11BI E YEMHER RE515TMIT PLASTID MATERIAL RESISTANT TO SIMI IEMT AND GIEMON ACTION OF SACS. N. PC PIPE SHIN L BE INSTALLED M A MANNER WNGH ALL PROVIDE FOR E>Q'M510N GONTRAG710N A5 RECOMMENDED BY THE PIPE MANlFAG1L I. CENTER W ALL FII PIPE PRIOR TO PRESSURE TESTNK. A IT 1511E INTENT OF THE SPEGIFICATION5 AND DRAMS THAT THE FINISHED SYSTEM 15 COMPLETE IN EVER' INSPECT AND SHALL BE READY FOR OPERATION SATSFACTORY TO THE DAM D. EpAPMENT: B. THE VALVE BOX COVER 5HAIL BE 6REEN IN DOLOR AND 5EQR NTH WL15. I. SUPPLY AS A P OF THIS CONTRACT TIE FOLLONN611B45. J. ALL THREADED fl./6TIG -TO-PI i; cOWEtw SHALL BE !�'6B� ED ON$ TEFLON TAPE OR MON PASTE B. THE WORK 5hA L INCLUDE ALL MATERIALS 5r�g, TRANSPORTATION AND Ep11PMENT NCE56w TO PERFORM TIE WORK AS INDICATED ON THE DRANNO, IN THESE A TYO IIII 9i FOR DISASSEMBLY AND ADA7 W OF EACH TYPE Of 5PRIWIER MOM IN THE IRRI6ATiON SYSTEM. C. TIE COVER AND BOX 5HALL BE CAPABLE OF 5USTAININ6 A LOAD OF 1,500 POUNDS. SPEGIFIGATIOK AND AS HEGE531RiY TO G THE GONTRA4T. B. - THIiLff 30 INCH 5PRINp Bt KEYS FOR MANJAL OPERATION OF CONTROL VALVES. K FOR PI A6TIG TOdETAL cOMIECTI0N5 ,WORK 11E METAL CONfLT10H5 flRciT. USE A NON HARDBIIN6 PIPE DOPE AM ALL 141RFJmED PI AciTIGTOHETAL COIQFLTONS EXCEPT N6ff C. TWO KEYS FOR EACH AUTOMATIC CONIROLR D. VALVE BOX EXT8610N6 5HNJ. BE BY THE SAME MANFACTURER AS THE VALVE BOX NUB OTHERWSE Al PIAST 6 -TD+VAL CONNCCTONS SHALL BE MADE ATH PLASTIC, FEMALE ADAPTERS 102 CO ISTRJGTION ORMUNrS D. FIVE (ABCK GOJFLER 05 NTH A BRONZE HOSE THREAD 90 DEGREE S IM ATTACHMENT AND FIVE COUPLET! LID KEYS. E FIVE VALVE BOX COVER KEY OR NRE0 . E AITOMATiC CONTROL Am MASTER VALVE SHAT BE Ib'XI I'A2" REGTANEU.AR 51ZE. VALVE BOX COVERS SHALL BE'EAT BRANDED' IN T H16H LETTERS NTH EITHER ?ZIP NTH L Al CO MT06 B TYM POO LATERAL LINES EVI BE WIDE H)5IN6 SON. 40 PIG MITIN66I M GOhPmwm ADAI IBtS. ALL COMECTONS BETYEEII DRIPPERLIN15 TO BE MADE H51NG A DUE TO THE SCALE OF THE DRAWN�, IT 15 HOT TO UOOATE ALL MTTiW ETC. *0 MAY BE RJIR. THE CONTRACTOR SEOUL GA�11.LY IN0116AiE F. ONE 5-FOOT'TEE NRBNLH FOR OPEfRATIN6 SATE VALVES 3 INCHES OR LARGER OF USED). THE VALVE IDEMIflGATION NJMBERS OR'MCV'. COMPRES5IGN flTTINS5 OF MANUFACTURER OF THE DRIPPERLIN:. USE NO PIPE DOPE, i IFLON T11PE, PRIM! OR SOLVENT C�RR ON COMPREfiION FITTINGS. TIE STRUCTURAL AND MN190 CONDTII016 AMY* ALL OF HIS WORK N WORK Y RM15UN6 50 FTT1*S ETC. AS MAY BE RF FW TO FEET SUCH 6. 51X EXTRA SPRIWJ R HEADS OF EACH SIZE NO TYPE PER IRRIGATION M. CONDITIONS. DRANNS5 ARE 6ENERiVlY.DA6RHN4M3 %AO INDICATIVE OF THE AX TO BE USTALLED. Tt NORK SHALL BE IMEN IN SIGH A MAME AS TO AVOID CC9ii.ICT5 F. SPELIALTIY'JJMBO' BOKE'i KAY BE INDICATED ON DRAWNGS AND SHALL BE 25'AFX12' RECTANGULAR 512E 305 CONTROLLER BETM BN IM16ATON 5Y5TEM%PLANTING, NO AROHIMTURAL fEAi IRE5. 2. THE ABOVE 5WIPM ENT SHAU. BE TURNED OVER TO OWES 01ORIZED REPRESENTATiVE AT THE FINAL IN5PECTON 6. g�,� VALVE, 6ATE VALVE, AND amm COUPLER VALVE BOXES SHALL BE CIRAAAR 10' SIZE. VALVE BOX COVERS SHALL BE "{EAT BRAIDED' IN P HOH LETTERS NTH EITHER W, VY, A THE EXACT LOCATION OF THE C.ONIRO O SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR OMBS APHORIZED R�6NTATNE BEFOfE INSTALLATION. THE ELECTRICAL B. ALL WORK CALLED FOR ON THE "NOS BY NOTES OR DETAILS 5HALL BE FURII AND IN5TA.0 WHETHER OR NOT MIFIC&LY MENTIONED IN THE SPECIFICATIONS; NO AN ITEM 110 COMPLETION �E �p OR'QCV'. SERVICE SHALT. BE COORDINAiED NTH THIS LOCATION AUTM SHOMN ON THE TY FOR GU�FIGA Q�1 SHOwI ON THE SPECIFlGAT1OIEi OR YIGE VGA IT SINN L � DEBT TO � A55HONI ON EOM THE LANDSCAPE ARCHITECT SHAH HAVE FINAL A � � ��NI�V� OF Tom ¶GOMPI ELL® LON�iRAG�TO(t AST TISE T 0F1 P05 ANiBIANGE�PERI�OD� FII IRYTIIOLLNI WA 4, RILL BE � If 2OB WATIGN CONTROLLER B. THE IRRIGATION CONTRACTOR 51ULL BE RESPONSIBLE FOR THE fINM. ELECTRICAL HOOK UP TO IR 16ATON CONTROLLER REII�EGiED AND PURL ACC3PTANICE NLL BE M MIND BY THE LMO5GAPE ARCHITECT, ONORS AUBORII REPRESENTATIVE, MID 6WERNIN6 MENGIE5. G. THE CONTRACTOR SHALL NOT WILLWLLY INSTALL THE 11ION 5'fSTBM AS SHOAT ON THE DRAwH55 NO IT 15 OBVIOUS IN THE FIB.D THAT OBSTRUCTORS GRADE DIFFERENCES OR A GONiRO1J.ER SHALL BE OF THE MANFACIURER SIZE AND TYPE INDICATED ON THE DRAYUN65. G. THE IRRI6A710N SYST€M SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL ME OF THE DESIGN AREA, DISGREPANGES M AREA DIMEt6OA5 D45T THAT M16HT NOT Me M MOM IN BNSINERIN6. 90 096TRIXTON5 OR DIFF3tENCE5 5HOUD BE MW TO THE ATTENTION OF THE B. THE OMSS AI MM M REPRESBRTAiiVE SNAIL HAVE FINAL WHORITY ON ALL RORT10N5 OF THE WORK. LAND56AFE ARCHITECT AS SOON A5 DMMI?. N THE EVER THIS NOTIFICATION S NOr F6ff' 'ED, THE IRRI6AT1ON CONTRACTOR SHALL ASSUME FULL RESPON5BIL11Y FOR ANY B. THE CONTROLLER ENd.001UE 5H LL BE OF THE MANJFACTURER, SIZE AND TYPE INDICATED ON THE WMNS5. THE D OLOFUfE SHALL AM ENCLOSE OSE TIE CONTROLLER ELECTRICAL MET . D. INSTAL. CONTROLLER ENCA5URE AS REGOMr@OED BY THE MMNUFACVM fEV1510N NCES6ARY. G. 9& WS THE 1911 AA WIFLEM SET OF ai ER � � MATH 116MMO15 �5 AUIHIORIZED REPRESENTATIVE IN THE OPERAiiGN AND MAINTENANCE OF THE IRRI6ATON SYSTEM AND C. THE CONTROLLER SHALL BE OF THE MAHUFACNRER 512E AND TYPE FURED BY THE UIY OF BGIII?fi Mb CONTROL ARIN5 103, gNJ.11YA55URANCE D. ANY SERLINS OF T005 NO MAY OLGR DURING THE ONE -YEAR PERIOD POLLOMN9 ACCEPTANCE SHALL BE REPARED TO THE CME5 SATISFACTION BY TIE CONTRACTOR HIM 209 ELECTRICAL A LOW VOLTAGE CONTROL WRING SHALL OGO1Pf THE SAME TRENCH AG 51AL1. BE INSTALLED ALONG THE SAME RXE AS TiE PRESSURE SUPPLY LINE *ENM POSSIBLE A PROVIDE AT LEAST ONE ENGLISH SPEMCINS PERSON AID S'AL BE PRESENT AT ALL 1145 DURING EXBDJTION OF 145 PORTION OF THE YORK AND NO SHALL BE THOROUGHLY FAMILIAR ANY ADDITIONAL EVEISE TOTE 011 REPAIRS SHALL INOM THE COMPLETE RESTORATION OF ALL DAMAGE TO PLANTING, PAVING OR OTHER IMPROVEM NI5 OF ANY II AS A NTH THE TYPE OF MATERIALS BENS I STALLED AV THE 14MIJFACTURER5 WAMM I DED METHODS OF INSTALLATION AND NO SHAD. DIRECT ALL AM PERFORMED WEIR THIS SECTION PESILT OF THE WORM. A ALL ELECTRICAL EMPM E NT SHNJ. BE NEMA TYPE 3, MMRPROOFED FOR EXTERIOR 16TALITIN B. AM MORE THW ONE WIRE 15 PLACID IN A TRIM THE WRING SHALL BE TAPED T06ETHER IN A BUNGLE AT INTMALS OF IO PEEL BUNDLE SHALL BE 55GM TO THE MAINLINE NTH B. MANFACTI)REIR5 DMT06 AND DETAILED DRANN65 SHAT BE FCJ.00 IN ALL CASES *ERE THE MANUFACTUO OF ARTICLES USED IN T45 COMACT M015H DIRECTIONS Iii GUARANTEE B. ALL ELECTRICAL AM SHALL CONFORM TO LOCAL CODES AND ORDINANCES. TAPE AT IRHER/ALS OF 20 FEET. COVERING POINTS NOT SHOWN IN THE DRAM%AND SPECIFICATIONS. G. ALL COMM* SHAD. BE OF AN APPROVED TYPE AT SHALL WA IN A VALVE BOX PROVIDE AN 18 INCH SERVILE LOOP AT EACH 60ECT10N Lp L A THE ENTIRE 5PRINKIM SYSTEM INCUDI%ALL WORK DONE DOER THIS CONTRACT 5HALL BE TIONALLY 6UARMITEED A6AIN5T ALL DEFECTS AND FAULT OF MATERIAL AND 210 LOW VOLTAGE CONTROL. ARIN6 G T�tE�E5PKIF 1T105�STfffIR 1�C,01RAC RT OM1YHI *&ONTAIINNEDINTHE99S�WFICATll� 61 �NOTT,BECOCSSTWTT000NFLICTNTH NTH��ISYS1 SYSTEM ANT 6 PERIOD IT9HA�U.BECO�R�t DBBY C ONiTRR04TORATTNOADVIONALE >a'�ETOy�I�WT�HIN�RBI 0 A REMOTE CONTROL ARE9*1BEDIREGT- BURIAL AW6 TYPE, 92 ASINDICAiEDONTHEDRAM0 ,MGINNOCASESMA LER?M146AISE. D CONTTRROLVALV��D�'` �L��IDEDATEAGHNRELONFL110NANDl ORDIREGTIONALCHAN6EMDOIEOF241NGIffiSHML� PROVIDED ATEAGHREMOIE IIESILATION5 OF THE ME F A W OF THE ABM Qj� C�IALITY6H� 5TT TWWWUES AND TICSTHE OF i SPEGF�Ar� D�RMUN65 THE MAYS B o ArHEGONiRAGrOR�S AHiF A�LADA�MV""Si6Ei T�OE745�11116 IMFRDVEMBRTATIN6 EITHER FAULTY ALS� B. cGNECTI045 SEAL EITHER EiDXY3FALED PAC.N�T TYPE OR PE1R 117E CONEGTORS. E A GONTINIgS RIM OF ARE SHUL BE USED BETM®R A GONTROIJ tit MID EACH RI34DTE CONTROL VALVE UGBi NO CRGUhSTMOEi SHUL SPIKES BE USED W MdtR PRIOR APPROVAL. 15 ItSM TALE PREGED@ILE WO'�CMASHI'.OR FROM THE HE4M RY REPAIRS TO CORRECT SANE, SHALL BE REPAIR TO ME SA15FACTIM OF THE OMI BY THE CONTRACTOR, ALL AT NO ADDITIONAL COST TO THE OWER G. COMMON WiES SEAL BE WN1E M COLOR AND IN NO BASE 5MAJ8t THAN Iz GAUGE CONiRO1 5HNl BE R (HERE TRIO OR MORE CONTROL Bi5 ARE U5E7, THE CONTROL WIRES 301 VALVES D. ALL MATERIALS SUPPLIED FOR THIS PROECT SHALL BE 0 AO FREE FROM ANY DEFECTS ALL DEFECTIVE MATERIALS SHALL EE REPLACED IMMEDIATELY AT 0 ADDITIONAL COST TO SHALT. BE A DIFFERENT COLOR FOR EACH CO MOLL.ER. THESE COLON SHALL BE NOW ON THE DRAWN65 FILM LOCATED ON CONTROLLER DOOR). am B. 6UMRANIEE SEAL. BE SUBMITTED ON CONTRACTORS CW LETTERHEAD AS FOLLOY6 6UARAMEE FOR SPRINKLER IRRIGATION SYSTEM YE HEREBY 6VARAMEE THAT THE SPRINKLER A AROMATIC CONTROL VALVES, BALL VALVES, SATE VALVES, AND DUCK COLTER VALVES SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON TIE DRAMN65. IRR16AilON SYSTEM PE HAVE ROM AND INSTALLED 15 RE FROM DEFECTS IN MATERIALS MG WORKMANSHIP AND TIE WORK HAS BEEN COMPLETED IN ACCORDANCE NTH THE D. GROUND WRES SHALL BE 6REBN IN COLOR AND IN NO CASE SMAU ER THAN b "RISE E THE CONTRACTOR SHALL SF M THE RFC LUM AND MM INCWDINS PAYMENTS OF CHARGES AND R5, 6K WRED NOTICES TO P181.16 AIM I TIES, VRIFY PERM DRAWMY AND SPECIFICATiONS ORDINARY YEAR AND TEAR AND UNJ5VAL �5E OR NEGLECT EUG�IID. YE A6RIf TO RBAIR OR RIM AGE ANT DfffiT1VE MAIBUAL DURIN611E B. VALVE 9UUJ � INSTANCED M SHRUB AREAS WN@EVHt P0551BIE. 51SWRED OR ARRW6B'E Ri5 MADE BY OTHERS AffKTUIG THE AM OF THIS SECTION PERIOD OF ONE YEAR FROM DATE CF FILING OF THE NOTICE OF COMPLETION AND AL50 TO REPAIR OR REPLACE ANY DANASE RMLT% FROM THE REPAIRIN6 OR REFLAGIN5 OF SUCH E. PROVIDE A 24' LONG EXPA6ON LOOP FOR ALL DIWMk CANSEi IN COMTRCVL ARE ROUTING. DEII ID4 9JIBMITTALS OFAt7TUR�FAI T MN COST SUGH �A OR NTINN T�IEA11hE�5PECIF� IPf TTH DNO E FROM � M WHHORIZE T E TO PROD ED TO 2.11 IRR16AT M HEADS G. INSTALL ALL VALVES AS INDICATED IN TIE DETAIL DRAWIN65. HAVE SAID REPAIRS OR RIFLACB4BNT5 MADE AT OUR EXP86E AD W NLL PAY TIE C05T5 AND CHARGES 1HIB�ORE UPON DEMAND. D. VALVES TO BE NSTA LID IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX A \ MATERIALS UST: A 51PRINIKLBR HEADS SHALL � OF THE MARFACIUER SIZE, TYPE NTH RADIUS OF OPBRAl1N6 FRESEUIE, AND DISCHARGE RAZE IIGIGMID ON 11E DRANNfi. I. AFTER AWARD OF GONTWIGT AD BEFORE ANY IRRI6AiOM SYSTEM MATERIALS AM DELVE TO THE JOB SITE SUBMIT TO THE OWER A COMPLETE UST OF ALL IRRI&ATON FRO.EGT NNE: E REMOTE CONTROL VALVES AD CNNGK 0FLER VALVES SHALL BE 150LA'TED FROM THE MAINLINE BY A BALL VALVE 51ZW PER THE LARGEST ROY. IN THE MANIFOLD OR 110 INCH FOR SYSTEMS MATERIALS OR PROCE90 FRDPOZED TO BE flltd'USNED AD USTALJED AS PART OF THIS CONTRACT. PROM LOCATION B. FOP4JP HEADS AND RISER 005 SHALL BE USED AS INDICATED ON THE DRAIMNG5. 0L.Y.5. 2 SNOW PWAGTURE't'S AAME AND GATAL56 5a FOR EACH 11131, me COMPLETE CATAOGTAIS no TECHNICAL DATA, me THE MANFACTms RECOMMENDATIONS CONTRACTOR NAME: AS TO THE METHOD OF INSTALLATION. ADDRE!6-. 3.08 VALVE BOXES 5. . M NLL AC IIMS ALL SPAR RILM THE CONTRACTOR OF OAF N(SLIAABILITY UNDER THE�611ARAN � 90 YNWI 5 REPRESENTATIVE IPIFFLE ENT -THE 611ARANS 5165 PART III - EXECUTION A VALVE BOXES 94AlL BE INSTALLED IN SHRUB AREAS NEVER POSSIBLE DAZE: B. SB5TiTLIMM. 3.01 511E LONDITION5 B. EACH VALVE BOX SHALL BE INSTALLED ON A FMATION OF 3/410 6RAVEL BAGKHH� Z ABO fffF M4UMM. VALVE BOXES SHALL � INS AVID ATH THEIR TOF5 A INCH ABOVE IF THE IRRI6ATION CONTRACTOR NSHETO 5155TH M MY FiRUPMENT OR MATERIALS FOR THOSE ELDIPhENT OR MATERIALS LISTED ON THE IRRI60011 DRAWIN55 AND SMIFICAiiONS HE THE 5111�ALE of SURROUIOIN6 fIN6H16RADE IN LAWN AREAS AND 3 I ABOVE FREE GRADE IN 6ROIMD IM. V MFRS. MAY m 50 BY PROVIINN6 THE FOU.ONIG OF (ATIM TO THE LANDSCAPE ARX ECT OR OW�tS UHHORZED ORESBNTATIVE AND CITY INSPECTOR FOR APPROVAL PART I - MATERIALS A 1NMTONS I. PROVIDE A YRITTEN STATEMENT INDOATIN6 THE REASON FOR MAKING THE SUBSTITUTION 1. PRIOR TO ALL YORK OF TH15 SFCTIOK CN ILLY USW THE IN5TA.0 WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK 15 COMPLETE TO THE POINT WEE 309 BACKP.OW PREVE NTE S 2. PROVIDE CATA.06 0 SHB:T5 IESHNCAL DATA AV PERFMANCE UFORMATION FOR EPC115UB5T ME ITEM. 2AI SUMMARY TH15 INSTALLATION MAY PROPERLY COM�@a, 3. PROVIDE IN Al THE DF kFE IN MTA1ED MOE IF THE ITEM S ACCEPTED. USE ONLY 0 MAT�1 OF THE MANIFAG 511E AND TYPE SHOWN ON 1}E DRM4Nfi AND SPEGIFIGATM MARKS OR EGJIPMBRR INSTAUID OR FLRNISIED THAT 00 NOT MEET 2. VERIFY THAT IRRI6ATON SYSTEM MAY BE INSTALLED IN 51RICT ACCORDANCE NTH AL PERTINENT CODES AND RENLATION5, THE ORI6MAL DW THE R�BNL® A INSTAL SA II ICW FREVEN R LINT AS INDICATED IN THE DETAL DRANU165. 105 EXISTING CONDITIONS LANDSCAPE ARCHIiECT5 MRS, OR 60M AGENCIES STANDARDS ALL BE REEGTED AND SHALL BE R IW® FROM THE SITE AT NO EXPENSE TO THE Na STANDARDS, AND THE MAMIFACTM$ RECOMMENDATIONS. B. INSTAL B WLM ASSEMBLIES AT LOCATIONS APPROVED IN THE FED AND AT HEIGHT RE 11RED BY LOCAL CODES. A TIECONTRACTOR5HIJT11YADBEF410RWTHTIELOGAT10N5, 511EADDETAILOFFOINT50FMMTIONPRWIDEDASTHESOMEOFWATERELECTRIGALSUPPLYMGANY 242 A. PRESfiJRE9UKYLINEFROMPOINTOFC OI& TiONTFROMHBAO "P�ITION@UT5HALLBETYPEK' HARD' COPPER PIPE OR BRASS NIPPLES O.WNASRE ID). B 1. NTTHEN NT OFDISC�ANCYIMMEDIATELYNOTIFYTIELANDSCAPEARCHiEGTOROw�t5A11HORI�RE��BiTATIVE C. INSTMIWYESTRAIMANDPRESO)RE AXIORSONTHEBk4gLMAS`EBLY. Q TELBPMONE LINE CONEC710N TO THE IRAIIKUN sY5RB4. 2 D0 NOT FROM WITH USTALATON M AREAS OF DFOEPANCY UNTIL ALL DISCREPANCIES HAVE BEEN R SMVID. J B. FRE5SX 51PPLY LINE 2 INCHES IN DINER AND F TO 25 INCHES N DIAMETER DOWSTREAM OF BACCRCYI PREVENTON UNIT SHALL BE CLASS 315 SOLVENT AU PiC. PIPING 511Al D. IF BACKFLOYI PREIBRTER 6 INSTALLED AD,AGENT TO A BULDIN6, AIL, OR 011E 0051 MK INSTALL W 5011AT THE TEST COCKS ARE FACING OUTWARD AWAY PROM THE B IF96AM DIM 15 DO ON TiE AVAILABLE STAii6 AM PRESSURE SHONI ON THE DRAwN65. CON MACTOR SHALL VERIFY STATIC WATER ON THE PROTECT PRIOR TO THE STARE OF CONFORM TO ASiM D2241. C. GRADES: OBSTUTiON w a MTIM ION SHOULD A DISC�ANCY EXIST, NOTIFY THE LO X#E ARCHITECT AND CAM A1110 ID R@fFATIVE PRIOR TO MMN NU5 C06IRZ110K I. BEFORE STARTING WORK, CARE�ILLY CHECK A16RADES TO DETERMINE THAT WORK MAY SAFELY LY PROCEED, K�IN6 WITHIN THE SPECIFIED MARIAL DEPTHS ATH RESPECT TO �,/� G. P SKY LINES 3 INCHES IN DINER AND UP TO 8 INCHES IN DIAMETER DOYISTREAM OF BACKFLOW PREVENTION UNIT SNA.L BE CA9£ 200 6A90 JOINT PVC. PIPING SHALL FINSH GRADE E INSTALL BACCFi m ENLOSA AS RECOMMENDED BY THE MANJFAC1lRER G. PRIOR TO CRTIN6 INTO THE 501E THE GONtR T017MN6E OR D�151UF� SUCH I 1 � A GOMFl ITGT EkAND { OTHER TI SESU AS ANDY THE IMDE3t6R0UND CONFORM TO ASTM D2241. 2 FINAL GRADES SHAT BE ACCB'RID BY THE @I611�t BEFORE WORK ON THIS SECTION ALL BE AIM TO MbIN. 3O SPRINKLER HEADS Q z AND HE SHAD. TAKE PROPER PRffGVJiIAfi NORK THE CONTRACTOR SHALL PROMPTLY NOTIFY THE UNO%e ARCHITECT AO OAS NO ALL AtdRAN6E FOR RBAMATiONS THE CONTRACTOR ALL PROCEED IN THE SAME MAN15 IF A ROCK D. MAIRE 5U'PI.Y LINE 15 INCHES IN DIAMETER AND SMALLER OF PIE BAGKflAYi MIIEVENTON UNIT STALL BE 5CEDULE 40 SOLVENT &D PIG GOMN6 TO ASTM DM. D. FIELD M EASUREMm LAYER OR ANY OTHER SAILH CONDITIONS ARE EIC49 RIED. I. MAKE ALL NEGEfiARY MEA9I11110BNT5 IN TIE FIELD TO BSURE PIMSE FIT OF ITEMS IN ACCORDANCE WITH THE OR16MAL DESIGN CONTRACTOR SHALL COORDINATE THE A SPRNKUER HEADS SHALL BE INSTALLED AS INDICATED ON THE DRANN65. �, Q pp E NOR MIX LIR5.15 INCHES IN DIAMETER AND LARSER DOWSTREAMOF THE REMOTE CONTROL VALVE SHALL BE SCE. 40 PVC. INSTALATON OF ALL IRRI�ITION MATERIALS 4i0 ALL OTHER WORK D. THE CONiRACTOR SHALL T ALL MNS III AG FEATI�i TO REMAIN ON AND ADJK,BRT TO THE PROTECT SITE DURING CONSTIMVON. CONTRACTOR SHALL REPAIR, AT HIS 2 ALL SCALED DIMENSIONS ARE APPROAMATE THE CONTRACTOR SHALL CECK AID VERIFY ALL SIZE DIMEIRriIONS PRIOR TO PROC{EDIN6 NTH WORK IMDER THIS SECTION B. 5PACIN15 OF HEADS SHA l NOT DM WIMIM INDICATED ON THE ORAMIN55. W ONN COT, Al DAMAGE IIILiiN6 FROM HIS OPERATIONS OR iE6LIOME F. ALL SPECIALIZED PIPING SHALL BE AS INDICATED ON THEDRM4N6 LbW OR DETAILS 3. EXHAGISE EXTREME CARE N ENGAYATiNb AID WORKING NEAR EXIsTIN6 U ini. CONTRACTOR SEAL BE RI5ISI l FOR DA AO TO UTILITES MO ARE GW5ED BY HIS OPERATIONS W&BOT. C. RISER NIPPLES SEMI BE OF THE SAME SIZE AS THE RISER OPBUNS IN THE SPRNKLER BODY. Q E. HiE IRRI6A11ON CONTRACTOR SHALL COORDINATE w1H THE 6BERAL CONTRACTOR FOR INSTALLATION of TINNED 5Lff1MN6 AS SHOWN ON THE PLANS. z03 METAL PIPE AND FIrnNGS 1,06 INSPECTIONS A. DIM PIPE SHALT. BE ES PERCENT REV WM, ANSI, IF5 STANDARD 125 FOLIOS, SCEDU.E 405CRIM PIPE E THE N65 � ESSENTIALLY DIISRAMMATC. THE SIZE AND LOCATION OF EMIPMENT AND FIXATES ARE DRAIN TO SCALP AM POSSIBLE. PROVIDE OFFSETS M MPIW5 CA IMS IN D. POP UP SPRINCI ER HEADS SHALL NOT BE INSTALLED U51N6 SIDE OUTI Ei OPBUNj5. (n MOMENT LOCATIONS AS M55ARi' TO CONFORM MTN STUTURES AND TO AVOID OBSiRUGTIONS OR CONiO15 w1H OTIE WORK AT NO ADDITIMN. EXPBSE TO Ma E RISER NIPPLES ON RECYCLED WATER SYSTEMS SHALL BE IDENTIFIED WTIH ADHESVE VIRYL MASS SIM SPMU R HEAD AD A MNMM OF O INCHES ABOVE HIS GRADE Q = A THE GOMRAGTOR SHILL PERMIT THE LANDSCAPE NI ITECT, NOS WMORIZED RORESBUATIVE AND CITY IVEGTOR TO VISIT AND IN5PEGT AT ALL TiMES ANY PART OF THE WORK B. am RmN6s SHALL BE MEDIUM BRAI ScRB'ED 1wilo O CLASS W AND SHALL PROVIDE SAE KZ6 FOR SION VISITS. TpR IT F. LAYOff 3.11 MISCELAE015 EaMPMENT � B. Ay�FI4D 604EROIING X16 THicORt RATER SlAL1 m 50LFlYBNO IFYIN6�11�A'E ARLHITEGTLAND5GAPE AiECTOW SSE I� G. COPPER PPE SHALL TYPE K OR AS NOTED ON THE DRANN6 L66END OR DETAL5. ORS INSTALLATION, THE CONTRACTOR SINAU STAKE OUR NJ P SUPPI Y LINE, ROUTING AND LOCATION OF SPRINKIBt HEADS VA YES BAGKFIOW PRelB11ER MG A INSTAL ALL ASSEMBLIES 5PEGIfIED HEREIN AL/ORDINS TO THE RESPECTIVE DETAIL DRAWIN65 OR 5PEGIfICATI0N5 ISIN6 81ST STADARD PRACiKES. Q KMX MNMJM OF 48 HOURS IN AID/A� NEE AO NO THE AM 15 READY FOR TESi1NG. SHOULD ANT' WORK BE W90 NiHOUT TEM 0R ACGB'T IT SHALL K IF 50 ORb, D. COPPER FITTIN65 5HALL BE 50LDBED TYPE. 2 LAYOUT IRRI6AiON SYSTEM AND MAKE MINOR ADWSTMiBIT5 WAI ED DUE TO DIFFERENCES B TVM SITE AND DRAwN65 WERE MM* 15 SHOWN ON DRAWN65IMD� PAVED Q UNCOVERED AT THE CONiRACTOR5 E1a'B�E AREAS, BUR RRMRN6 PARALLEL AND ADJACENT TO PLANTED A M INSTALL THE FIRM IN THE RAW MZE lia B. QUCK COUPLER VALVES SHAD. BE SET APPROXIMAiRY 12 INCS FROM WICKS, CURBS, HEADER BOARDS, OR PAVED AREAS *ERE APPLICABLE ZA4 PASTiG PPE MID flrnN65 C. INSPECTIONS ALL BE NECTAR FOR THE fOLIANN6 AT A MINU4IM: 6. WATER SUPPLY COME 7106 TO, OR THE INSTALATiON OF THE WATER SUPPLY SMLL BE AT THE LOCATIONS SHOWN ON FIE DRNM. MINOR OWES CAUSED BY ACTUAL 511E G. URLE55 DESWN® AS AN INTEGRAL PART OF THE IRRIGATION HEAD, ANTI -DRAIN VALVES NLL BE INSTALLED MR EVERT HEAD. THE ANT-M VALVE ALL BE THE SANE DIAMETER AS I. SYSTEM LAYORR A PIPE SHALL BE MARK® CGNTINlCSLY NTH WWJPACTIRMS NAME, NOMINAL FIFE SIZE; SCHEDULE OR aAS%PVC TYPE AND GRADE, NATIONAL SANITATION FOUNDATION APPROVAL, COIDIiiON5 SHALL BE MADE AT NO ADDITIONAL. EXPBSE t0 OWER THE RISER AND BE INTEGRAL TO THE RISER ASSEMBLY. 2 PR MK TEST OF IRRI6ATION MAN LINE HOURS AT 125 F51 O>R W%OF 5TA WATER PRESSURE, MOOR EVER 15 WATER) APPROVAL MID D BY CITY INSPECTOR COMMERCIAL STANDARDS 0516NATOK AND DATE OF EXTRION 3. COVERAGE TEST OF IRRNSiTON sf5184 UM BI'GAY _ N ELECTRICAL SERVICE: D. INSTAL RAIN SEEM AS INDICATED ON THE DRANKS AND AS RECOMMEID® BY TIE MANFACiUf�t. 4. FINAL INS ION FROI TO START OF PERIOD B. ALL PLA5Ti6 PIPE SHALL BE E)TR.UED OF AN IMPROVED PVC MN PIPE COMPM IN ACCORDANCE NTH ASTM MA OR ASTM 01154. 1. CONNECTIONS TO THE ELECTRICAL WFLY 5HAIL BE AT THE LOCATIONS SHOWN ON THE DRANNS. MINOR 0ME5 ChM BY SITE CONDITIONS SHALL BE MADE AT NO 5. FINAL "ACCEPTANCE ADDITIONAL ETU M TO OW 312 RNNS THE SYSTEM C. AL PVC, FITTIN65 SHALL BE STANDARD Y66K SCEOU.E 40 AND SHALL BE IN,EGTION MOLDED OF AN IMPROVED VIRSN PVC, FITTING CLOMPnUND. SLIP FVG FITTINGS SHALL BE THE VEEP 2 CONTRACTOR SHALL MW 120 VOLT CONPCTiON TO THE I06ATON C.ONIROLL615. 9iLTROA. PCRE SOIRCE TO CONTROLLER LOCAT1ON5 SHAH. BE PROVIDED BY OTH$Ei. D. STE OBSERVATIONS NO T51% ALL NOT COMMENCE MTHW THE RECORD DRAI AS PREPARED BY THE IRR16ATION CONTRACTOR. RKORDDRAM*5 MIST COMPLETE MID HRTO 5OCCrBWt44M 71t THREADED PLASTO FITTIM SALL BE KrLTION MOM ALL TEES AV ELLS SHII BE SUE SATED. ALL FIITN65 5KL CONFORM TO ASTM 7M. A PRIOR TOMTA.LAIONOFSPRI IM NOZZLES, THE VALVES SHALLBE OPENED AND A RILL HEAD OFWATER MEDTORD Off THE LINES AND RISERS. DATE FOR EACH SITE VISIT. 302 TRBNCHNN6 D. ALL THREADED NIPPLES SHAT BE STANDARD W36HT WOULE 80 NTH MOLDED THREADS AND 5HAU. CONORM TO ASTM DINT y B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLJ15HIN5 THE SYSTEM HAS BEEN COMPETED. E INS FAILS FORR RHIISFSEG ITON �� VVILL�AD YI TION CONTTRRACTTOR ATTNNO LANDSCAPE ADD 1{00 Ma5 WMORIZED REPRESENTATIVE, AND PART 11 - MATERIALS " IID�ICAiED¶ q R wiKS To�nE� NDEPIRTMFS BOAW FINIJ 6�RADE � MWDNOT WHIP PIPE Y ON BPA� OF T THESE DIMENSIONS EXAMAA I BE BBL 15U�B6RADE 3.13 AD ISiTN611E SYSTEM ID7 5TORA6E AND HANDLING E �, LSOLVENTCOWN6OFKAMPPE AND NTI110SHALLBEA TAMP PROCESS18% PRIMER AND SOLVENT CEMENT APPLIED PER THEMMNFACTUiBRSRFiOMMENDATON6. B. PROVIDEMINMAM COVER OFIB106ONPRESSURESIPPLYLIE2U2 INCEANDSMAIa PROVIDE MINKUMC40OF24INH5ONPRE5MSUPPLYLINE5IMMIDM A CONTRACTOR 54ALADJ15TVALVES ,AL16NHEADS, AND &ECKCOVERAGEOFEAC4 SYSTEM PRIOR TOC aWTESL GEi61T SHALL BE OF A FEUD 00N�I51BIGi', NOT GEL -LIKE OR ROPY. SOLVENT G84ENTULVi SHALL BE IN GdMFORMANGE NTH ASTM DZ554 AND ASTM DW. INCHES OF COVE ON PRESSURE SUPPLY LINES 410 AD LAS A USE ALL MEANS WL55lUi1' TO PROTEST IR ISAITON SYSTEM MATERIALS 00%DURING AND AFTER UST&LATION NO TO PROTECT THE INSTALLATION WORK AND MAiERIAS OF � B. IF IT 15 DEiERMNED BY THE LANDSCAPE ARCNTEGT OR Oli AUTHORIZED REMeENTAiiVE THAT ADDITIONAL ADJ570 5 OR NOZZLE CAN6ES NLL BE MUM TO PROVIDE OTHER TRADES. IN THE EVBUOF DOW M PEDIAMYMME ALL RIBANDREFI. At840U5NECESARYTO THE ACCEPTANCEOF THE LNO5GAPEARCHITE�T AND OWERANDATNO F. WEN C. ONffCTION15PLAsni; TO METAL, FEMALE ADAPTERSwLLBE HAND 116HTBED, PU5 ONE ' hRN NTH A STRAP YRENGH. MTC, OMi7UND SHALL BENOI kEAD BASE iEFLONPA5IE; G. PROVIDE MINIMIM COO OF18 INCHES FOR CONTROL MI PROPER C OVERAGE, ALL NECE% ARYCAN6ESORAD JI5TMMSHALLBE MADE PRIOR TOANYRANTIN&. ADDITIONAL C45T TO THE OWER TAPE, OR EARL. ' D. PROVIDE MMIMIM COYER OF 12 WIGS FOR NON-1111561RE LINE. c. THE ENTICE SYSTEM SHALL BE OPERATON6 PROPERLY BEFORE ANY PLANTING OPERATIONS cOMMBNLE. B. EXERCISE CARE IN HANOLINO LOADM6 ULOADIN6 AG STORMS M ASTIG PIPE NO FITTINGS UDC COVER UN IL READi' TO INSTALL. TRANSPORT "TO FIFE ONLY ON A MOLE NTH 205 BiCKfl.OW PREVENTION UNITS O A R LONG NO TO ALLOW THE PI('E TO LAY <t,AT TO AVOID UNDUE EENDIIK AO 6011 EXTERNAL. LOAD. E PIPES INSTALLED IN A COMMON Tf1BOH SEAL HAVE A 410 MINMJM SPACE BEIYEBN PIPES. D. WTOMAiiG CONTROL VALVES ARE TO BE ADJSTED 50 THAT THE SPRINKLER HEADS OPERATE AT THE PRESSIRE RECOMMBIDED BY THE MANIFACTIJIREt K A TIE BACKPOW PREVENTION UNIT SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS Q LOB' CIFANIP AND DISPOSAL F. PROVIDE SAND BACKFILL A MINIMIM OF 4 10 OVER AND WE R ALL MAINLINE PPIN6. 314 TESTiN6 AND OBfiER MON 0-- B. THE BACKPLOW PREVENTION UNIT SHALL BE MUM IN ACCORDANCE ATH THE RECiMRI1MBA5SET FORM BY LOCAL CODES, A DISPOSE OF WAS TPA% AND DAIS IN ACCORDANCE NTH APPLICABLE LAWS AND ORDINANCES AND AS PRE5GRIE� BY AITHORITE HAVING 11MICTION BART' NO SUCH WASTE - A W NOr A.IOW OR CAME ANY OF THE AM OF THIS 0TON TO BE COVERED I)P OR ENCLOSED UNTIL IT 115 BEBN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCNIEGT, MARIA. AND ON THE SITE B)RNN6 OF TRA9i AV VIM ALL NOT BE M THE CONTRACTOR SHALL REMOVE MID DISPOSE OF RIJB %AND DEBRIS 6ENE RATED BY HIS G. THE WAI LOW PREVENTION ASSEMBLY SHALL CONSIST OF BRASS PIPING, UNIONS AND FITTINGS. 303 BACITILLING 01 AND ISOM 6 AGBNCES. AM AND WORKMEN AT FRECLERT NTERVAL5 OR WEN ORDER TO DO 50 BY THE AIMED REPRESENTATIVE. (V 2Db VALVES A BACKPUL MATERIAL ON ALL LINE SHAT BE THE WE AS A.DJK.Bd 501L FREE OF DEBRIS, LITTER. NO ROM OVER 10 INCH IN DIMETER B THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARGHiEGT, OWE, AND 6OVERNINS AbEICE, A MINM)M OF 46 HOURS IN ADVANCE, AM AND WEN O B AT THE TiME OF COMPLETION THE ENTIRE SITE ALL BE CLEARED OF TOOLS, EQUIPMENT, RUBBISH AD DEBRIS *NCH SHILL. BE OrYOSE2 OF OFF-511E N A LEGAL DISPOSAL AREA THE WORK 5 READY FOR TESTING. 0. GATE VALVES; B. BALKfIII SHALL BE TAMPED IN MINCE LAYERS U4DEt THE PIPE lVD UVIFORM4Y ON BOTI4 SIDES FOR THE PULL ADM OF THE 10ICH AND THE PILL. LENGTH OF THE PPE BAGffILL 109 TURNOVER IiB45 I. SATE VALVES SHALL BE OF THE MWAG 511E AND TYPE INILAIID ON TIE DRAIUNIA MATERIAL5 SHAT BE SUFfl0MY DAMP TO PERMIT TI40HiM COMPACTION, FREE OF VOIDS BACKFILL SHALL BE COMPACTED TO DRY DENSITY MK TO AD.AGENT IZD15VW SOIL C. NO THE SPRIWiN SYSTEM 5 COMPLETED THE CONTRACTOR SMALL RRFORM A GONERA6E LEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMNE F THE WATER COMME FOR TIE A. SATE VALVES SHULI. BE CONSTRUCTED OF A BRONZE BODY BOW AT DISC AND A MALLEABLE IRON HMDWEEL. GATE VALVES SHALL HAVE THREADED CONNECTIONS. AD SHALL CONFORM TO AD" 6RMDE5. "M AREAS 15 COMPLETE AD kfiA E IN THE PRESENCE OF TIE LANDSCAPE WARIGT. A RECORD DRANN6S 3. ALL GATE VALVES SHALL HAVE A MINMUM WORKING PREM OF Nor LE%THAW SO Is AND SHAT CONFORM TD ANA STANDARDS,. D I. RECORD ACCURATELY ON ONE SET OF CONTRACT DRAM ALL aWW IN THE WORK 001 IMM6 DEPARNRES FROM THE ORIGINAL CONTRACT DRANN65 C. FLOODING IN LID OF TAMPING 15 NOT NIM. D. THE CONTRACTOR SHALL P1RIN544 Al MATERIALS AND PNORM ALL WORK RE(4AR TO CORRECT ANY INADEGIAM OF 004w E RE TO M MT06 FROM TIE PANS, OR HERE It O OW�tS B. BOLL VALVEx 7 SYSTEM HAS MEN *L RU.Y INSTALLED AS INDICATED ON THE DRMUNGS *EN IT 15OBVIOSLY INADGGIU W11OUT BRIN61N6THIS To THE ATIBNTON of THE LANDSCAPE ARCHITECT. q 3. ON6 0 � fEF�RGE SUGMI A6 BJ � G ET6 SHAT BE n5HOYN 17A M 1E DRAWIN65 SHALL RECORDED ON A 1T 3 1. BALL VALVES SH& BE OF BALL BALL ES SHALL, BE THE �1 TAA1 E5 BALL � 5% ON HANDLE STANDARDS. SHALL HAVE THREADED CU6FLT10Nx E PROVIDE SAD BAGKF�ILLESA MINMAM 6 INGE OVER AND UDEft Al 11MDEt PAYED AfEA�i. E PAW I�NSPEGiION ALL COMMENCE N RECORD DRAWM65 AS PREPARID BYRE �I6ATION CONHRAGTOR� v DAY TO DAY55 AS TIE PROECT 15 BBN6 IfSUW.ED. ALL LEiiERING DRAPYN65' SNiW. � MINMM I(8 IN.H IN SIZE AND N 4. 9HOY1 LOCATIONS AD Dii'fIS OF THE fOLLOwN61TH45: C. CUCC 021FLEiR V VE5: 5.04 PIPING 3.15 MAINTBANGE Q A POINT CF CONEG110N MGLUDINS WATER METERS, BAGIQ9 ON P�IBRRERS, MASTER CONTROL VA Y6 ETW I. pIOK VALVES SEAL BE OF THE MAN FAC cog, AND TYPE INDICATED ON THE DRAWINGS. B. ROUTIN60F P LAS( DIFBIilON55HCNATAMid (IMUMIOFOOfEETALON6RC1TIN6) 2 COGKCaRNVALVES541BEBRAXi474AWI.L CIOD£allMM70MTH5TAIONORMALWORI FRESIMOF BID MATH0UfLEAi VALVES SHALL HAVE A PIP1* MRNISTIN& PAVBMENT MAY BEINETALEDBYJAGKIN5 ,BORING,ORHYDR"DRIVIN6.N) HYDRA, IODRiVIN615 PERMITTED U0BKAIA.TPAVDW. DURINS THE MAINTNNNCEPERIM THE CONTRACTOR SHAIA) J15i AND MAINTAIN THE IRR16ATIOR SYSTEM INAFILYOPERATONALC OOTONPROVM COMPLETE IRRI&AT10NCOVBRA6ETOALL L. bATE VALVI FEMALE TIM OPENNG AT g ATH iAO�PIEGE BODY. VALVES TO BE OPERATED ONLY MTH A CARS KEY DESIGNED FOR THAT Rf 000p16R KEY 6 INSEM INTO INTENDED P.AN11N66. v D. AUTOMATIC REMOTE CONTROL. VALVES AO ISOLATION BALL VALVES VALVE AID A PO51 WATi3iTl6 GOWN VON SHIU. BE MADE 8EifM THE COYn KEY AD VALVE HIFdCM SHALL BE THE LOGKIHIS TYPE C06TRIOTW OF BRA55 B. OOT * OR BFENCIN 5 OF EASM PAVBM181T 15 NOT FERMI E CT116K cOUPLIN6 VALVES NO ISOLATION BALL VALVES ATH A PoA� -LIKE VINYL WVER. 3.16 COMPLETION O EANN6 Q F. ROUFIN6 OF COMRC. me 3. VINYL WOK COUPLER COVER FOR MAIMED MI R QUICK LOOPLER VALVES TO BE FINU IN COLOR NTH THE WORD5'NMNgeYCID IM AIME71 PATER -DO NOT DRIKK C. CNEFi,IJ.Y INSPECT ALL PIPE AND f"%5 BEFORE INSTALLATION, RBNOV* DIRT, SCALE, BURRS REAKIIN5. INSTAL. PIPE wiH ALL MAMMGS UP FOR VISA INSPECTION AND 6. IRR16AT10N FBd4A ITLY MART® ON LID FOR RECYCLED SYSTEM. VERIFICATION GCE" SHALL BE MADE AS EACH PORTION OF THE AM FROSIESS5. R RISE AND EXCESS DIRT SWULL BE REMOVED FROM THE SHE; ALL WALKS AND PAVM6 SHALL BE BROOM®, AND MY Q K RELATED MAY BE DIRffLTED� DAMAGE 5U5TARD ON THE WORK OF OTHERS 5NIL. BE TEPAIRED TO ORISNA. CONDITIONS. < 5. MAINTAN RECORD DWy�M65 ON MAT ALL TINES OOMPPTI0N OF y�p�, TRNSFER AL ArBINLT WORMATION AND DIMENSON S TO REPRODUCIBLE SEPIA PRINTS. D. A TOMATIG CONTROL VALVES D. REMOVE ALL DBTIID AND DAMAGED PIPE SECTIONS. b. FINAL ASBULT PLANS a BE Pf�lVtID BY 6MP FROM THE DIMMONS P(ONDED BY THE CONTRACTOR 1. AROMATIC CONTROL VALVES SHALL BE OF THE MWAC 519 AND TYPE 1ND1C11ED ON THE ORNINS. END NF SECTION 8. FINAL THE FINAL AS-MILT RM FALL DRAFTED TO Of A BY THE CITY � PttN� AV THE WLAAV S BALL BE IM110 TO BE A� N� BYYTTHE CITTY�OR t0 61tt 2 AUfOMATO GONIRDL VALVES SHALL ]ELECTRICALLY OPERATED w o��curawutino 11DSCAP r CJ B. CONTROLLER CHARTS: I. RECORD DRAMMO MIST BE APPROVEP BY LN05CRE A CHNTECT AND/OR ONER5 NIMORI� RBPREEtNTAYVE BEFORE CARTS ARE PREPARED. V �Q �o o d y N 4qc p p 2 PROVIDE ON cONIR01LEi! GHARf FOR EAV: I NRDMA7IG GONTPOUJii CARE SHALL SHOW 1FE IBEA CONTEND Bi THE PARTICULAR cONTROLLEt C011 . 9 N i 3. THE CARE 6 TO BE A RUGID DOPY OF THE ACTUAL MM' MW*. IN THE EVERT THE GONTROLLBR 55QU3NGE 6 NOT LE6BLE *EN THE DWUNN615 RULED, IT SHAT BE w w %� www. m landarch.com 4 P " � B4.ARSED TO A READABLE SIZE V a. COP m (� � 4. NO COMPLETED AND APPROVED, THE CART SHAT. BE HERMETICALLY SENiD &TVE@I 1N0 PIECES OF PIOSTO, EACH PIECE 6EU16 A MINIMIM 20 MILS IN TNCKNff55. x � � � � � Valley Blvd. N 11J 4125 Sorrento L O., ne � e Suite D San Diego P \ ee California 92121 Tel 858 558 8977 8585589188 O w :REVISIONS App'd Date REFERENCES D t CITY OF ENCINITAS BENCH MARK SCALE Designed B Drawn By Checked By REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawin No. e x Are,- PTV I L� r I• / /f PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS I W - Q Z SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W /_SAG "RCE 29577" AT A Horizontal Prepared Under SUperVlsl�jn Of %221 -f B y • - B y IRRIGATION SPI:GIPIGATIONS e M =ASIDE RIDGE 10598 -G E- N/A UA 20' O/S TO THE CENTER of CUL -DE -SAC AT NE Vert cal Date MASIH MAHER ENE ATT - PUBLIC WORKS DIRECTOR NORMANDY STREET & URANIA AVENUE Q -A END OF ARBOR CT. ELV.= 174.391' (NAVD'88) N A MARC A. MO Y R.L.A. No. Date: R Z� ��� Date: ��� 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SI IEET ICJ 0� Q IL „ zY t- O l a z Q u °= �z �O LJ0 O r a N OL !!1 N !O 'O V w O t� 'O i w LLI z LL ) i i O O LLI O ui LL I '971y Q H 1� PLANT LEGEND NOTE: ANY 5U85TITUTIONS INCLUDING 51ZE AND 9ME5 MUST BE APPROVED BY LANDSCAPE ARCHITECT SYMBOL ICAL NAME COMMON NAME SIZE QTY. DETAIL REMARKS WJCOLS, ® MARINA 5TRAY'IBERRY TREE 24" BOX 20 Brp 125 SINGLE M AAA TANJS RKZM05A CALIFORNIA SYCAMORE 24" BOX IO BrP125 MULTI-TRUNK M TEMON COMER7U5 M59NE BOX IS4AL. I1q BAP/25 SINGLE M • ` R0 LAIEEA AFRICAN SUMAC 24" BOX 51 B,C,D/25 LOW SRANCHIN6 L NOTE: TREES WITHIN 5' OF HARV50APE IMPROVEMENT SHALL RECEIVE ROOT BARRIERS. SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. DETAIL REMARKS KJCOLS OAGAVE ATTENJATA WA 5 GAL 14 B/25 L ® PM15ETUM ORIENTALE CHINESE FOUNTAIN GRASS 16AL 4412 5/25 L ORHOS INTi ORIFOLIA LEMONADE BERRY 5 GAL 106 B/25 VL 0° SALVIA 6REC611 AUTUMN SAGE 16AL 534 50 L GSALVIA L5ICM% MEXICAN 5AGE 16AL 412 5/25 L GROUND COVER 4 HYDROSEED MIX SYMBOL BOTANICAL NAME COMMON NAME SIZE DETAIL REMARKS KZOLS BACGHARIS PILULARI5 MW COYOTE BRUSH FLATS ® 16" O.C. A/Y5 AS NEEDfi7 L CIA RI61DA PURPLE Kill LINERS ®I6" O.C. A/25 L L CAREX PANSA CALIFORNIA Mll SE06E LINERS ®18' O.C. Alm M NOTE: ALL SEED SPECIFICATIONS AND AVAILABILITY INFORMATION PROVIDED BY HYDRO - PLANT, (160)144 -1360 ALL 51 CONTAINING THE ABOVE REFEIll GROUND COBS SHALL RECEIVE A HYOROSMD MIX OF 6AZANIA 5PLENDENS FOLLOWING 51TE PAD 6RADIN5 AND PRIOR TO 6RAUND COVER INSTALLATION FOR PURPOSES OF 501L STABILIZATION. RATE TO BE 151.55 /ACRE, MIN. 40% PURITY, MIN.60% GERMINATION. NO SYMBOL 15 SHM FOR TH15 HYDR05EED MIX. Il TO WFDR05EED NOTES FOR HYDRO5EED MIX 50ECIFICATIONS. v 111 fY 0 REVIS Q lill A-* - t3J11 z 1Lh iL a NOTE: PRIVATE LANDSCAPIN& 4 IRRI&ATION IN THE M Ell -A 11.9 NI PUBLIC RI&HT OF AAY TO BE MAINTAINED B" THE HOA I AS SPECIFIED IN THE 004l AND ENCROAC MAINTENANCE 4 REMOVAL A&REEMENT. • ♦ �N 11 s. CITY OF ENCINITAS BENCH MARK NO. 1005 (ENC -05) OF CITY OF-"ENCINITAS VEY CONTROL NETWORK PER R.O.S. 18416. DRIPTION: 2" I.P. W /TAG "RCE 29577" AT A 0/S TO THE CENTER OF CUL —DE —SAC AT NE OF ARBOR CT. ELV.= 174.391' (NAVD'88) SCALE Designed By Drawn By Checked By orizontal N/A P ns Prepared Under Supervision Of By;_ Vertical Date ki /A nno r o nn nY P I o IMr, %>D�% % Date: REVIEWED .A .a By.LA4 Date: _ rT. Q Wa c� W Q :20 10 O 20 40 60 Q SCALB: I " = 20' Q LLJ (/)( O W o< 7W T r Moody N �9n p �o P' °. 9 so N ' V www.gmplandarch.com V y 4125 Sorrento Valley Blvd. N * 1 no ur. * L - " Suite D San Diego California .92121 Tel 858 558 8977 0 �F CA1. Fax IN% 558 9188 O CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. "TIC M.M roe° SEASIDE RIDGE 10598 -G Uj NORMANDY STREET & URANIA AVENUE Q D6 -111 TM CDP EIR DR & 06 -112 Tfd' CDP EIR DR SHEET la OF Oil A116, L POLIO R.O.W. PUBLIC R.O.W. 0 N POLIO R6.yi. 1 t-- 0 1 \\ Date REFERENCES Dqite� 2 < SCALE Designed By - o rj T cp Checked By REVIEWED BY: < to CA FZ8 is ff Suite D San Diego PT. NO. 1005 (ENC-05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A 20' O/S TO THE CENTER OF CUL-DE-SAC AT NE END OF ARBOR CT. ELV.=174.391' (NAVD'88) 4P ... - California 92121 Tel 858 558 8977 -0 0 — Fforizontal By:— By. Ir44v it 0 0 N POLIO R6.yi. 1 t-- 0 1 \\ ■ CONCRETE MOW CURB MATOHLINE SEE 5HEET 107 4 } ATNM RfiCMA CALIFORNIA SYCAMORE 241 Wx 10 BAP/25 MULTI -TRUNK M I CONFEM BRISBANE BOX 15 SAL. 1111 B,6PI25 SINGLE m I d , Date REFERENCES Dqite� < SCALE Designed By Drawn By o rj T cp Checked By REVIEWED BY: < to CA FZ8 is ff Suite D San Diego PT. NO. 1005 (ENC-05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A 20' O/S TO THE CENTER OF CUL-DE-SAC AT NE END OF ARBOR CT. ELV.=174.391' (NAVD'88) 4P ... - California 92121 Tel 858 558 8977 -0 0 — Fforizontal By:— By. Ir44v it 0 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Plans Prepared Under Supervision Date MARC A. MOODY R.L.A. No. N/A 10598-G W NORMANDY STREET & URANIA AVENUE/ HA Vertical HA LAWREJ JA. J�� PUh Dot N/A 0 O ■ CONCRETE MOW CURB MATOHLINE SEE 5HEET 107 4 } ATNM RfiCMA CALIFORNIA SYCAMORE 241 Wx 10 BAP/25 MULTI -TRUNK M I CONFEM BRISBANE BOX 15 SAL. 1111 B,6PI25 SINGLE m I d , Date REFERENCES Dqite� CITY OF ENCINITAS BEN-CH MARK SCALE Designed By Drawn By o rj T cp Checked By REVIEWED BY: s- to CA FZ8 is ff Suite D San Diego PT. NO. 1005 (ENC-05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A 20' O/S TO THE CENTER OF CUL-DE-SAC AT NE END OF ARBOR CT. ELV.=174.391' (NAVD'88) 4P ... - California 92121 Tel 858 558 8977 -0 0 — Fforizontal By:— By. Ir44v it 0 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Plans Prepared Under Supervision Date MARC A. MOODY R.L.A. No. N/A 10598-G W NORMANDY STREET & URANIA AVENUE/ -OF Vertical MASIH MAHER Date: LAWREJ JA. J�� PUh Dot N/A 0 7" 20 10 0 20 40 60 Se;ALM: - 1 20' 0131 goody N A,yc C:) o rj T cp www.gmplandarch.com To 0 N I 4125 Sorrento Valley.Blvd. CV is ff Suite D San Diego L- (1) 4P ... - California 92121 Tel 858 558 8977 -0 0 — Fax 858 558 9188 0 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. MANTINS MAN PM: SEASIDE RIDGE 10598-G W NORMANDY STREET & URANIA AVENUE/ -OF D15-111 TM/CDP/EIR/DR & 06-112 TM/CDP/EIR/DR SHEET20 10 0 7" q >L Ul IL- ,c� O r 0 a 'v !Q Q ;z �Q �o 'o r N III ' F v 11J OL i 2 u� OL Z W J LL oneIR f°LANTINIS NOTES I. A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. QUANTITIES 5HOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. G. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND 5YMBOL5 SHOWN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF�ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING WITH WORK. 5. LANDSCAPE CONTRACTOR SHALL SUBMIT A 501L ANALY515 REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING WORK 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROUGHLY SOAKED. 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LE55 THAN 10%, SHALL BE OR055- RIPPED TO A DEPTH OF SIX II INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL ANALY515): PLAN A. 5 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINC75 B. 100 POUNDS AGRICULTURAL GYPSUM G. 15 POUNDS IRON SULPHATE 4 I s 6 3 B. D. 25 POUNDS 164-6 5LOW RELEASE FERTILIZER- 6. EACH PLANT SHALL RECEIVE "AGRIFORM (OR EQUAL) PLANT TABLETS AS FOLLOW5: A. ROOTED GUTTIN6/4" POT - (1) 5 GRAM B. I GAL. CONTAINER - (1) 21 GRAM., . G. 5 GAL. CONTAINER - (3) 21 GRAM =� D. 15 GAL. CONTAINER - (5) 21 GRAM E. BOX TREE - (1) 21 GRAM PER 3" BOX 5IZE 1. PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD 5HAVINC-5 BY VOLUME. 5!•GTION 8. PLANT PITS SHALL BE TWICE THE 5IZE OF THE DE516NATED NURSERY CONTAINER. Cf. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A I PREPARED 501L 3 PLANT TABLET 5 FINISH GRADE 4 CONCRETE CURB OR HARDSCAf IMPROVEMENT AS INDICATED OI PLAN (DCONGRETE MOW STRIP OR HARCWAPE IMPROVEMENT AS INDICATED ON PLAN tANT PER PLANT PER PLANT LEGEND .6. SPACING PER PLANT ND AT EDGE OF PLANTING AREA I11. STAKE ALL TREES PER COUNTY OF RG DE STANDARD DETAIL SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. LA 26ROUNVCOVER PLANTING 12. REMOVE NURSERY 5TAKE5 ON ALL VINES AND ATTACH TO ADJACENT FENCES WITH &ALV. NAILS AND GREEN NURSERY TAPE, 13. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. DETAIL LE&END 14. PLANTS SHALL NOT BE PLACED WITHIN TWELVE-02 ") INCHES OF SPRINKLER HEADS. I TREE TRUNK 15. SHRUBS SHOWN IN PLANT AREAS SHALL BE-UNDER-PLANTED WITH GROUNDGOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN 2 SEE TREE PLANTING DETAIL PLANT STEM. 4 S 1 O 16. LAND50APE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM ALL BUILDINGS, STRUCTURES, AND WALLS. FINISHED B VINYL TREE TIE (4 REQUIRED) GRADE5 SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR 5TANDING WATER. O 4 (2) 2" DIA. x l0' LODGE POLE PINE IT FINISHED 6RADE5 SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, SILLS, AND WALKWAYS IN ALL AREAS. WHERE 500 15 LAID NEXT TO �� � � 0 � � _pI^o . TIE l�oTRU1%6" REE, THESE IMPROVEMENT5- FIN15H GRADE BEFORE LAYING 50D SHALL BE 1 -1 /2"' BELOW THE TOP. TIE SHOULD PROVIDE FLEXIBILITY 18. THE LANDSCAPE CONTRACTOR SHALL LEAVE 51TE IN A GLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. OF TRUNK, BUT NOT ALLOW RUBBINS Iq. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF 51XTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL ° B AGAINST STAKE. GUT TRUNK STAKES OFF 6" ABOVE TIES BE KEPT GLEAN, WATERED, AND WEED FREE. ST. 20. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINISH GRADE WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS 4 e Qi4l A TERING BASIN (IF AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO RED THE BEGINNING O- THE'MAINTENANCE PERIOD. w INSTALL ARBOR GUARD AT THE 21. THE MAINTENANCE PERIOD SHALL INCLUDE THE _FOLLOWING 50OPE OF WORK: a 2 OBASE OF TREE IF IN LAWN AREA A. DAILY WATERING OF ALL PLANT MATERIAL. > B. WEEKLY MOWING OF ALL TURF AREAS. 5 G. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. 6 �� v D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR &ROUND COVERS. E. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY GAUSS STANDING WATER. P. ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING SYSTEM. ( 1 I ) i 1EE1 G. FILLIN& AND RECOMPACTION OF ERODED AREAS. H. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPIN65, AND ALL FOREIGN DEBRIS. I. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET. —' J. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE \ END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY 16 -6 -8 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. S�GTION 22. PRIOR TO END OF MAINTENANCE PERIOD,- LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND G TREE Doumr: STAK I N6 ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. 23. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF 51XT' (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRU55 SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY MO) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND 6ROW IN AN ACCEPTABLE UPRIGHT P051TION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 24. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIC71NAL MATERIAL GUARANTEE. O6" THICK TILLED PLANTING BED 0 s FINISH GRADE 4 AMENDED 501L s UNDIw ISM NATIVE 2 GROWN I" ABOVE FINISH GRADE 9 FINISH GRADE 4 FINISH GRADE AT SLOPE s BACKFILL MIX (SEE NOTE5) 6 PLANT TABLETS (SEE NOTES) FINISH SURFACE OF PAVED AREA D 4" HIGH WATERING BA51N OF REQUIRED) 06GEND FOR DEPTH) YER (SEE to BARK MULCH SHALL BE PULLED AWAY FROM BASE OF TREE/SHRUS A MIN. OF 6" WERE TREES ARE PLANTED IN TURF AREAS, CONTRACTOR SHALL REMOVE TURF A MIN. OF 12" VIA. AT THE BASE OF THE TREE. INSTALL AN ARBOR GUARD AT THE BA5E OF THE TRUNK. B) TREE Awn SHRUB PLANTI N6 PIMFLOOI OCONGRETE 51DE WALK OR HARDSGAPE IMPROVEMENT AS ° INDICATED ON PLAN ODEEPROOT #LBI8 -2 INSTALL IN 10' O LENGTHS, TYP. 5U59RADE ' 3 PLANTS PER PLAN 3 r OR HARDSCAPE I �VEMENTA INDICATED ON PLAN f// ";' NOTE: a ' f✓ ALL TREES WITHIN 5' OF ANY WALK, CURB DRIVE, BUILDING, UTILITY OR � HAR RIPE ELEMENT SHALL °.+�GTION OF TREE RECEIVE 10' OF ROOT BARRIER UNLESS OTHERWISE INDICATED ON 5' 5' THE PLANS. I J I W a Z V W g s W D D ROOT BARRIER °� O6" SQUARE CONCRETE MOW STRIP (MIN. 2000 PSI AT 28 DAYS! OFINISH GRADE 2" FOR &ROUNDGOVER AREAS 9 FINISH GRADE I" FOR LAWN AREAS 4 " RADIUS TRONELED ED9 5 (TYP) (D *5 A CONT. (LAP 12" AT Oq5% COMPACTED SUBGRADE NOTE: PROVIDE CONTROL JOINT5 AT 10' -0" O.G. MAX. AND EXPANSION JOINTS AT 40' -0' MAX. O.G. OR WHERE MOW STRIP ABUTS ANY CONCRETE IMPROVEMENT. (E) MULCH LAYER) CONCRETE MOW CURB - OSCAPF r r Moody N 4,yc p V" 9, N V: 4. T www.gmplandarch.com 4 N 0 ne ere r —1 I , 4125 Sorrento Valley Blvd. N 81 1 -13 e * Suite D San Diego pgsyy e California 92121 Tel 858 558 8977 0 Fax 858 558 9188 O CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS � `�� SURVEY CONTROL NETWORK PER R.O.S. 16416. Horizontal G rl./'Y�111� IAI� A W DESCRIPTION: 2" I.P. W /TAG "RCE 29577' AT A N/A Prepared Under Supervisio Of By:- By: SEASIDE RIDGE 10598 -G 20' O/S TO THE CENTER OF CUL -DE -SAC AT NE Date ��' -,I MASIH MAHER LA NC A. WA PU WORKS DIRECTOR NORMANDY STREET & URANIA AVENUE END OF ARBOR Cr. ELV.= 174.391' (NAVD'68) V NtlAal MARL A. MOODY R.L.A. No. Date: Z� �__ Date: �L_ 06 -111 TM CDP EIR DR & 06 -112 TM CDP EIR DR SHEET 21 OF Zy N, 7 PLANT I N6 SPECIFICATIONS LANDSCAPING PART I - GENERAL 1.1 RELATED DOCUMENTS SECTION: 12 SUMMARY A. This section includes the following: I. Trees. 2. Shrubs. 3. Plants. 4. Soil amendments. 5. Fertilizers tillzers and mulches. 6. Stakes. 1. Landscape edgings. 1.3 SUBMITTALS A. General: Submit each Item in this Article according to the Conditions of the Contract. B. Product certificates signed by manufacturers certifying that their products comply with specified' requirements. I. Manufacturer's certified analysis for standard products. 2. Analysis for other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. 3. Label data substonting that plants, trees, shrubs, and planting materials comply with specified requirements. G. Material test reports from qualified independent testing agency indicating and Interpreting test results relative to compliance of the following materials with requirements indicated. 1. Analysis of existing surface soil. 2. Analysis of imported topsoil D. Planting schedule indicating anticipated dates and locations for each type of planting. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage on experienced Installer who has completed landscaping work similar in material, design, and extent to that indicated for this Project and with a record of successful landscape establishment. I. Installer's Field Supervision: Require installer to maintain on experienced full -time supervisor on the Project site during times that landscaping is in progress. B. Provide quality, size, genus, species, and variety of trees and shrubs indicated, complying with applicable requirements of ANSI 260.1 "American Standard for Nursery Stock." G. Preinstollation Conference: Conduct conference at Project site notifying the Landscape Architect, allow 48 hours notice. 13 DELIVERY, STORAGE, AND HANDLING A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivering and while stored at site. B. Trees and Shrubs: Do not prune trees and shrubs before delivery, expect as approved by Landscape Architect. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tyling damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy natural shape. Provide protective covering during delivery. Do not drop trees and shrubs during delivery. G. Deliver trees, shrubs, ground covers, and plants after preparations for planting have been completed and install immediately. If planting is delayed after delivery, set planting materials in shade, protect From weather and mechanical damage, and keep roots moist. I. Do not remove container -grown stock from containers before time of planting. 2. Water root systems of trees and shrubs stored on site wiht a fine -mist spray. Water as often as necessary to maintain root systems in a moist condition. 1.6 PROJECT CONDITIONS A. Utilities: Determine location of above grade and underground utilities and perform work in a manner which wlll avoid damage. Hand excavate, as required. Maintain grade stakes until removal Is mutually agreed upon by parties concerned. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, Notify Landscape Architect before planting. Q 1.1. COORDINATION AND SCHEDULING >L OL A. Coordinate installation of planting materials during normal planting seasons for each type of plant material required. (V : 1.8 WARRANTY 0 A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other o rights the Owner may "have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other Aarrontles made by the Contractor under requirements of the Q Contract Documents. v n B. Special Warranty: Warrant the following living planting materials for a period of one year for trees Q and 90 days for shrubs, groundcover and plants, after date of Substantial Completion, ogoint defects $ Including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for warranty period, or Qincidents that are beyond Gontroctor's control. Z G. Remove and replace dead planting materials Immediately unless required to plant in the succeeding p planting season. 0 ND. Replace planting materials that are more that 25 percent dead or in an unhealthy condition at end of p warranty period. kD : "o v LLI O 0 i REVISIONS App 'd Date REFERENCES D e Q z LLl J LL IA TREE AND SHRUB MAINTENANCE A. Maintain trees and shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes, and resetting to proper grades or vertical position, as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. Maintain trees and shrubs for the following period: I. Maintenance Period: 3 months following Substantial Completion. PART 2 - PRODUCT5 2.1 TREE AND SHRUB MATERIAL A. General: Furnish nursery -grown trees and shrubs conforming to ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well - shaped, fully - branched, healthy, vigorous stock free of disease, Insects, eggs, larvae, and defeats such as knots, sun scald, injuries, abrasions, and disfigurement. B. Grade: Provide trees and shrubs of sizes and grades conforming to ANSI Z60.1 for type of trees and shrubs required. Trees and shrubs of a larger size may be used If acceptable to Architect, with a proportionate Increase in size of roots or balls. G. Label at least I tree and I shrub of each variety and caliper wlth a securely attached, waterproof tag bearing legible designation of botanical and common name. 2.2 SHADE AND FLOWERING TREES A. Shade Trees: Single -stem trees with straight trunk, well - balanced crown, and intact leader, of size indicated, conforming to AN51 Z60.1 for type of trees required. I. Branching Height: 1/2 of tree height. B. Small Trees: Small upright or spreading type, branched or pruned naturally according to species and type, and with relationship of caliper, height, and branching recommended by AN51 Z60.1, and stem form as follows: I. Form: Multlstem, clump, with 2 or more main stems. C. Container -grown trees will most ANSI Z60.1 limitations for container stock. 2.3 BROADLEAF EVERGREENS A. Form and Size: Normal - quality, well- balanced, broadleaf evergreens, of type, height, spread, and shape required, conforming to AN51 Z60.1. 2.4 PLANTS A. Provide plants established and well rooted in removable containers or integral peat pots and with not less than the minimum number and length of runners required by ANSI Z60.1 for the pot size Indicated. 2.5 501L AMENDMENTS A. Lime: ASTM G 602, Glass T, agricultural limestone cotaining a minimum 80 percent calcium carbonate equivalent, with a minimum 99 percent passing a No. 8 (2.36 mm) slave and a minimum 15 percent passing a No. 60 (250 micrometer) slave. I. Provide lime in the form of dolomitic limestone. B. Aluminum Sulfate: Commercial grade, unadulterated. G. Sand: Glean, washed, natural or manufactured sand, free of toxic materials. D. Perlite: Horticultural partite, soil amendment grade. E. Peat Humus: Finely divided or granular texture, Aith a ph range of 6 to 15, composed of partially decomposed moss peat (other than sphagnum), peat humus, or reed -sedge peat. F. Peat Humus: For acid- tolerant trees and shrubs, provide moss peat, with a pH range of 52 to 4.5, coarse fibrous texture, medlum- divided sphagnum moss peat or reed -sedge peat. 6. Sawdust or Ground -Bark Humus: Decomposed, nitrogen- treated, of uniform texture, free of chips, stones, sticks, soil, or toxic materials. I. When site treated, mix with at least 0.15 lb (2.4 kg) of ammonium nitrate or 0.25 lb (4 kg) of ammonium sulfate per cu. ft. (cu. m) of loose sawdust or ground bark. H. Manure: Well- rotted, unleashed stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weal seed, and material harmful to plant growth. I. Herbicides: EPA registered and approved, of type recommended by manufacturer. J. Water: As provided by local water purveyor. 2.6 FERTILIZER A. Sonemeal: Commercial, raw, finely ground; minimum.of 4 percent nitrogen and 20 percent phosphoric acid. B. Superphosphate: Commercial, phosphate mixture, soluble; minimum of 20 percent available phosphoric acid. G. Commercial Fertilizer: Gommerclal -grade complete fertilizer of neutral character, consisting of fast - and slow - release nitrogen, 50 percent derived from natural organic sources or urea -form, phosphorous, and potassium in the following composition: I. Composition: I lb per 1000 sq. ft. (0.5 kg per 100 sq. m) of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight. 2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil- testing agency. D. Slow - Release Fertilizer: Granular fertilizer consisting of 50 percent water - Insoluble nitrogen, phosphorous, and potassium In the following composition: I. Composition: 5 percent nitrogen, 10 percent phosphorous, and 5 percent potassium, by weight. 2. Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium, by weight. 5. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil- testing agency. 4. 'Agriform' (or equal) planting tablets shall be tightly compressed, long - lasting and slow - release. Weights of 5, 10, and 21 grams listed in the guaranteed analysis. 2.1 MULCHES A. Organic Mulch: Organic much, free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of one of the following: I. Type: &round or shredded bark. B. Peat Mulch: Provide peat moss in natural, shredded, or granulated form, of fine texture, with a pH range of 4 to 6 and a water- absobing capacity of 1100 to 2000 percent. G. Fiber Mulch: Biodegradable dyed -wood cellulose -fiber mulch, nontoxic, free of plant growth- or germination - inhibitors, with maximum moisture content of 15 percent and a ph range of 45 to 6.5. D. Install 3" depth of mulch in all non -turf planting areas less steep than 3:1. 2.8 STAKES A. Upright Stakes: Rough -sawn, sound, new hardwood, redwood, or pressure - preservative- treated softwood, free of knots, holes, cross grain, and other defects, 2 inches diameter by length indicated, pointed at one end. B. Hose Chafing Guard: Reinforced rubber or plastic hose at least 1/2 inch (13 mm) In diameter, black, cut to lengths required to protect tree trunks damage. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting performance of work of this Section. Do not proceed with installation until unsatisfactory conditions hove been corrected. 3.2 PREPARATION A. Lay out Individual tree and shrub locations and areas for multiple plantings. Stake locations, outline areas, and secure Architect's acceptance before the start of planting work. Make minor adjustments as may be required. 33 PLANTING 501L PREPARATION A. Mix soil amendments and fertilizers with site soil at rates indicated. Delay mixing fertilizer if planting does not follow placing of planting soil within a few days. Amendments will be modified from those noted based on soils reports performed by contractor min. (3). B. For tree pit or trench backfill, mix planting soil before backfilling and stockpile at site. G. For planting beds, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. D. Plant backfill shall be per soil test performed by a soil testing laboratory pre - approved by the Gity oP Enchitaa. The test shall Indicate but not be limited to the following: a. organic matter content b. N, P, K c. pH d. EC, e. soil texture (silt, slay, sand) f. recommendations for amendments, leaching and maintenance fertilizations. The results and recommendations of the soil testing laboratory shall be submitted to and approved by the City of Carlsbad. The approved recommendations for amendments and backfill shall be Incorporated into the landscape plans prior to the start of construction and shall become part of the approved plans. products specified by product name by the soil lab. in the recommendations may be substituted with 'or equal' products approved by the City of &Wlillitae. 5.4 GROUND COVER AND PLANTING BED PREPARATION A. Loosen subgrade of planting bed areas to a minimum depth of 6 inches (150 mm). Remove stones larger than 1 -1/2 inches 936 mm) in any dimension and sticks, roots, rubbish, and other extraneous materials. B. Spread planting soil mixture to depth required to meet thickness, grades, and elevations shown after light rolling and natural settlement. Place soil mixture in two (2) lifts and insure proper compaction of planting beds. G. Each plant shall receive one (1) 5 gram 'Agriform' (or equal) plant tablet. 35 EXCAVATION FOR TREE5 AND SHRUBS A. Pits and Trenches: Excavate with vertical sides and with bottom of excavation slightly raised at center to assist drainage. Loosen hard subsoil In bottom of excavation. I. Container -Grown Trees and Shrubs: Excavate to twice container width, and to depth of rootball in container. 2. Excavation and planting of trees shall be completed prior to Installation of drain line. B. Obstructions: Notify Landscape Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. I. Hardpan Layer: Drill 6 -inch- (150 mm -) diameter holes into free- draining strata or to a depth of 10 feet (3 m), whichever is less, and backfill with free - draining material. G. Drainage: Notify Landscape Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. D. Fill excavations Aith water and allow to percolate out, before placing setting layer and positioning trees and shrubs. 3.6 PLANTING TREES AND SHRUBS A. Bet container -grown stock plumb and in center of -pit or trench with top of ball level to adjacent finish grades as indicated. I. Carefully remove containers so as not to damage root balls. 2. Place backfill around ball in layers, tamping to settle backfill and eliminate voids and air pockets. When pit is approximately 1/2 bockfilled, water throughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. B. Dish and tamp top of backfill to form a 5 -inch- (15 -mm -) high mound around the rim of the pit. Do not cover top of root ball with backfill. 3.1 TREE AND SHRUB PRUNING A. Prune, thin, and shape trees and shrubs according to standard horticultural pratice. Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree leaders; remove only injured or dead branches from flowering trees. Prune shrubs to retain natural character. Shrub sizes indicated are size after pruning. 3.8 TREE AND SHRUB STAKING A. Upright Staking and Tying: `stake trees of 15 gallon and larger. Use a minimum of 2 stakes of length required to penetrate at least 24 inches below bottom of backfilled excavation and to extend at least 12 Inches above grade. Set vertical stakes and space to avoid penetrating balls or root masses. Support trees with 2 stands of tie Aire encased in hose sections at contact points with tree trunk. Staking and tying of tree Is not intended to immobilize tree. Install to allow slack in ties, avoiding rigid restraint of tree. 3.9 PLANTING PLANTS A. Space plants as Indicated. B. Dig holes large enough to allow spreading of roots, and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight- saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. 3.10 MULCHING A. Mulch bockfilled surfaces of pits, trenches, planted areas, and other areas indicated. 3" layer shall be installed in shrub area Aith grade less than 3:1. Submit sample to city inspector for approval. 3.11 CLEANUP AND PROTECTION A. During landscaping, keep pavements clean and work area in an orderly condition. B. Protect landscaping from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.12 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus soil and Aoste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of It off the Owner's property. END OF SECTION r r N www.gmplandarch.com o V I 4125 Sorrento Valley Blvd. Suite D San Diego nature_.. - no s California 92121 0 ww Tel 858 558 8977 Fax 858 558 9188 4� Drawing No. CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT F- O PT, NO. 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. "RCE Horizontal �' ' - ` M"IN1 SMIFICATI0N9POR: SEASIDE RIDGE Pre ared Under SU erVislon Of DESCRIPTION: 2" I.P. W /TAG 29577" AT A N/A P P By: /sue/ B y: zo' o/s TO THE CENTER of CUL-DE-SAC AT NE Vertical Date ®' 2�-IB MASIH MAHER NCE � WA %�PUB�Ii WORKS DIRECTOR NORMANDY STREET &URANIAAVENUE END OF ARBOR CT. ELV.= 174.391' (NAVD'88) MARC A. MOOD R.L.A. No. "2� Date: �Z��t/�� Date: j. 06 -111 TM /CDP /EIR %DR & 06 -112 TM /CDP /EIR /DR N/A r r N www.gmplandarch.com N 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 0 0 Tel 858 558 8977 Fax 858 558 9188 O Drawing No. 10598 -G SHEET 220F Zy F- O a CARUSO - TURLEY SCOTT INC. \consulting structural engineers , 1215 W. Rio Salado Pkwy Suite 200 Tempe, Arizona 85281 (480) 774 -1700 - (480) 774 -1701 FAX www.cStsaz.com Cn L N o_ J W O J 3< Cn U z z° Cn • oN N QIX MW J w O v za .. Urn 0,+�j I a7 w Ow¢rvrn LLLI> Q 0, o as ' Q� ..in rn U7 Q uuzm - O O� � ¢ ¢ --e I` • � � U ° 2 � Q O ()a z o w Z m Li U.S. PATENTED 5,794,921 zo U.S. PATENTED 6,431,797 * >- U.S. PATENTED 6,632,048 < U.S. PATENTED 7,188,453 U.S. PATENTED 7,454,870 U.S. PATENTED 7,461,487 TRACKING NUMBERS: 08- 115 -6100 08- 115 -6200 10- 115 -6900B 10- 115-°- °690OB /C 11 -115 -7400 JOB NUMBER: 12- 115 -7833 DRAWN: ENGINEER: SSR TH CHECKED: SCALE: MRF AS NOTED DATE: 04.11.2012 REVISIONS R: \1009 \ &Eng \Rough Grading Plans \ *.dwg NOTES: NOTE: GENERAL' NOTES 1. POST TENSIONED ROD. 6. #4 REINFORCING WITH 6" HbOK 7. END OR CORNER OF WALL MAY START 11. PROTO II WALL. 15. RUN HORIZONTAL JOINT REINFORCING SEE 8" ROD VARIANCE SPEC AT NOTES PROTO II FENCE WALL SCHEDULE - 2. END OF WALL. INTO FOOTING BELOW. FILL WITH WITH #4 VERTICAL REBAR, GROUT SOLID 12. 16' MASONRY PIER WITH 4 #4 VERTICAL THROUGH PIER STOP AT FACE OF N0. 5 AT BOTTOM OF WALL SCHEDULE. 1. THE PROTO'll WALL IS DESIGNED FOR WIND AND SEISMIC FORCES AS REQUIRED AND APPROVED 3. RODS AT 12" EITHER SIDE OF A GROUT OR 8" HIGH LIFTS OF MORTAR. THEN SPAC� 8" FIRST POST TENSION AND 1 #2 TIE AT TOP OF PIER. PIER AT CONTRACTOR'S OPTION. VARIANCE APPLIES TO ALL RODS BY THE LOCAL JURISDICTION. SEE SCHEDULES FOR EXPOSURE, WIND FORCES, POST TENSIONED CONTROL JOINT OR END OF WALL 6A. POST TENSIONED ROD SPACING PER ROD PER SCHEDULE. REBAR MAY 13. 12" SQUARE MASONRY PIER WITH 16. ALL VERTICAL MASONRY PIER REINFORCING EXCEPT THOSE AT CONTROL JOINTS ROD SPACING, FOOTING SIZES, ETC. CONTRACTOR IS RESPONSIBLE TO VERIFY REQUIREMENTS 4. NOT USED. SCHEDULE BUT NOT TO EXCEED SUBSTITUTE FOR P.T. ROD AT CORNER 1 #5 VERTICAL. SHALL HAVE 6" HOOKS AT BOTTOM AND END OF WALL. WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH EAkWTION OF WIND LOAD DESIGNATIONS: 5. NOT USED. 4' -8" ON EITHER SIDE OF THE OR END OF WALL. 14. LINE OF FOOTING BELOW. FOOTING AT AND EXTEND A MINIMUM OF 8" THE APPROVED SITE PLAN SOILS REPORT AND /OR APPLICABLE CODE REOUIREMENTS. ASCE 7 -05 I - 0.87 (CATEGORY I TABLE 6-1 CONTROL JOINT OR END OF WALL. 8. NOT USED. PROTO II WALL PER PLANS AND INTO FOOTING 2. THESE DESIGNS ARE NOT TO BE USED FOR RETAINING EARTH (LEVEL BACKFILL) ABOVE 1' -4' FOR qz = 0.00256 x Kfx Kzt x Kd x Vzx I (E0. 8-15) F = qz x G x Cf x At (EON 8-28; • AT CONTRACTORS OPTION, THE WALL 4' PROTO -II, 2' -0" FOR 6" PROTO -II, AND 2' -8" FOR 8" PROTO-11 AS MEASURED FROM LOW 9. NOT USED. SCHEDULES. FOOTING AT PIER SHALL 17. TYPICAL ROD SPACING PER SCHEDULE "S ". EXPANSION JOINT MAY OCCUR AT SOIL TO HIGH SOIL -NO SURCHARGES WITHIN 5' -0" OF WAIL ARE ALLOWED. SEE DETAIL 10. Kz = 0.57 EXP'B, 0.85 EXP C (TABLE 6-3) G - 0.85 (RIGID STRUCTURE SEC 6.5.8) (1) (6 10. NOT USED. BE 12" THICK AND 4" WIDER ALL 18. MAXIMUM ROD SPACING FROM CONTROL Kzt = 1.0 FOR H S 15' -0" (SECTION 6.5.7.1 #5) *Cf = 1.3 x 1.1 (FOR S/H = 1 AND B/S 2 10) THE FACE OF THE PIERS AS SPECIFIED 3. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP Kd = 0.85 (SIMILAR TO SOLID SIGN, TABLE 6-4) As = ASSUME 1 SQUARE FOOT. -- AROUND THE PIER. JOINT MAY BE 1/2 THE TYPICAL ROD IN GENERAL NOTE 14. SHOULD BE PROPER HEIGHT TO FIT BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND V = VELOCITY 3 SECOND WIND GUST (1) SPACING "S ", 5/2. FOR EXAMPLE, IF CONTAIN NO LOOSE EARTH OR FOREIGN MATTER. TYPICAL ROD SPACING FROM SCHEDULE IS 4. SOIL SHALL BE FIRM AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE PRIOR TO FOUNDATION • 1,1 MULTIPLIER USED TO ADJUST FOR OBLIQUE ADJUSTMENT FACTOR PER FIGURE 6-20 FOOTNOTE 3. I (2) 8' -0 ", MAX ROD SPACING FROM A CONTROL EXCAVATION, CONTRACTOR SHALL VERIFY VIA SOILS REPORT THAT SITE SOILS CONDITIONS MEET OR L 6A I (1) EXCEED AN ALLOWABLE PASSIVE BEARING PRESSURE OF 200 PSF/FT STARTING AT THE TOP OF ' JOINT MAY BE 8'/2 =48 GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR PASSIVE) AND A MINIMUM ALLOWABLE BEARING PRESSURE OF 1000 PSF. O END OF WALL (t3) (16) 5. SOIL SHALL BE WELL DRAINED FOR FOOTINGS AND FOUNDATIONS, USE CONCRETE WITH A MIN. OB END OF WALL (14) STRENGTH OF 2,500 PSI - TYPE II CEMENT (TYPE V WHERE REQUIRED BY OWNER, SOILS ENGINEER (6) (6) ( ) (1) (1 (15) OR JURISDICTION)., CONCRETE SHALL BE A MIN. OF 48 HOURS OLD PRIOR TO FINAL TENSIONING, O RETURN CONDITION �„ A.,- 15 r i 6. LAP REINFORCING STEEL: LAP = 26" FOR #4 BARS 40" FOR #5 BARS IN MASONRY. (1 I ____ L ____ _ 32 "/39" LAP IN CONCRETE FOR #4 OR #5 BAR RESPECTFULLY. - -- -- - - - - -- 2) 7. CONCRETE MASONRY UNITS SHALL . COMPLY WITH ASTM C -90 AND BE 2,000 PS MIN. (F'M DESIGN C - - - -_ ` r - - CRITERIA FCR BLOCK IS BASED ON MOO PSIZ BLOCK SHALL BE A MIN OF 7 DAYS OLD PRIOR - - -- - - - - -, r - - - -- - - - - -- TO ROD TENSIONING. STANDARD HEAD AND BED JOINT BLOCKS WITH MORTAR MAY BE USED OR 1. 6A 6A (1 _ I INTERLOCKING BLOCKS MAY BE USED. C END OF WALL 12" O & MORTAR SHALL BE TYPE S. 2000 PSI MIN. MORTAR MAY BE USED AS GROUT IN 8" HIGH LIFTS. O ALTERNATE CONTROL JOINT SPEC. AT CONVENTIONAL REINF. 12" 12" 12" MORTAR MUST BE A MIN. OF 4 HOURS OLD PRIOR TO INITIAL TENSIONING AND 24 HOURS OLD `^ PRIOR TO FINAL TENSIONING. (17) (18) '(18) (17) 9. FIRST MASON FIRST COURSE FOR WEEP HOLES. CRETE FOOTING. HEAD JOINTS MAY BE O TYPICAL CONTROL JOINT SPEC. MASONRY NOTE: CONTROL MAKE A CLEAN VERTICAL AT POST TENSION ROD. JOINT BREAK OF ALL MATERIAL IN CONTROL JOINT. / 4 \ SPECIAL WALL CONDITIONS AND OPTIONS (6) (7) NOTES: 1. FENCE WALL - DETAIL NOT SHOWN FOR CLARITY. 2. FINISHED GRADE. 3. NO SLOPING ADJACENT GRADE ALLOWED. 4. FACE OF FOOTING TO TOP OF SLOPE. 5. BOTTOM OF SETTING PAD. 6. SEE SCHEDULE FOR WALLS UP TO 6' -0" HIGH. 7. SEE SCHEDULE FOR WALLS ABOVE 6' -0" HIGH. NOTE: THIS DETAIL DESCRIBES THE MINIMUM DISTANCE REQUIREMENTS FOR THE LOWEST FOOTING EDGE TO FINISHED GRADE. SCHEDULE FOR WALLS UP TO 6'-0" FACE OF FOOTING TO TOP OF SLOPE. MIN, DEPTH OF DIP OR TRENCH FOOTING OR MINIMUM DEPTH OF 13" DIA PIER 37" OR MORE PER TYP SCHEDULE PER TYP SCHEDULE 24" OR 36" S -0" 5' -0", 12" OR 24" 6' -4" 7' -6" 6" TO 11" 6' -7 7'-10" 3" TO 5" 6,-10" 8-0 SCHEDULE FOR WALLS ABOVE 6' -0" UP TO W -4" FACE OF FOOTING TO TOP OF SLOPE. 4" PROTO II ADDED DEPTH OF DIP OR TRENCH FOOTING OR ADDED DEPTH OF 13" DJA PIER 36" OR MORE 0 "- 0" �- 30" 6" 6 "� 24 9. 9 12" 15" 15" 6 18 18 3" 20" 20" 9 8G -0" TO DAYLIGHT DETAIL FOR FOOTINGS ' 1. PROTO II FENCE WALL PER 4" PROTO II NO SCALE NOTES: - - -.. 1. GROUT SOLD ONLY AT POST - TENSION 7. A MODIFIED 6" THICK PROTO II ROD CELLS BELOW GRADE. WALL MAY BEGIN WITH A SOLID 2. LOW SOIL. 8" HIGH GROUTED COURSE OF 3. CONCRETE FOOTING. 8" BLOCK. THE SOIL RETAINAGE 4,- HIGH SOIL. MAY THEN INCREASE TO'2' -8 ". 5. PROTO II FENCE WALL. FOR 8" WIDE WALLS USE A 10" WIDE 6. * l' -4" MAX. AT 4" PROTO II. FLANGE, 6" DEEP AT TOP OF FOOTING. * 2' -0" MAX. AT 6" PROTO II. 8. HEAD JOINTS IN FIRST COURSE * 2' -8" MAX AT B" PROTO II. OMITTED FOR WEEP HOLES, SEE YWALL DESIGNED BY OTHERS WILL GENERAL NOTE 9. SUPPORT THE PROTO II FENCE 9. 2" SOIL MIN OVER FOOTING. ROD SPACING AND FOOTING SELECTION NOTES: 3. FINISHED GRADE. xo 4. 2 #3 MIN. IN BOND BEAM - LAP A. FOR ALL EXPOSURE C CONDITIONS WITH- FENCE 5. BACKFILL SHALL BE NON- FILL W/ COMPACTED FILL OR CONCRETE. EXPANSIVE SOILS. SEE FOR SECTION SOILS REPORT. WALL HEIGHT "F" OF 3'4" OR LESS, ASSUME 6. COUPLER IF PARTIAL HEIGHT ROD IS BE USED IN LIEU OF DIP FTG. SPACING AND USED IN LIEU OF FULL HEIGHT ROD. - 7. 1/4 "x1 "x2" EMBEDMENT PLATE WITH 1/2" MINIMUM WALL HEIGHT OF F +R +1'4 ". EXAMPLE, NUT ABOVE PLATE AND 1/2" COUPLER 7. NO VOIDS OR HONEYCOMBING OF CONC. AT (6) BELOW PLATE (OR (2) 1/2' NUTS). (3) NOTE: PROTO II FENCE WALL CAN BE FORA 3'4 "HIEGHT FENCE WALL WITH 2'8" PROFILE, SEE (5) PLACED AT ANY LOCATION ON THE (2) TOP OF THE RETAINING WALL I) (FLUSH OR CENTERED) BUT THE CONSOLIDATION CONCRETE VIA VIBRATION, RETAINING, USE PROTO II FENCE WALL SCHEDULE - - -" ALL TIMES BE PLACED BETWEEN DETAIL 3 FOR THE 2 REINFORCING BARS AT E RODDING OTHER APPROPRIATE MEANS. HEIGHT "H "= 3'4" + 2'8 "+ 1'4 "= 74". PROTO II WALL CONNECTION TO TOP OF CONVENTIONAL MASONRY RETAINING WALL B. FOR ALL EXPOSURE C CONDITIONS WITH FENCE 14.1 PSF 3' -0" 8' -0" 8' -0" WALL HEIGHT "F" GREATER THAN Se, ASSUME 16' -0" _ (4) J (5) MINIMUM 'WALL HEIGHT OF F +R +8 ". EXAMPLE, FOR 8' -0' 8' -0" 14' -0" 19" POST TENSION ROD SPACING IS INDEPENDENT A 5'4" HEIGHT FENCE WALL WITH 2'8" RETAINING, 4'-8 6' -0" 8' -0" 8' -0" 12' -0" USE PROTO II FENCE WALL SCHEDULE HEIGHT 'H'= FOR 5'i' Pi' 8' -0" 5'4" + 2'8 "+ 8"= 8'8 ". 12' -0" 23" 3. COMPRESSED DTI INDICATOR - NO LIGHT PASSES it 1 O C. FOR ALL EXPOSURE B CONDITIONS WITH FENCE 6' -0" 6' -0" 11'-6" 24" VERTICAL REBAR DOWN INTO THE DIP, PIER WALL HEIGHT "F "OF 6'0" OR LESS, ASSUME B'4 2'-8" 6' 4" 6' -0" 9'-4' MINIMUM WALL HEIGHT OF F +R +1'4 ". EXAMPLE, _ ��� (7) i 2'-8" FOR A 6'0" HIEGHT FENCE WALL WITH 8" RETAINING, 7' -0' 27' \ II. (2) USE PROTO II FENCE WALL SCHEDULE HEIGHT "H "= 10 �) NO SCALE B. DTI IS ONE OF TWO APPROVED METHODS OF - 6'0" + 8 "+ 1'4 "= 8'0'. , 8' -0" - 1'-t' Iti D. FOR ALL EXPOSURE B CONDITIONS NTH FENCE (9) �= WALL - HEIGHT "F "GREATER THAN 6'0 ", ASSUME 9'-4' MINIMUM WALL HEIGHT OF F +R +8 ". EXAMPLE, FOR - A 6'8" HEIGHT FENCE WALL WITH 8" RETAINING, USE - PROTO II FENCE WALL SCHEDULE HEIGHT "H "= 6'8" 2. CAP BLOCK OF SUFFICIENT SIZE + 8" + B" = 8'0 ". DETAIL AT SOIL RETAINAGE - NO SCALE ORETURN CONDITION (1)-1 NOTES: NOTES: 1. TOP OF FOOTING. 2. PROTO II WALL - VERTICAL POST TENSIONED ROD NOT SHOWN FOR CLARITY. 3. 8" HIGH COURSES ARE SHOWN IN DETAIL OTHER BLOCK SIZES MAY BE USED AS REQUIRED BY THE FENCE WALL DESIGN. IALL 3 #2 MND TOP IOMINAL NT c (9)-\ I n PROFILE x r \ TOP OF FENCE DETAIL 10. REINFORCING REBAR SHALL CONFORM TO ASTM A615; Fy = 40,000 PSI. 11. PROTO -II HARDWARE IS DEFINED A& TENSION RODS, BEARING PLATES, COUPLERS, NUTS, ALL THREADS, DIRECT TENSION INDICATORS ( A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE - - -- (I) WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE SHALL BE SUPPLIED BY ONLY AN I (15) APPROVED PROTO-1 LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS SHALL BE 4 I 7/16" DIAMETER WITH 1/2" ROLL THREADS CONFORMING TO ASTM A615 (FY = 60000 PSI) AND - - - - -- _ HAVE STEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT • _ DAMAGE TO THE POST TENSION ROD./AREA OF POST TENSION ROD = .1503 SQUARE INCHES. ---- - -_ - -- BEARING PLATES ARE 114" THICK (Fy=50 KSI) SEE DETAIL 5 FOR WIDTHS. 1/2' COUPLERS PER -ASTM A563 GRADE A, AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY ENGAGED AS DEFINED AS 1/2" MIN. INTO COUPLER. 1/2' NUTS ARE TO BE GRADE 8, PER' -- - -- ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE 60. DIRECT TENSION INDICATOR (DTI - 12" COMPRESSIBLE WASHER) IS PER ASTM F959 TESTING PROCEDURES. PLASTIC REBAR SADDLES ARE NON- STRUCTURAL - 12. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER PARE AND PLACED PER DETAIL 8 AND CONFORM TO ASTM A82 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP). NO SCALE 13, IN UEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL LIFTS. MIN. OF 3 'L' HOOK, OR "J" WIND ' 1. PROTO II FENCE WALL PER 4" PROTO II PRODUCT DATA SHEET. 8" PROTO II A. PROTO II TENSION ROD SHALL BE CONTINUOUS 7/16" DIA STRAIGHT, THREADED FORCE BOTH ENDS AND SHALL HAVE POST TENSION MIN. 12" EMBED INTO MASONRY POST TENSION RETAINING WALL WITH PLATE w WASHER. 0 2. SOLID GROUTED RETAINING z a WALL DESIGNED BY OTHERS. N INSTALLER TO VERIFY RETAINING DEPTH ** YWALL DESIGNED BY OTHERS WILL RODS WITH 3" HOOKS. ROLL THREADS AT SUPPORT THE PROTO II FENCE ON CENTER WALL ABOVE. ON CENTER 3. FINISHED GRADE. xo 4. 2 #3 MIN. IN BOND BEAM - LAP 20" WHERE OCCURS. zo 5. BACKFILL SHALL BE NON- FILL W/ COMPACTED FILL OR CONCRETE. EXPANSIVE SOILS. SEE FOR SECTION SOILS REPORT. ` U 6. COUPLER IF PARTIAL HEIGHT ROD IS BE USED IN LIEU OF DIP FTG. SPACING AND USED IN LIEU OF FULL HEIGHT ROD. - 7. 1/4 "x1 "x2" EMBEDMENT PLATE WITH 1/2" PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2). NUT ABOVE PLATE AND 1/2" COUPLER 7. NO VOIDS OR HONEYCOMBING OF CONC. AT (6) BELOW PLATE (OR (2) 1/2' NUTS). (3) NOTE: PROTO II FENCE WALL CAN BE AND INTEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES. PROFILE, SEE (5) PLACED AT ANY LOCATION ON THE (2) TOP OF THE RETAINING WALL I) (FLUSH OR CENTERED) BUT THE CONSOLIDATION CONCRETE VIA VIBRATION, POST TENSIONED ROD SHALL AT - - -" ALL TIMES BE PLACED BETWEEN DETAIL 3 FOR THE 2 REINFORCING BARS AT E RODDING OTHER APPROPRIATE MEANS. THE TOP OF THE RETAINING WALL. PROTO II WALL CONNECTION TO TOP OF CONVENTIONAL MASONRY RETAINING WALL NO SCALE NOTES: 1. TOP OF FOOTING. 2. PROTO II WALL - VERTICAL POST TENSIONED ROD NOT SHOWN FOR CLARITY. 3. 8" HIGH COURSES ARE SHOWN IN DETAIL OTHER BLOCK SIZES MAY BE USED AS REQUIRED BY THE FENCE WALL DESIGN. IALL 3 #2 MND TOP IOMINAL NT c (9)-\ I n PROFILE x r \ TOP OF FENCE DETAIL 10. REINFORCING REBAR SHALL CONFORM TO ASTM A615; Fy = 40,000 PSI. 11. PROTO -II HARDWARE IS DEFINED A& TENSION RODS, BEARING PLATES, COUPLERS, NUTS, ALL THREADS, DIRECT TENSION INDICATORS ( A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE - - -- (I) WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE SHALL BE SUPPLIED BY ONLY AN I (15) APPROVED PROTO-1 LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS SHALL BE 4 I 7/16" DIAMETER WITH 1/2" ROLL THREADS CONFORMING TO ASTM A615 (FY = 60000 PSI) AND - - - - -- _ HAVE STEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT • _ DAMAGE TO THE POST TENSION ROD./AREA OF POST TENSION ROD = .1503 SQUARE INCHES. ---- - -_ - -- BEARING PLATES ARE 114" THICK (Fy=50 KSI) SEE DETAIL 5 FOR WIDTHS. 1/2' COUPLERS PER -ASTM A563 GRADE A, AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY ENGAGED AS DEFINED AS 1/2" MIN. INTO COUPLER. 1/2' NUTS ARE TO BE GRADE 8, PER' -- - -- ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE 60. DIRECT TENSION INDICATOR (DTI - 12" COMPRESSIBLE WASHER) IS PER ASTM F959 TESTING PROCEDURES. PLASTIC REBAR SADDLES ARE NON- STRUCTURAL - 12. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER PARE AND PLACED PER DETAIL 8 AND CONFORM TO ASTM A82 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP). NO SCALE 13, IN UEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL LIFTS. MIN. OF 3 'L' HOOK, OR "J" WIND WALL 4" PROTO II 6" PROTO II 8" PROTO II DIP/PIER CONTINUOUS 20' ON CENTER IN STUCCOED WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. SEE FORCE HEIGHT POST TENSION POST TENSION POST TENSION FOOTING TRENCH FOOTING POST TENSIONED ROD FOR CORROSION 16. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION: ROD SPACING ROD SPACING ROD SPACING ON CENTER DEPTH ** - RODS WITH 3" HOOKS. ROLL THREADS AT 17. A PROTO -11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN ON CENTER ON CENTER ON CENTER SPACING, SEE SEE DETAIL 3 THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO-11 5. TRENCH MAY BE OVER EXCAVATED AS SHOWN - APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; FILL W/ COMPACTED FILL OR CONCRETE. DETAIL 4 FOR FOR SECTION 6. 13 "s x 3 -9 DEEP CIRCULAR PIER FTG. MAY COLLAPSED AGAINST NUT W/ NO LIGHT LEAKAGE BETWEEN THE PROTO-0 DTI AND BOTTOM OF NUT: BE USED IN LIEU OF DIP FTG. SPACING AND METHOD 2.'USE OF A CALIBRATED TORQUE WRENCH TORQUED TO 55FT/I.BS (DTI MUST STILL BE - DIP FOOTING PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2). 7. NO VOIDS OR HONEYCOMBING OF CONC. AT INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOC(, JUNCTION OF POST TENSION ROD AND AND INTEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES. PROFILE, SEE REINFORCING BARS ALLOWED. PROVIDE MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION. _ CONSOLIDATION CONCRETE VIA VIBRATION, 18. *DESIGNS ILLUSTRATED ON THIS PRODUCT DATA SHEET ARE FOR PROUD -II WALLS AND PROTO-11 - - -" DETAIL 3 FOR E RODDING OTHER APPROPRIATE MEANS. FOR PROTO-11 WALLS UP TO 10ED HIGH AND HIGHER "HYBRID' II WALLS. N 8. VERTICAL FOOTING REINFORCING AT WALLS F INSPECTION. 19. ALL CONVENTIONALLY REINFORCED PILASTERS REQUIRE SPECIAL INSPECTION. SPECIAL INSPECTION SECTION INCLUDES CONTINUOUS OBSERVATION OF GROUTING ALONG NTH A PRE -GROUT INSPECTION THE 14.1 PSF 3' -0" 8' -0" 8' -0" r -0' 16' -0" 17" FOR CONFORMANCE WITH CONSTRUCTION DOCUMENTS. 85 MPH 4' -0' 6'-8' 8' -0' 8' -0" 14' -0" 19" POST TENSION ROD SPACING IS INDEPENDENT ExP C 4'-8 6' -0" 8' -0" 8' -0" 12' -0" 21' FOR 5'i' 4' -0' 8' -0" 8' -0' 12' -0" 23" 3. COMPRESSED DTI INDICATOR - NO LIGHT PASSES SITE / 6' -0' 3'--4" 6' -0" 6' -0" 11'-6" 24" VERTICAL REBAR DOWN INTO THE DIP, PIER PERIMETER FENCING" B'4 2'-8" 6' 4" 6' -0" 9'-4' 26" _ ��� 7'-4' - 2'-8" 4' -0' 7' -0' 27' - TABS FACING UP AGAINST BOTTOM OF 1/2" NUT PROTO 11 (5) AND TABS COLLAPSED TO ACHIEVE TENSION. 10 �) NO SCALE B. DTI IS ONE OF TWO APPROVED METHODS OF - TENSIONING. OTHER OPTION OF TENSIONING IS 8' -0" - 1'-t' 2'-8" -0 5' ' 30" TORQUE WRENCH DTI MUST STILL BE PLACED • 9'-4' - - 2' -0' - 32" 2. CAP BLOCK OF SUFFICIENT SIZE * SEE GENERAL NOTE 18. ** TRENCH FOOTING DEPTH ADJUSTMENT (AT CONTRACTOR'S OPTION)fi AT THE CONTRACTOR'S OPTION, UP TO ONE COURSE OF MASONRY MAY BE BURIED BELOW GRADE. THE BURIED BLOCK MAYBE USED AS PART OF THE TRENCH DEPTH PROVIDED THE SOIL WITHIN 5' -0' OF EACH SIDE OF THE BLOCK IS COMPACTED TO 90 PERCENT. THE OVERALL WALL HEIGHT IS DEFINED AS SHOWN IN DETAIL 3, FROM THE TOP OF THE FOOTING TO THE TOP OF THE WALL REGARDLESS OF WHETHER A COURSE IS BURIED. - - WHERE THE STEEL PLATE SHOULD BEAR ON ALL FOUR SIDES. 4. CONTINUOUS HORIZONTAL JOINT REINFORCING PER NOTE #12. 5. CENTER WEB BELOW. Cirl 1. 4" NOMINAL 3 5/8" ACTUAL OR 6" NOMINAL 5 5/8" ACTUAL OR - 8" NOMINAL (7 5/8" ACTUAL MASONRY. 2. HORIZONTAL JOINT REINF - SEE NOTE #12. 3. #4 CONTINUOUS AT 4" & 6" PROTO II NO SCALE HOOK AT END OF TENSION ROD. x 14. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON- STUCCOED WALLS AND ' 4. 5. 6. NOTES 20' ON CENTER IN STUCCOED WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. SEE ' Q 0 ES / O p Q' HT 0 V• G GI I. PROTO II FENCE WALL DETAIL 1 FOR ROD SPACING AT CONTROL JOINTS AND WALL ENDS. 2. 3" MORTAR COVER AROUND COUPLER AND /OR 15. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT PATH THE BEARING PLATE POST TENSIONED ROD FOR CORROSION 16. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION: PROTECTION. SEE DETAIL 6, NOTE NO. 3. AT CONTRACTOR OPTION, VERTICAL REBAR MAY BE STABBED DOWN N 3. 7/16" DIA FULL HEIGHT POST TENSIONED INTO THE DIP, SEE DETAILS 3 AND 4. - RODS WITH 3" HOOKS. ROLL THREADS AT 17. A PROTO -11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN TOP FOR NUT ATTACHMENT. THE BEARING PLATE AND NUT W/ THE D11 "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. a o 4. CONC. FTC. - NO COLD JOINTS PERMITTED. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO-11 5. TRENCH MAY BE OVER EXCAVATED AS SHOWN - APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; FILL W/ COMPACTED FILL OR CONCRETE. METHOD 1; VISUAL'INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND - 3 6. 13 "s x 3 -9 DEEP CIRCULAR PIER FTG. MAY COLLAPSED AGAINST NUT W/ NO LIGHT LEAKAGE BETWEEN THE PROTO-0 DTI AND BOTTOM OF NUT: BE USED IN LIEU OF DIP FTG. SPACING AND METHOD 2.'USE OF A CALIBRATED TORQUE WRENCH TORQUED TO 55FT/I.BS (DTI MUST STILL BE - SETTING PAD TO REMAIN THE SAME. PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2). 7. NO VOIDS OR HONEYCOMBING OF CONC. AT INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOC(, JUNCTION OF POST TENSION ROD AND AND INTEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES. REINFORCING BARS ALLOWED. PROVIDE MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION. _ CONSOLIDATION CONCRETE VIA VIBRATION, 18. *DESIGNS ILLUSTRATED ON THIS PRODUCT DATA SHEET ARE FOR PROUD -II WALLS AND PROTO-11 - - -" RETAINER WALLS UP TO A COMBINED HEIGHT OF 10' -0". ADDITIONAL SCHEDULES ARE AVAILABLE E RODDING OTHER APPROPRIATE MEANS. FOR PROTO-11 WALLS UP TO 10ED HIGH AND HIGHER "HYBRID' II WALLS. N 8. VERTICAL FOOTING REINFORCING AT WALLS F INSPECTION. 19. ALL CONVENTIONALLY REINFORCED PILASTERS REQUIRE SPECIAL INSPECTION. SPECIAL INSPECTION OVER 6' -0° HIGH USE INCLUDES CONTINUOUS OBSERVATION OF GROUTING ALONG NTH A PRE -GROUT INSPECTION THE #4 x " IN CENTER OF " PRE -GROUT INSPECTION INCLUDES VERIFICATION OF THE LOCATION OF STRUCTURAL ELEMENTS, STRAIGHT DIP OR PIER. GRADE OF REINFORCEMENT AND OVERALL WORKMANSHIP AND QUALITY OF MATERIALS BEING USED, 1P4^ OR "L" OK FOR CONFORMANCE WITH CONSTRUCTION DOCUMENTS. 9. THIS DETAIL SHOWS THE POST TENSION ROD 20. END ZONES FOR WAND DESIGNS ARE EXCLUDED. I.E. Of = 1.& ^ CENTERED IN THE DIP FTG. - HOWEVER THE (7A); POST TENSION ROD SPACING IS INDEPENDENT HIGH. USE #4 x AT THE ENTER OF THE DIP FTG. AND THEY DO NOT NEED TO NOTES: LINE UP. 10. NOT USED IN WALLS 6' -0" AND UNDER. -- 1. POST TENSION ROD. J NUCcJ SHEE`r� 11. VERT. REINF. REQ'D WHEN USING CIRCULAR 2. NUT. PIER DETAIL IN LIEU OF "DIP ". SEE NOTE 3. COMPRESSED DTI INDICATOR - NO LIGHT PASSES (11) 6 BELOW WALL SCHEDULE. BETWEEN BOTTOM OF NUT AND DTI WHEN PROPERLY TENSIONED. / \ ` 12. A CONTRACTOR OPTION IS TO STAB THE #4 4. TOP PLATE. VERTICAL REBAR DOWN INTO THE DIP, PIER 5. COLLAPSIBLE TABS. �_(4) OR CONTINUOUS TRENCH FOOTING AND EXTEND 6. MINIMUM TENSION TO BE 6,000 LBS LOAD AND IT +1-8" INTO THE FIRST COURSE OF BLOCK. CONFIRMED BY ONE OF TWO METHODS PER _ ��� NOTE "C" BELOW. - -- A. PROTO -II DTI TO BE USED AT EACH TENSION ROD, \ NOTES; - TABS FACING UP AGAINST BOTTOM OF 1/2" NUT PROTO 11 (5) AND TABS COLLAPSED TO ACHIEVE TENSION. 10 �) NO SCALE B. DTI IS ONE OF TWO APPROVED METHODS OF - TENSIONING. OTHER OPTION OF TENSIONING IS TORQUE TO 55 FTABS USING A CALIBRATED (3) PLAN MEW (9) NOTES: TORQUE WRENCH DTI MUST STILL BE PLACED = 10' -0". MAX. HEIGHT FOR 8" 1. FILL CAP BLOCK WITH MORTAR. (4) (1) ON ROD IF USING TORQUE WRENCH METHOD. IMMEDIATELY "FLIP" ONTO ROD. (2) SEE GENERAL NOTE 17. C. APPROVED SPECIAL DEPUTY INSPECTOR PALL 10. 2. CAP BLOCK OF SUFFICIENT SIZE PERFORM A VISUAL INSPECTION WHEN USING THE TO COVER PLATE AND ROD. -- DTI METHOD TO CONFIRM THE DTI IS COLLAPSED 3. STEEL PLATE SIZES: W1TH NO LIGHT LEAKS BETWEEN THE TABS ' A. 4" 4" x 3" x 6" PROTO II: 1 / AND BOTTOM OF NUT. IF USING TORQUED WRENCH B. 6" PROTO II: 1/4" x 4 1/2' x 6" METHOD, DEPUTY INSPECTOR WILL CONFIRM WALL IS TORQUED TO 55 FT/LBS AND VISUAL INSPECTION C. 6" SLUMP PROTO II: 1/4 x 4" x 6" SEC TION OF DTI IS NOT REQUIRED. D. 8" PROTO II: 1/4" x 6 1/2" x 8" D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION STEEL PLATES TO BE PLACED AT PERFORMED BY ONE OF THESE TWO METHOD, BY THE EDGE OF THE CELL SO THAT AN APPROVED SPECIAL DEPUTY INSPECTOR. -- -- THE PLATE BEARS FULLY ON INSPECTOR TO PROVIDE A COMPLETED REPORT TO THREE SIDES EXCEPT AT 8" PROTO II LISTED PARTIES. - WHERE THE STEEL PLATE SHOULD BEAR ON ALL FOUR SIDES. 4. CONTINUOUS HORIZONTAL JOINT REINFORCING PER NOTE #12. 5. CENTER WEB BELOW. Cirl 1. 4" NOMINAL 3 5/8" ACTUAL OR 6" NOMINAL 5 5/8" ACTUAL OR - 8" NOMINAL (7 5/8" ACTUAL MASONRY. 2. HORIZONTAL JOINT REINF - SEE NOTE #12. 3. #4 CONTINUOUS AT 4" & 6" PROTO II NO SCALE -- x _ x p o x (2) (2) ' 4. 5. 6. #5 CONTINUOUS AT 8 PROTO II. CONCRETE SETTING PAD. NO VOIDS OR ' HONEYCOMBING OF CONCRETE AT JUNCTION OF POST TENSION ROD AND REINF. BARS ALLOWED. PROVIDE CONSOUDATON OF CONCRETE VIA VIBRATION, RODDING OR OTHER APPROPRIATE MEANS. DASHED LINE INDICATES LINE OF DIP FOOTING OR LINE OF CONT TRENCH FOOTING. DEPTH OF CONTINUOUS TRENCH FOOTING. - _ ' Q 0 ES / O p Q' HT 0 V• G GI NOTES: 7. * 8" AT 4" AND 6" PROTO II. y 1. PROTO II WALL N 7A. FOR B" WIDE WALLS USE 10' WIDE FLANGE, S 4055 w m EXP. 12131/1133 2. 3" MORTAR COVER AROUND a o 3 6" DEEP AT TOP OF FOOLING. .a COUPLER 3 8 COVER AROUND COUPLER T I CORROSION PROTECTION. AND /OR ROD FOR s sT(� C P� T,fT RUCTVDR 3. 7/16- DIA FULL HEIGHT POST TENSIONED 3 CORROSION PROTECTION AT FIRST COURSE. RODS WITH 3" HOOKS. ROLL THREADS N 9. VERTICAL REINFORCING AT TRENCH, AND OF CA1 VF0 AT TOP FOR NUT ATTACHMENT. NO DIP FOOTINGS FOR WALLS OVER 6' -0" VOIDS OR JUNCTION OF POST TENSION ^ (7A); HIGH. USE #4 x AT THE ENTER ROD AND REINF. BARS ALLOWED. PROVIDE CONSOLIDATION OF STRAIGHT- "J" OR "L" OK �f REQUIRED OF J NUCcJ SHEE`r� (11) EACH DIP FOOTING AT DIP FOOTING DESIGN. CONCRETE VIA VIBRATION, RODDING �_(4) REBAR SPACING IN TRENCH FOOTING FOR ' OR OTHER APPROPRIATE MEANS. 4. THICKEN FOOTING TO PROVIDE 3" MIN. ��� �� (5) WALLS 6' -8" TO 8' =0' SHALL MATCH SPACING OF DIP FOOTINGS. ABOVE 8' NOTES; COVER AS REQUIRED AROUND co * 10 �) -0" AND WHERE DIP FOOTING SPACING NOT 1. FOOTING DESIGN ALLOWABLES: 1000 PSF BEARING, 200 PSF /FT LATERAL. ANCHOR BOLT. (9) AVAILABLE, SPACE VERTS AT 24" O.C. MAX. 2. MAXIMUM HEIGHT FOR 4" PROTO 11 = 6'-80: MAX. HEIGHT FOR 6" PROTO 11 = 10' -0". MAX. HEIGHT FOR 8" 5. SEE SCHEDULE AND OTHER DETAILS. L___J 10. A CONTRACTOR OPTION IS TO STAB THE #4 PROTO II = 13'-4" COMBINATION WALLS MAY BE USED. VERTICAL REBAR DOWN INTO THE DIP, PIER 3. MAXIMUM DIP FOOTING SPACING = 16' -0": MINIMUM SPACING = 3'-4 ". TOLERANCE IS 12 "1 BUT THE NUMBER OF (7) OR CONTINUOUS TRENCH FOOTING AND EXTEND DIP FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. IT +/ -8" INTO THE FIRST COURSE OF BLOCK. 4. POST TENSION ROD IS INDEPENDENT OF DIP OR PIER SPACING. 11. 2" SOIL. MIN OVER FOOTING. 5. POST TENSION ROD SPACING TOLERANCE IS t8" BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST TYPICAL WALL SECTION AT DIP FOOTING AND TRENCH FOOTING REMAIN THE SAE. NO SCALE 6. 13"0 x 3'-9" DEEP CIRCULAR PIER FOOTING WITH 4 15 VERT, MAY BE USED IN LIEU OF DIP FOOTING SPACING AND SETTING PAD TO REMAIN THE SAME. Date REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE REVIEWED BY 'PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS W 7A SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal -- DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A By: By: 20' 0/S TO THE CENTER OF CUL -DE -SAC AT NE Vertical MASIH MAHER F0 END OF ARBOR CT. ELV =174.391' (NAVD'88) Date: Date: Uj V � 0 0. Uj 0 OO O I n O O 0 Z O CITY CIF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 717 LK� SEASIDE RIDGE 10598 -c A. WATT PUBLIC WORKS DR NORMANDY STREET & URANIA AVENUE A 2.- 06 -111 TM /CDP /EIR /DR & 06 -112 TM /CDP /EIR /DR HEET 23 OF 24 Q LLJ U) IAN! CARUSO TURLEY SCOTT INC. consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (480) 774 -1701 FAX \ www.ctsaz.com- v) J w J J LLJO 3V) �, � za (/) . 0 N aF _ �� J III Q cztO U ZDrn r Z Z cu, cn O� N o O ED �rn zLLI> �- U oaf co P > N ¢ ¢o Of CL to ¢ Q.� owl -�X 0_ T 0�¢�� y ED • v U w = J O GO ¢ F � z 2 0 w J Zm r U.S. PATENTED 5,794,921 zo U.S. PATENTED 6,431,797 U.S. PATENTED 6,632,048 d < U.S. PATENTED 7,188,453 r 454,870 461,487 ERS: -5100 6200 6900B 10- 115- 690OB /C 11- 115 -7400 JOB NUMBER: 12- 115 -7833 DRAWN: ENGINEER: SSR TH CHECKED: SCALE: Iii AS NOTED DATE: 04.11.2012 T. om � New seer 6 A-S�-RU 1L- R: \1009 \ &Eng \Rough - Grading A - PROTO NO NOTES 1. POST TENSION ROD. NOTES: / \ 2. 3. NUT, COMPRESSED DTI INDICATOR - NO LIGHT PASSES PER ASTM A563 -GRADE A. MUST FULLY ENGAGE THE UPPER AND LOWER ROD - FULLY ENGAGED FOOTING AS ED J (4) 9 - ..1 1. 6" PROTO n RETAINING WALL BETWEEN BOTTOM OF NUT AND DTI WHEN . I 2. BACKFlLL MATERIAL PROPERLY TENSIONED. (6) i REINFORCING. 10. 8" FOR 6' -0" AND LESS RETAINING WASHER) IS PER ASTM F959 TESTING PROCEDURES. PLASTIC REBAR SADDLES ARE NON- STRUCTURAL. 4. TOP PLATE NTH OFFSET HOLE. SSI INDICATES SPECIAL STRUCTURAL INSPECTION. SSI IS 5. COLLAPSIBLE TABS. VERIFYING THE P.T. ROD LOCATION A. PROTO -II DTI TO BE USED AT EACH`TENSION RD, BEARING CAPACITY = 2000 PSF HOOK WITH NUT REQUIRED AT END OF TENSION ROD. WALL AND VERIFYING THE TENSIONING TABS FACING UP AGAINST BOTTOM OF 1/2" NUT 3. SOIL SHALL BE COMPACTED AND HAVE A MINIMUM BEARING CAPACITY OF 1,000 POUNDS PASSIVE PRESSURE = 350 PCF 20. A PROTO -11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN AND TABS COLLAPSED TO ACHIEVE TENSION. 7. PROTO II WALL HEIGHT PER SCHEDULE. \ B. DTI IS ONE OF TWO APPROVED METHODS OF y - N 6. 12" SOLID GROUTED CONVENTIONAL FOOT OF DEPTH. TENSIONING. OTHER OPTION OF TENSIONING IS THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO -II PROTO-II (5) TORQUE TO 55 FT/LBS USING A CAUBRATED N APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; TORQUE .WRENCH DTI MUST STILL BE PLACED MINIMUM fc OF 2,000 PSI FOR RETAINING WALL HEIGHTS UP TO 6' -0" AND 2,500 PSI FOR °w x (8) METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND ON ROD IF USING TORQUE WRENCH METHOD. I AT HOOK As sxowN. I ( 11. BEND VERTICAL WALL REINFORCING RETAINING WALL HEIGHTS OVER 6' -0" TYPE II MINIMUM OF 48 HOURS OLD PRIOR TO TENSIONING. N SEE GENERAL NOTE 20. 2"±1/4s }�`� INTO TOE AS SHOWN. (3) PLAN VIEW C. APPROVED SPECIAL DEPUTY INSPECTOR WILL i 5. LAP FOOTING REINFORCING STEEL AS FOLLOWS: LAP = 21" FOR #4 BARS, 40" FOR #5 BARS, v a (9) PERFORM INSPECTION N USING THE IS WALL 35" FOR #6 BARS, 48" FOR #7 BARS, 63" FOR #8 BARS. MASONRY LAPS: #3 = 20 ", #4 = 26 ", 8" MAX. DTI M ETH D TO CONFIRM E DTI COLLAPS D i #5 = 40", #6 = 54" (2) WITH NO UGHT LIGHT LEAKS BETWEEN THE TABS i (4) 6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C -90 AND BE 2,000 PSI MIN. AND If TRENCH AND BOTTOM OF NUT. IF USING TORQUED WRENCH T 7 DAYS OLD PRIOR TO TENSIONING. THE DESIGN fm FOR THE PROTO'll WALLS IS 2,000 PSI. 12" CMU e' PROTO II VERT. METHOD, DEPUTY INSPECTOR WILL CONFIRM WALL - 1 THE DESIGN fm FOR 12" SOLID GROUTED CONVENTIONAL PORTION OF COMBO WALLS IS 1,500 PSI, IS TORQUED TO 55 FT/LBS AND MSUAL INSPECTION HEIGHT HEIGHT HEIGHT REINF. 7. MORTAR SHALL BE TYPE S, 2000 PSI MINIMUM. MORTAR MUST BE A MINIMUM OF 4 HOURS OLD OF DTI IS NOT REQUIRED. ,. HEIGHT D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION KEY THICKNESS CENTERED PERFORMED BY ONE OF THESE TWO METHOD, BY CONTINUOUS (5) 8. FIRST COURSE MAY BE SET IN FRESH CONCRETE FOOTING. AN APPROVED SPECIAL DEPUTY INSPECTOR. - X SECTION 9. WITH SOILS ENGINEER'S APPROVAL, HEAD MORTAR JOINTS MAY BE OMITTED IN FIRST COURSE OF INSPECTOR TO PROVIDE A COMPLETED REPORT TO NOTES; RETAINING WALL OR FENCE WALL IN LIEU OF WEEP HOLES OR USE INTERLOCK BLOCK. CLSPREAD USTED PARTIES THIS DETAL NOT USED DIRECT TENSION INDICATOR (Ell) Fy = 60,000 PSI FOR #4 BARS AND LARGER. NO SCALE 11. NOT USED. COMBO PROTO 0 WALL AND CONVENTIONAL WALL FOOTINGS NO SCALE THIS DETAIL NOT USED TCo/ IArN \ THIS DETAIL NOT USED LAP HORIZONTAL JOINT REINFORCING 6" OR ONE CROSS WIRE PLUS AN INCH. 13. POST TENSIONED RODS SHALL BE TENSIONED TO 6,000 POUNDS PER NOTE 20 AND DETAIL RW4. NO SCALE THIS DETAIL NOT USED NO SCALE RW6 ROCK AND FABRIC ALTERNATIVE I COMPACTED,'. BACKFlLL ' a 12 -INCH MINUS SM- INCH CRUSHED ROCK �- MINIMUM ENVELOPED IN FILTER FABRIC WEEP.HOLE (MIRAFI 1401ML, SUP.4C 4NP, OR ./ e ALTERNATM APPROVED SIMILAR] r 04' 4E DITM. PVC PERFORATED PIPE u DAMP - PROOFING OR WATER - N PROOFING AS REQUIREDt z DPOSRE RANEL PaNeG DRAIN -- �- f PANEL DRAIN ALTERNATIVE COMPACTED ' 9PCK'iLL 1 CU. FT PER LINEAR FOOT OF WEEP HOLE MINUS 3f4 -INCH CRUSHED ALTERNATIVE ROCKENVELOPED IN FIL MR FABRIC 4-NCH DAM PVC_ /;. r PERFORATED PIPE ' NOTES i) Pedorated pipe should outlet through a sold pipetoaBad gravity outist, Perforated pipe and outlet p pe should have A fall of at least 1 %. 2) As an alfemative, In the Wr ooded pipe and outlet, eAs shales may be oonstncted. Weep-holes should beat least 2 inches in diameter, spaced no greater than BMet, and be located just above grade at the bottom of wall -- 3) Filter fabnc should consist of Mirah 14DN, Supac 5NP, Amoco 459, or mmilar approved fabric. Filter fabrk should Ls ovedappa f at least 6,uuhea. 4) Geowmposite panel drain should consist of Miradrain MOD. J -DRain 400, Supac DS -15, or approved similar product. 5) Drain ionellation should be observed by de. geotechntcal consultant prior to baekflping. RAINAGE REQUIREMENTS - SEE SOILS REPORT FOR ADDITIONAL Ic 2" (12) BETWEEN 2 REINFORCEMENT BARS. PROTO NO NOTES GENERAL NOTES - BASED ON 2009 IBC AND 2010 CBC NOTES: FOOTING FOR PROPER COVER. PER ASTM A563 -GRADE A. MUST FULLY ENGAGE THE UPPER AND LOWER ROD - FULLY ENGAGED FOOTING AS ED J (4) 9 - ..1 1. 6" PROTO n RETAINING WALL 1, SEE SCHEDULE FOR RETAINED SOIL HEIGHT AND POST TENSIONED ROD SPACING, FOOTING SIZE ETC. . I 2. BACKFlLL MATERIAL 1/2" ALL THREADS PER ASTM A307,_ GRADE 60. DIRECT TENSION INDICATOR (DTI - COMPRESSIBLE (6) i REINFORCING. 10. 8" FOR 6' -0" AND LESS RETAINING WASHER) IS PER ASTM F959 TESTING PROCEDURES. PLASTIC REBAR SADDLES ARE NON- STRUCTURAL. 1 3. DRAINAGE PER RWI. 2. FOOTINGS SHOULD BE LEVEL, OR IF GROUND SLOPES, USE STEP FOOTINGS. EACH STEP SSI INDICATES SPECIAL STRUCTURAL INSPECTION. SSI IS 4. CONCRETE FOOTING. 5. CONTINUOUS FOOTING REINFORCING. SHOULD BE A HEIGHT TO FIT MASONRY SYSTEM. ALL EXCAVATIONS SHOULD BE CLEAN VERIFYING THE P.T. ROD LOCATION -1 6. TOP TRANSVERSE FOOTING AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER. BEARING CAPACITY = 2000 PSF HOOK WITH NUT REQUIRED AT END OF TENSION ROD. WALL AND VERIFYING THE TENSIONING REINFORCING. 3. SOIL SHALL BE COMPACTED AND HAVE A MINIMUM BEARING CAPACITY OF 1,000 POUNDS PASSIVE PRESSURE = 350 PCF 20. A PROTO -11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN 7. PROTO II WALL HEIGHT PER SCHEDULE. PER SQUARE FOOT AND A LATERAL BEARING CAPACITY OF 250 POUNDS PER SQUARE FOOT PER DO DO ACTIVE PRESSURE (2:1 SLOPE) y - N 6. 12" SOLID GROUTED CONVENTIONAL FOOT OF DEPTH. w Cut THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO -II = 55 PCF D LOW OW. 9. 4, SOIL SHALL BE WELL DRAINED FOR FOOTINGS AND FOUNDATIONS, USE CONCRETE WITH A N APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; \ -� 0. 1 CONTINUOUS REINFORCING BAR MINIMUM fc OF 2,000 PSI FOR RETAINING WALL HEIGHTS UP TO 6' -0" AND 2,500 PSI FOR °w x (8) METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND I AT HOOK As sxowN. I ( 11. BEND VERTICAL WALL REINFORCING RETAINING WALL HEIGHTS OVER 6' -0" TYPE II MINIMUM OF 48 HOURS OLD PRIOR TO TENSIONING. N WIND DESIGN PARAMETERS 2"±1/4s }�`� INTO TOE AS SHOWN. 12" CONTINUOUS i 5. LAP FOOTING REINFORCING STEEL AS FOLLOWS: LAP = 21" FOR #4 BARS, 40" FOR #5 BARS, v a (9) TOTAL WALL 35" FOR #6 BARS, 48" FOR #7 BARS, 63" FOR #8 BARS. MASONRY LAPS: #3 = 20 ", #4 = 26 ", 8" MAX. i #5 = 40", #6 = 54" 2" MIN. i (4) 6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C -90 AND BE 2,000 PSI MIN. AND If TRENCH PROTO II T 7 DAYS OLD PRIOR TO TENSIONING. THE DESIGN fm FOR THE PROTO'll WALLS IS 2,000 PSI. 12" CMU e' PROTO II VERT. KEY TOP CONTINUOUS TOE VERTICAL 1 THE DESIGN fm FOR 12" SOLID GROUTED CONVENTIONAL PORTION OF COMBO WALLS IS 1,500 PSI, FACE, SEE RW3 HEIGHT HEIGHT HEIGHT REINF. 7. MORTAR SHALL BE TYPE S, 2000 PSI MINIMUM. MORTAR MUST BE A MINIMUM OF 4 HOURS OLD DEPTH REINFORCING HEIGHT PRIOR TO INITIAL TENSIONING. GROUT SHALL BE 2000 PSI MINIMUM. WIDTH KEY THICKNESS CENTERED V -9" CONTINUOUS (5) 8. FIRST COURSE MAY BE SET IN FRESH CONCRETE FOOTING. MRTICAL REINFORCING V -7" W -7" 9. WITH SOILS ENGINEER'S APPROVAL, HEAD MORTAR JOINTS MAY BE OMITTED IN FIRST COURSE OF DEPTH NOTES; RETAINING WALL OR FENCE WALL IN LIEU OF WEEP HOLES OR USE INTERLOCK BLOCK. CLSPREAD FOOTING (10) (6) 10. REINFORCING RODS SHALL CONFORM TO ASTM A615 Fy = 40,000 PSI FOR #3 BARS. (11) Fy = 60,000 PSI FOR #4 BARS AND LARGER. 14" - 11. NOT USED. COMBO PROTO 0 WALL AND CONVENTIONAL WALL FOOTINGS 12. HORIZONTAL JOINT REINFORCING SHALL BE PLACED PER DETAILS. HORIZONTAL JOINT NO SCALE REINFORCING SHALL BE 9 GAGE, LADDER OR TRUSS TYPE, AND CONFORM TO ASTM A82. LAP HORIZONTAL JOINT REINFORCING 6" OR ONE CROSS WIRE PLUS AN INCH. 13. POST TENSIONED RODS SHALL BE TENSIONED TO 6,000 POUNDS PER NOTE 20 AND DETAIL RW4. 14. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' -0" O.C. IN ALL NON - STUCCOED NOTES: WALLS AND 20' -0" ON CENTER IN STUCCOED WALLS (UNLESS SPECIFICALLY WAIVED BY OWNER/BUILDER) WITH CLEAN VERTICAL BREAK OF ALL MATERIALS.. 1. INFORMATION II RETAINING WALL, FOR 3. VERTICAL O CENTER EE CONTINUOUS INFORMATION SEE DETAIL RWI. TRENCH FOOTING -SEE SCHED. 15. ALL STEEL THREADS, PLATES AND NUTS SHALL BE APPROPRIATELY LUBRICATED AND 2. CONTINUOUS TRENCH FOOLING 4. FOR WALLS 5' -4" AND UNDER, ADD FREE OF RUST TO INSURE PROPER TENSIONING. NO COUPLERS MAY OCCUR DIRECTLY - SEE SCHEDULE. 1 -#4 CONTINUOUS AT 12" O.C. AND BELOW AND IN CONTACT WITH THE BEARING PLATE. - 1 -#4 CONT. WITHIN BOTTOM 3" OF 16. RODS AND /OR ANCHOR BOLTS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE FOOTING, MINIMUM. AT CONTRACTORS OPTION. FOR WALLS OVER 5-4" TALL, ADD 17, HIGH SOIL NOT TO EXCEED 2 HORIZONTAL TO 1 VERTICAL SLOPE. (6) I 1 -#5 CONTINUOUS AT 12" O.C. AND STATE OF CALIFORNIA 3' -0" II 1 -#5 CONT. WITHIN BOTTOM 3" OF 18• PROTO -II HARDWARE IS DEFINED AS: TENSION RODS, BEARING PLATES, COUPLERS, NUTS, ALL (5) #4 AT 48" O.C. FOOLING, MINIMUM. THREADS, DIRECT TENSION INDICATORS ( A DIRECT TENSION INDICATOR (DTI) IS A 9" it (1) 5. LOW SOIL COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE SHALL BE SUPPLIED 40" O.C. 2' -10" (3) 6. A 111 LICENSEE TENSION RODS #4 AT 32" O.C. 2. THIS INSPECTOR SHALL INSPECT FOOTINGS FOR SIZE AND STEEL PLACEMENT PRIOR TO POURING. INSPECTOR ill . 12 MIN. EMBED. INSTALL HOOK AT SHALL BE 7/16- DIAMETER WITH /2 ROLL THREADS CONFORMING TO ASTM A615 #4 Al- 20" O.C. 4' -8" 24" O.C. (2) FACE OF WALL PER RW3 AND LOCATE 60000 PSI) AND HAVE STEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE (12) BETWEEN 2 REINFORCEMENT BARS. PROTO NO II RETAINING WALL SCHEDULE FENCE WALL ON TOP f'm = 2,000 PSI. NOTES: FOOTING FOR PROPER COVER. PER ASTM A563 -GRADE A. MUST FULLY ENGAGE THE UPPER AND LOWER ROD - FULLY ENGAGED FOOTING AS ED J (4) 9 SOIL DESIGN PARAMETERS SOIL REPORT BY: I i TO PROVIDE 3" COVER 1/2" ALL THREADS PER ASTM A307,_ GRADE 60. DIRECT TENSION INDICATOR (DTI - COMPRESSIBLE (6) i REINFORCING. 10. 8" FOR 6' -0" AND LESS RETAINING WASHER) IS PER ASTM F959 TESTING PROCEDURES. PLASTIC REBAR SADDLES ARE NON- STRUCTURAL. GEOTECHNICS INC. SSI INDICATES SPECIAL STRUCTURAL INSPECTION. SSI IS PROJECT NO.: 1029 - 001 -000 VERIFYING THE P.T. ROD LOCATION IN THE FOOTING AND BEARING CAPACITY = 2000 PSF HOOK WITH NUT REQUIRED AT END OF TENSION ROD. WALL AND VERIFYING THE TENSIONING OF THE P.T. RODS PASSIVE PRESSURE = 350 PCF 20. A PROTO -11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN NOTES: ACTIVE PRESSURE (2:1 SLOPE) NO FENCE ON TOP BY VIEWING THE DTI WASHERS. CLR. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO -II = 55 PCF 2. -. UPPER WALL IS PROTO II RETAINING PER SCHEDULE ABOVE. (t0) MIN. APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; SLIDING FRICTION COEFF. METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND _ .35 WITH PASSIVE ,,� PROTO II RETAINING WALL AT CONTINUOUS TRENCH FOOTING WIND DESIGN PARAMETERS 12" CONTINUOUS NO FENCE WALL ON TOP METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORQUED TO 55FT/LBS. (DTI MUST STILL BE TOTAL WALL SPREAD FOOTING TOTAL S. POST TENSION RD SPACING -, SPREAD FOOTING TRENCH FOOTING If TRENCH PROTO II WITH RODS AT 12" CMU e' PROTO II VERT. KEY TOP CONTINUOUS TOE VERTICAL FOOTING RETWALL FACE, SEE RW3 HEIGHT HEIGHT HEIGHT REINF. WIDTH THICKNESS DEPTH REINFORCING REINFORONG LENGTH DEPTH REINFORCING HEIGHT SSI WIDTH KEY THICKNESS CENTERED V -9" CONTINUOUS TOE DEPTH MRTICAL REINFORCING V -7" W -7" 06 AT 12" O.C. DEPTH NOTES; REINFORCING 2' -8" REINFORCING LENGTH W -8" 42" 14" - #5 AT 16" O.C. 6 #5 4' -6" 7' -3" #7 AT 12" O.C. (2 1. CAP BLOCK, MAX. a TALL �5� 2. HIGH SOIL AT RETAINING WALL 3. STEEL PLATE "x61/2" AT EACH POST TENSION NSION ROD. LONG USED FOR RETAINER WITHOUT FENCE ABOVE r -- - DIMENSION SHALL BEAR ON FACE - STATE OF CALIFORNIA 3' -0" 48" O.C. V -8" 0' 8" #4 AT 48" O.C. >. EQUALLY N FACE SHELLS. 4. 8" PROTO II RETAINING WALLS 2 #4 9" 2' -10" #4 Al' 20" O.C. IV-0' 40" O.C. 2' -10" 12" 8" #4 AT 32" O.C. 2. THIS INSPECTOR SHALL INSPECT FOOTINGS FOR SIZE AND STEEL PLACEMENT PRIOR TO POURING. INSPECTOR 3 #4 V -10" 3' -9" #4 Al- 20" O.C. 4' -8" 24" O.C. 3' -8" 16" - 10" #4 AT 24" O.C. 3. STEEL PLATE 1/4 1/2" AT 12. MASONRY CAP, MAX. 4" TALL FILL WITH 3 #5 2' -7" 4' -4" #4 AT 12" O.C. 5' -4" 16" O.C. V -10" 20" 10" 05 AT 32" O.C. II NOTE: IT IS ACCEPTABLE TO TENSION ROD 3 #.S 3' -0" 4' -11" #5 AT 14" O.C. (12) BETWEEN 2 REINFORCEMENT BARS. ACCOMPLISHED WITHOUT DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION ROD = B. 6" HOOK, TURN ALONG LENGTH OF 1503 SQUARE INCHES. BEARING PLATES SHALL BE Fy = 50 KSI MATERIAL. 1/2" COUPLERS, FOOTING FOR PROPER COVER. PER ASTM A563 -GRADE A. MUST FULLY ENGAGE THE UPPER AND LOWER ROD - FULLY ENGAGED FOOTING AS ED J (4) 9 IS DEFINED AS 1/2" MIN. INTO COUPLER. 1/2" NUTS ARE TO BE GRADE 8, PER ASTM A325. I i TO PROVIDE 3" COVER 1/2" ALL THREADS PER ASTM A307,_ GRADE 60. DIRECT TENSION INDICATOR (DTI - COMPRESSIBLE (6) i REINFORCING. 10. 8" FOR 6' -0" AND LESS RETAINING WASHER) IS PER ASTM F959 TESTING PROCEDURES. PLASTIC REBAR SADDLES ARE NON- STRUCTURAL. COMBO PROTO RETAINING AND CONVENTIONAL RETAINING - 12" FOR OVER 6' -0 "RETAINING. 19. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND WALLS GREATER THAN 5' -4" HIGH 11. LINE OF FOOTING FOR PROTO II STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL LIFTS. MIN. OF 3" "L" HOOK, OR "J" RETAINING WALLS ABOVE 6' -0 ". HOOK WITH NUT REQUIRED AT END OF TENSION ROD. 12. 2 -#4 BAR CONTINUOUS AS SHOWN. 20. A PROTO -11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN NOTES: THE BEARING PLATE AND NUT WITH THE DTI "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. NO FENCE ON TOP 1. BASE IS INSPECTED SOLID GROUTED CONVENTIONAL 12" CMU. CLR. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO -II NO SLOPE 2. -. UPPER WALL IS PROTO II RETAINING PER SCHEDULE ABOVE. (t0) MIN. APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; 3. SPREAD FOOTING PER DETAIL RW1A, TRENCH FOOTING PER DETAIL RW1B. METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND ,,� PROTO II RETAINING WALL AT CONTINUOUS TRENCH FOOTING COLLAPSED AGAINST NUT WITH NO LIGHT LEAKAGE- BETWEEN THE PROTO -11 DTI AND BOTTOM OF NUT: 12" CONTINUOUS INO METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORQUED TO 55FT/LBS. (DTI MUST STILL BE TOTAL WALL SPREAD FOOTING NO SCALE PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2). RETW TRENCH FOOTING INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK, 12" CMU e' PROTO II VERT. KEY TOP CONTINUOUS TOE VERTICAL AND INTEGRITY OF MORTAR JOINTS, AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES. HEIGHT HEIGHT HEIGHT REINF. WIDTH THICKNESS DEPTH REINFORCING REINFORONG LENGTH DEPTH REINFORCING MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION. 6'-0" 2' -8" 3' -4" 05 AT 24" O.C. V -9" 28" 14" #5 AT 24' 0 -C. 5 #5 V -7" W -7" 06 AT 12" O.C. NOTES; 6' -8" 2' -8" V -0" #5 AT 16" O.C. W -8" 42" 14" - #5 AT 16" O.C. 6 #5 4' -6" 7' -3" #7 AT 12" O.C. (2 1. CAP BLOCK, MAX. a TALL �5� 2. HIGH SOIL AT RETAINING WALL 3. STEEL PLATE "x61/2" AT EACH POST TENSION NSION ROD. LONG USED FOR RETAINER WITHOUT FENCE ABOVE r -- - DIMENSION SHALL BEAR ON FACE - STATE OF CALIFORNIA SHELLS. PULL ROD OVER TO BEAR PLATE DIRECTLY OVER THE END WEB. PLATE TO BEAR FULLY ON WEB AND NOTES: JURISDICTIONAL INSPECTION REQUIRED AS FOLLOWS: >. EQUALLY N FACE SHELLS. 4. 8" PROTO II RETAINING WALLS 1. SPECIAL DEPUTY INSPECTIONS REQUIRED BY AN ICBO CERTIFIED SPECIAL INSPECTOR, SIGNED UP AND _ NTH OS TENSION RODS PER 1. CONTINUOUS FOOTING REINFORCING 7. P.T. ROD ON FACE OF WALL AT WALL BASE, APPROVED BY THE CITY PRIOR TO START OF CONSTRUCTION. _ AS INDICATED IN THE SCHEDULE. -.. - CENTERED IN WALL AT TOP OF RETAINING WALL. MAX. 5. HIGH SOIL, ACKFlLL SLOPE - 2• CENTERED FOOTING REINFORCING WITH STD B. DRAINAGE REQUIREMENTS PER RW11. "HEAP" 2. THIS INSPECTOR SHALL INSPECT FOOTINGS FOR SIZE AND STEEL PLACEMENT PRIOR TO POURING. INSPECTOR . I 2 HORIZONTAL 1 VERTICAL HOOK AS REQUIRED - SEE SCHEDULE. 9. MORTAR AT P.T. ROD MIN. 3" HIGH. SHALL INSPECT CONVENTIONAL REINFORCED MASONRY BASE OF COMBO WALLS. I 6. 8" DEEP CONTINUOUS BOND BEAM TURN HOOK INTO FOOTING AS REQUIRED 10. WALL FOOTING - SEE SCHEDULE. I II (4) WITH 2 -#3 CONTINUOUS TO PROVIDE COVER. 11. WEEP HOLES AS REQUIRED PER RW11. "x8 "x6 3. INSPECTOR SHALL PERFORM A FINAL INSPECTION ON POST - TENSIONING AS LISTED AT GENERAL NOTE 20 AND 3. STEEL PLATE 1/4 1/2" AT 12. MASONRY CAP, MAX. 4" TALL FILL WITH DETAIL RW4. EACH POST TENSION ROD. LONG MORTAR, THEN FLIP ONTO RODS AS OCCURS. DIMENSION SHALL BEAR ON FACE 13. HIGH SOIL. MAX. BACKFlLL SLOPE - 4, INSPECTOR TO PROVIDE THE ORIGINAL OF BOTH REPORTS TO THE CITY. COPY OF BOTH REPORTS TO OWNER SHELLS. PULL ROD OVER TO BEAR 2 HORIZONTAL TO 1 VERTICAL ALL BACKFILL PLATE DIRECTLY OVER THE END WEB MATERIALSHOUD BE FREE DRAINING AND NON AND PROTO -11 WALL SYSTEMS. II NOTE: IT IS ACCEPTABLE TO TENSION ROD (CENTER WEB, AT OPEN -ENDED BLOCKS). EXPANSIVE. SEE SOILS REPORT. PLATE TO BEAR FULLY ON WEB AND 14. LOW SOIL. ' AT THE FIRST MORTAR JOINT AS EQUALLY ON FACE SHELLS. 15. 1/2" NUT ON THREADS OR NUT FORGED - SHOWN, 4. NOT USED. INTEGRALLY WITH P.T. ROD. , 5. STANDARD HORIZONTAL JOINT 16, FOOTING THICKNESS - SEE SCHEDULE. REINFORCING AT THIS MORTAR `- 17. FOOTING WIDTH - SEE SCHEDULE. - - JOINT AND AT 16" O.C. 18. 'TOE LENGTH - SEE SCHEDULE. _ 6. 8" PROTO II RETAINING WALL WITH 19, 2 -#4 CONTINUOUS REINFORCING BARS AT F S/ POST TENSION RODS PER SCHEDULE. HOOK AS SHOWN. TOP OF PROTO II RETAINING WALL WITHOUT FENCE ABOVE 20, REINFORCING IS CENTERED IN FOOTING AT yG1 NO SCALE (24) -�_ Ir i RETAINING WALL HEIGHTS 6' -0" AND LESS. v' y " -t I FOR HEIGHTS OVER 6' -0" TOP REINFORCEMENT S 55 m IS 3" CLEAR AT TOP OF FOOTING. -Arr 21. POST TENSION ROD IS ANCHORED AT (12) I I (t3) SOIL FACE - SEE SCHEDULE. w EXP. 12131113 m A * ST r )NI 22• 8 DEEP CONTINUOUS BOND BEAM PER P JT UCTO� a�R '9TF L�_ DETAIL RW2. pP r 23. LINE OF OPTIONAL TRENCH FOOTING - SEE OF CALF 6. O• DETAIL RWIB FOR MORE INFORMATION. - I- - - - - -, 24. OPEN RAJILING AND ATTACHMENT BY OTHERS - SEE CIVIL /ARCHITECTURAL/LANDSCAPE DRAWINGS. :{ 25. FOOTING BEARS 18" BELOW GRADE. T STRE ` m .I 27. KEY REINFORCING SAMYASDCONTINUOUS CH (22) 1. HIGH SOIL SIDE OF RETAINING FOOTING. SEE DETAIL RWIB AND SCHEDULE.` (5) I WALL - ' 28. STANDARD HOOK TYP. s II � : I - 2. 8" PROTO II RETAINING WALL II WITH POST TENSION RODS PER Y FROM FACE OF BLOCK SCHEDULE J TO CENTERLINE OF POST 3. SEE DETAIL RWI FOR a (6) NOTE: TENSION ROD AT WALL BASE. CONNECTION TO FOOTING. 1- (� SEE SOILS REPORT RECOMMENDATIONS - 4. UNE OF STEEL PLATE AT TOP (2) it FOR ADDITIONAL DRAINAGE REQUIREMENTS. I (8) OF RETAINING WALL (1) 5. LOCATION OF ROD IN PLATE /I (9X21) 11 (CENTERED) AT TOP OF RETAINING WALL (6) I (14) I 'I 1 6. LOCATION OF ROD BELOW AT BASE Ii 11 OF WA. (15) .: (10) /77 II 0 i (2) 5„ II - (1) (�) 09. (20) (4) .. DID 1 / ELEtl tlESf 2. 3" 1 (18) SECTION NEW CUR ' (27) (t) (23) TENSIONED ROD AT 'FACE' OF PROM II RETAINING WALL RW1 PROM 11 RETAINING WAL SECTION RWZL NO SCALE NO SCALE t A ,6. tj g #c-e r REFERENCES Date SCALE REVIEWED BY PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS - SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A By: By:,. L 20' O/S TO THE CENTER OF CUL -DE -SAC AT NE Vertical MASIH MAHER lit AII END OF ARBOR CT. ELV =174.391- -(NAVD'88) Date: Date:- Uj V l) W 0 w U) 0 0 I N O 2 O CITY OF tNCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. SEASIDE RIDGE 05 8 3LIC WORKS DIR.) NORMANDY STREET 8 URANIA AVENUE 06 -111 TM /CDP /EIR /DR & 06 -112 TM /CDP /EIR /DR SHEET 24 OF 24 r K, "'°'- IF As LEGEND: Date — — — — PROJECT BOUNDARY Date LOT LINE /44Q— CONTOUR ELEVATION _'E 7 _ SLOPE (2:1 MAX.) G= EX. BROW DITCH P =650.4 PAD ELEVATION FF= 651.07 FINISH FLOOR ELEVATION GFF= 650.57 GARAGE FLOOR ELEVATION (FRONT) 1A PLAN NUMBER (R= REVERSE) 83 LOT NUMBER PER FINAL MAP San Diego, Ca 92121 EX. RETAINING WALL (H= TW —FG) _y / ®� Plans TIJ.A.d�� ALISA S. \ (PER 10598 —G SEPARATE PERMIT, SHT.04) ® EX. WATER LATERAL (PER 10598 -1) Q EX. SEWER LATERAL (PER 10598 -1) EX. SEWER ( *8" PVC) EX. WATER ( *8" PVC) _ — — - EX. STORM DRAIN APPROVED EX. FIRE HYDRANT _ Eng\lmprovement Plans *.dwg "NO PARKING —FIRE LANE" SIGN (PER 10598 -1) CONCRETE DRIVEWAY, S.D.R.S.D. G 10598 I I -14A (PER -1) PRECISE GRADING PLAN: SIDEWALK UNDERDRAIN, S.D.R.S.D. D -27 ® A/C UNITS 10598 -G STEP IN GARAGE ® BACKFLOW PREVENTOR REQUIRED ® DEEPENED FOOTINGS 650.7 TG II 648.9 FL AREA DRAIN (ELEVATIONS VARY EACH LOT) 65 SWALE HIGH POINT (ELEVATION VARIES EACH LOT) SHEET 25 DRAINAGE SWALE EX. TERMINATOR FOR REFERENCE (PER SDG &E DRAWING) EX. TRANSFORMER FOR REFERENCE (PER SDG &E DRAWING) m EX. HANDHOLE FOR REFERENCE (PER SDG &E DRAWING) *UNLESS SHOWN OTHERWISE z Z c 3 ou O FINISH FLOOR a 29' a a . �tll BLDG P AD =111,111= _Z z� O � �a W � ZW K W FINISH FLOOR of d _e BLDG PAD 2% MIN. 21 MAX. a - ; Z TYPICAL DEEPENED FOOTING NOT TO SCALE FOOTING ADJACENT TO SLOPE NOT TO SCALE NOTES: y 1. ROUGH GRADING & RETAINING WALL PERMIT PER 10598 -G. 2. IMPROVEMENT PLAN PERMIT PER 10598 -I. 3. AUTOMATIC FIRE SPRINKLER SYSTEM: AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AS- PER N.F.P. A. 13D, THE MOST CURRENT EDITION SHALL BE USED AND THE ENCINITAS FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU AND APPROVED PRIOR TO INSTALLATION. PLANS AND INSTALLATION MUST BE BY A C16 LICENSED SPRINKLER CONTRACTOR. 4. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. A MINIMUM 1 INCH WATER METER SHALL BE INSTALLED. 5. A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED AT FINAL INSPECTION., 6. A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR nTO FRAME INSPECTION. ONLY NEW PIPING SHALL BE TESTED. 7. GRADES EXCEEDING 15% SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE (PCC) WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL. REVISIONS Date App'd REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT Designed SHEET S A N D I E C O, I N C O PT. NO. 1005 (ENC- 05) _OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W/-TAG "RCE 29577" AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT NE END OF ARBOR CT. ELV.= 174.391' (NAVD'88) PLANNING J.N. Horizontal —8v /L T ENGINEERING San Diego, Ca 92121 3 _y / ®� Plans TIJ.A.d�� ALISA S. \ 1" =20' SURVEYING PH(858)5584500 FX(858)5581414 O Vertical APPROVED A Eng\lmprovement Plans *.dwg Drawing No. red J. 1 A.S.V. Supervisio f By._ Date 213 R.C.F. No. 47945 Date: LOT 13 -112 P =192.9 rI u A. 01 l a-m KEY MAP: NOT TO SCALE 0 20 40 60 SCALE 1"=20' OWNER: BROOKFIELD ENCINITAS LLC 12865 POINTE DEL MAR, SUITE 200 DEL MAR, CA 92014 ADDRESS: LOT 08 -112: 805 DOLPHIN CIRCLE ASSESSOR'S PARCEL NUMBER: 254 -74 -18 ZONE: RR -2 TYPICAL BUILDING SETBACKS: 30.0' MIN. FRONT YARD SETBACK TO HOUSE (TYPICAL) 22.5' MIN. FRONT YARD SETBACK TO HOUSE (MAX. 50% OF LOTS PER MUNICIPAL CODE 30. 16.1,01B11c) 25.0' MIN. REAR YARD SETBACK TO HOUSE 10.0' MIN. SIDE YARD SETBACK TO ADJACENT RESIDENTIAL LOT Wa- 0 0 ®Z OC W Ir ® i PS W W C/) � U W Pate /2Z?/Z 300: SIGNAT RE E t AL/SA-5. VIALPAALDO P . rJo 47045 P 5•vI ytA< Printed Name �' 9 �a c HUNSAKER ° My Registration Expires Discipline GtViL c� Q N 47945 Z o REVIEWED BY R Exp� 12/31/13 & ASS®CIA'TES S A N D I E C O, I N C O rq CIVIL 1 PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 O A /�� /I ���� SURVEYING PH(858)5584500 FX(858)5581414 O APPROVED CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. By: PRECISE GRADING PLAN: SEASIDE RIDGE NORMANDY STREET & URANIA AVENUE 10598 -G 1.11S/13 Date: 06 -111 TM /CDP /EIR /DR & 06 - -112 TM /CDP /EIR /DR & 10598 -1 /G /F SHEET 25 R SHEET SEE SHEET 25 FOR LEGEND , DETAILS & NOTES i i i i i 1 t , t t t _ (LOTS 01 -112 TO 03 -112 & LOT 07 -112) S Date A p'd REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY APPROVED ' I PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS J. N. J. N. A.S.V. SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal l� fS DESCRIPTION: 2" I.P. w/TAG °RCE 29577" AT A 1 » =20' Plans P p red Under SupervisiOp Of By: By. I 20' 0/S TO THE CENTER OF CUL —DE —SAC AT NE Date 3-/,2-'?//3 END OF ARBOR CT. ELV.= 174.391' (NAVD'88) Vertical 47945 Date: Date: 415113 N/v ALISA S. VIALPA DO R.C.E. No. w z Q z Q KEY MAP: NOT TO SCALE 20 0 20 40 60 SCALE 1"=20' OWNER: BROOKFIELD ENCINITAS LLC 12865 POINTE DEL MAR, SUITE 200 DEL MAR, CA 92014 ADDRESS: LOT 01 -112: 1183 TUSCANY COURT LOT 02 -112: 1187 TUSCANY COURT LOT 03 -112: 1193 TUSCANY COURT LOT 07 -112: 1190 TUSCANY COURT ASSESSOR'S PARCEL NUMBER: LOT 01 -112: 254 -74 -11 LOT 02 -112: 254 -74 -12 LOT 03 -112: 254 -74 -13 LOT 07 -112: 254 -74 -17 ZONE: RR -2 TYPICAL BUILDING SETBACKS: 30.0' MIN. FRONT YARD SETBACK TO HOUSE (TYPICAL) 22.5' MIN. FRONT YARD SETBACK TO HOUSE (MAX. 50% OF LOTS PER MUNICIPAL CODE 30.16.101B11c) 25.0' MIN. REAR YARD SETBACK TO HOUSE 10.0' MIN. SIDE YARD SETBACK TO ADJACENT RESIDENTIAL LOT NOTE: GRADES EXCEEDING 15% SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE (PCC) WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL. IN Z 'wrt rry (5 1e�., V c z - Fr C, w �' U Q w �U w- a. 2� HUNSAKER ° _Q O— N No. 47945 m ®� & ASSOCIATES ° � Exp. 12/31/13 m I ♦ S A N D I E GO, I N C civil O C t PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 O SURVEYING PH(858)5584500- FX(858)5584414 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PRECISE GRADING PLAN: SEASIDE RIDGE 10598 -G NORMANDY STREET & URANIA AVENUE n6 -111 TM /CDP /EIR /DR & 06 -112 TM /CDP /EIR /DR & 10598 -1 /6/F SHEET 26 n. x 'a n tT t r u It SEE SHEET 25 FOR LEGEND, DETAILS & NOTES LOT 14 -112 P =186.4 LOT 8-11 P =185.9 RET. WALL 185.7 184.9 FL PRECISE GRADING PLANS FOR: SEASIDE RIDGE (LOTS O4 -112 TO 06 -112 & LOT 10 -112) AN CAI GC TRAIL PR ti --- - - - - -- - '?OW DITCH ` r PRIVATE DRAINAGE ESMT \ KEY�IVIAP: NOT SCALE I w I - -- - -- LOT 3-111 �\ �� ~` LOT 2 -111 NNE P =192.4 \ �4 0 P =187.9 - LOT 7 -1 12 \ / P =201.9 20 0 20 40 60 OWNER: ASSESSOR'S PARCEL NUMBER: TYPICAL BUILDING SETBACKS: BROOKFIELD ENCINITAS LLC 30.0' MIN. FRONT YARD SETBACK TO HOUSE (TYPICAL) - AS BUILT SCALE 1 " =20' 12865 POINTE DEL MAR, SUITE 200 LOT 04 -112: 254- 740 -14 22,5 MIN. FRONT YARD SETBACK TO HOUSE (MAX. 50% OF LOTS DEL MAR, CA 92014 LOT 05 -112: 254 - 740 -15 LOT 06 -112: 254- 740 -16 PER MUNICIPAL CODE 30.16.101B11c) Date 1Z° ! /3 /�� 25.0' MIN. REAR YARD SETBACK TO HOUSE SI NATUR LOT 09 -112: 254- 740 -19 10.0' MIN. SIDE YARD SETBACK TO ADJACENT RESIDENTIAL LOT ALISAS.VIAL.PJINDO P.E. No. 4-704 -S _ E ADDRESS: LOT 10 -112: 254 - 740 -20 Printed Name P g.V144A� My Registration Expires _120-51 Discipline !�!`_IL O LOT 09 -112: 1201 TUSCANY COURT yQ o' HUNSAKER N LOT 05 -112: 1200 TUSCANY COURT - ZONE: NOTE: U No. 47945 • &ASSOCIATES ° w 12/31/13 LOT 06 -112: 1194 TUSCANY COURT GRADES EXCEEDING 15% SHALL BE A SURFACE OF PORTLAND CEMENT Exp. r) LOT 09 -112: TEMPORARY SALES TRAILER RR -2 CONCRETE (PCC) WITH A DEEP BROOM FINISH PERPENDICULAR TO THE * SAN Disco, INC O CIVIC \ O LOT 10 -112: 813 DOLPHIN CIRCLE ENTIRE DIRECTION OF TRAVEL. PLANNING. 9707 Waples Street ENGINEERING San Diego, 92921 is O W SURVEYING PH(858)558 -4-4 500 FX(858)558 -1414 O REVISIONS Date App'd REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY APPROVED CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PlEW SHEET 1C4 PT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS J.N. J. N. A.S.V. SURVEY CONTROL NETWORK PER R.O.S. 18416. HOr_ _O l PRECISE GRADING PLAN: r. �4s -[3c1 L"T DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A 1 " =20' Plans re ared Under SUperVISIO Of By: - gy; SEASIDE RIDGE 10598 -G 20' O/S TO THE CENTER OF CUL —DE —SAC AT NE Vertical Date 3 %i 1/13 NORMANDY STREET & URANIA AVENUE 4 /5/ ►3 END OF ARBOR CT. ELV =174.391' (NAVD'88) N/A ALISA S. VIAL NDO R.C.E. No. 47945 Date: Date: 06 -111 TM /CDP /EIR /DR & 06 -112 TM/CDPREI T& & 1AAVEN /G /F SHEET 27 R: \ 1009\&Eng \Improvement Plans *.dwg FRB ) u w Lk j r' ■ _. SEE SHEET 25 FOR LEGEND, DETAILS & NOTES /`0D CC J 1\ EW SHEET A1-1 OWNER BROOKFIELD ENCINITAS 12865 POINTE DEL MAR, DEL MAR, CA 92014 ADDRESS: LOT 01 -111: 804 SANDY LOT 02 -111: 808 SANDY LOT 03 -111: 812 SANDY LOT 04 -111: 816 SANDY LOT 05 -111: 821 SANDY SIONS I Date I App'd (, S 7 13 M•n 1.1.15 dwg -ILC SUITE 200 COURT COURT COURT COURT COURT ASSESSOR'S PARCEL NUMBER: LOT 01 -111: 254- 740 -01 LOT 02 -111: 254- 740 -02 LOT 03 -111: 254- 740 -03 LOT 04 -111: 254- 740 -04 -. LOT 05 -111: 254- 740 -05 ZONE: Exp. 12/31/13 A RR -2 Date CITY OF ENCINITAS BENCH MARK 0 SPT. NO. 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A 20' 0/S TO THE CENTER OF CUL —DE —SAC AT NE END OF ARBOR CT. ELV.= 174.391' '(NAVD'88) SCALE Horizonte 1 " =20' TYPICAL BUILDING SETBACKS: 30.0' MIN. FRONT YARD SETBACK TO HOUSE (TYPICAL) 22.5' MIN. FRONT YARD SETBACK TO HOUSE (MAX. 50% OF LOTS PER MUNICIPAL CODE 30.16.101B11c) 25.0' MIN. REAR YARD SETBACK TO HOUSE 10.0' MIN. SIDE YARD SETBACK TO ADJACENT RESIDENTIAL LOT NOTE: GRADES EXCEEDING 15% SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE (PCC) WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL. Designed E J. N. \� JPlan sP J. N. I A.S.V. :r Supervisi0 By :_ Date s,,,13 R.C.E. No. 47945 Date: REVIEWED BY UJI ' Z W ) Q ( Q ----- - - - - -- Z Q o, cc R1VATE Dli)AINAGE 194.2 BROW DITCH HP \ LOTS'LINE ; � � f r i ATE DRAINAGE ESMT. ^/ A AS BUILT Date /2 /?//If SIGNATURE ? AL /SA 5 .lIAL Ppw400 P.E. No. Printed Name My Registration Expires Discipiine:�41V /L-• 1^ /VEw_ SHEET APPROVED By: / V I' Z ' Date: 5/7/ 13 NA %1. J � vJ� KEY MAP: NOT TO SCALE 20 0 20 40 60 SCALE 1"=20' im O HQ o- HSAKER lJ1V N 0 No. 47945 m w e & ASSOCIATES O Exp. 12/31/13 A y, S A N D I E D O, I N C T GIV1L PLANNING 9707 Waples Street O CAL \E ENGINEERING San Diego, Ca 92121 O SURVEYING PH(858)558-4500 FX(858)558 -1414 0 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PRECISE GRADING PLAN: SEASIDE RIDGE 10598 -G NORMANDY STREET & URANIA AVENUE SHEET 28 i6 -111 TM /CDP /EIR /DR & 06 -112 TM /CDP /EIR /DR & 10598 -1 /G /F e. i ■ i; SEE SHEET 25 FOR LEGEND, DETAILS & NOTES n L, rl( r c ' — r r � ( QG i C l Y L �n c0 C� (yj ti r r 10,►► BROOKFIELD ENCINITAS LLC 12865 POINTE DEL MAR, SUITE 200_ DEL MAR, CA 92014 ADDRESS: LOT 06 -111: 817 SANDY COURT LOT 07 -111: 813 SANDY COURT LOT 08 -111: 805 SANDY COURT - LOT 09 -111: 809 SANDY COURT i I III If I ASSESSOR'S PARCEL NUMBER: LOT 06 -111: 254- 740 -06 LOT 07 -111: 254- 740 -07 LOT 08 -111: 254- 740 -08 LOT 09 -111: 254- 740 -09 ZONE: RR -2 PRECISE GRADING PLANS FOR: SEASIDE RIDGE (LOTS 06 -111 THROUGH 09 -111) c96 p_ , or �Y N 40" ti� 1�C IATE DRAINAGE v - - -- /ATE MAINTEN Lb� 1N E ICCESS ESMT. 1 4). � � c- - — — — � - - - -- EX. WALL TO REMAIN \ / TYPICAL BUILDING SETBACKS: 30.0' MIN. FRONT YARD SETBACK TO HOUSE (TYPICAL) 22.5' MIN. FRONT YARD SETBACK TO HOUSE (MAX. 50% OF LOTS PER MUNICIPAL CODE 30.16.101B11c) 25.0' MIN. REAR YARD SETBACK TO HOUSE - 10.0' MIN. SIDE YARD SETBACK TO ADJACENT RESIDENTIAL LOT NOTE: GRADES EXCEEDING 15% SHALL BE A SURFACE OF "PORTLAND CEMENT CONCRETE (PCC) WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL. a REVISIONS Date App'd REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE SHEET S 7 1 13 /1A - (_ PT. EY N0. 1005 (ENC -05) OF CITY OF ENCINITAS Horizont< .. 81f/„7"' , 5 SURV CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W/TAG 'RCE 29577" AT A 1"=20' 20' O/S TO THE CENTER OF CUL -DE -SAC AT NE Vertical END OF ARBOR CT. ELV.= 174.391' (NAVD'88) \I /A Plans \ *. dwg (_ SPECIAL J. N, Plans el iwn By Checked B J, N. A.S.V. :r Supervisingg Of By: Date R.C.E. No. 47945 Date: REVIEWED BY VATS DRAINAGE ESM`TJ�� DITCH C ) i 'r AS BUILT Date lal— //¢ SIGNATU E AL/5A S,V1A1_PAt40V P.E. No. 47945 Printed Name My Registration Expires l2 1_5 Discipline a VIL' NEW SHEET As APPROVED G Z ANDY COURT 5 HUNSAKER Q' M III KEY MAP: NOT TO SCALE ® N -� V.*- - -TM 112 W 20 0 20 40 60 SCALE 1'=20' ry�o z HUNSAKER Q' O W No. 47945 m ' ASSOCIATES E x p. 12/31/ -13 A w * S A N D I E G O, I N C T9 01 V o- PLANNING 9707 Waples Street _O O ENGINEERING . San Diego, Ca 92121 z SURVEYING PH(858)5584500• (X(858)558 -1414 O 3 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PRECISE GRADING PLAN: SEASIDE RIDGE 10598 -G - NORMANDY STREET & URANIA AVENUE 16 -111 TM /CDP /EIR /DR & 06 -112 TM /CDP /EIR /DR & 10598 -1 /G /F SHEET 29 AS SEE SHEET 25 FOR LEGEND, DETAILS & NOTES 1 LOT 4-112 P =209.9 LOT 5-112 P =202.9 w I . --TM 112 KEY MAP: NOT TO SCALE C�NA RE Date / �3/ A1.15A S. V1ALPAMl70 R.E. No. 47945 Printed Name ��'��... My Registration Expires 'g ' Discipline 20 0 nlAk 40 60 i LOT LINE SCALE 1 " =20' OWNER: ASSESSOR'S PARCEL NUMBER: TYPICAL BUILDING SETBACKS: 1' 20' PUBLIC STORM DRAIN & ACCESS EASEMENT BROOKFIELD ENCINITAS LLC 30.0' MIN. FRONT YARD SETBACK TO HOUSE (TYPICAL) 3' 17' 12865 POINTE DEL MAR, SUITE 200 LOT 09 -112: 254- 740 -19 22.5' MIN. FRONT YARD SETBACK TO HOUSE (MAX. 50% OF LOTS DEL MAR, CA 92014 _LOT 11 -112: 254- 740 -21 PER MUNICIPAL CODE 30.16.10IB11c) 7" PORTLAND CEMENT CONCRETE OVER COMPACTED SUBGRADE SOILS / -- LOT 13 -112: 254 - 740 -22 25.0 MIN. REAR YARD SETBACK TO HOUSE LOT #12 (TM 06 -112) P 5•VIA�A < -- LOT 14 -112: 254- 740 -23 _ 10.0' MIN. SIDE YARD SETBACK TO ADJACENT RESIDENTIAL LOT �- <� 92 c o a HUNSAKER ON ADDRESS: LOT 15 -112: 254 - 740 -24 pAP __ _ No. 47945 &Ass ®CIATL,S 0 LOT 11 TM 06 -112 21 # ( ) VEGETATED6MPft�j/ Exp. LOT 09 -112: 809 DOLPHIN CIRCLE NOTE: Nor rO 4C A tfd*jr,0 NOTE: PORTLAND CEMENT CONCRETE SHOULD HAVE uslHeur 12/31/13 > SAN D I E C Q INC o LOT 11 -112: 817 DOLPHIN CIRCLE ZONE: CSfr�LsKw�tT A MIN. 28 —DAY FLEXURAL STRENGTH OF 600 PSI T O LOT 12 -112. 812 DOLPHIN CIRCLE GRADES EXCEEDING 15% SHALL BE A SURFACE OF PORTLAND CEMENT - (PER GROUP DELTA CONSULTANTS) CIVIL PLANNING 9707 Waples Street LOT 13 -112: 808 DOLPHIN CIRCLE RR -2 CONCRETE (PCC) WITH A DEEP BROOM FINISH PERPENDICULAR TO THE SECTION A -A ENGINEERING SURVEYING San Diego, Ca 92121 PH(858)558-4500- FX(858)558-7414 Z LOT 14 -112: 804 DOLPHIN CIRCLE ENTIRE DIRECTION OF TRAVEL. NOT TO SCALE - A S H6 o / REVISIONS Date App'd REFERENCES Date - CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY APPROVE CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 6 NEW SHEET (0313 j PT. NO. 1005 (ENC -OS) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2" I.P. W/TAG "RCE 29577" AT A 20' 0/S TO THE CENTER OF CUL -DE -SAC AT NE END OF ARBOR CT. ELV.= 174.391' (NAVD'88) J.N. J.N. A.S.V. 6 As- svlLT l•'1J.� (pS Horizontal Plans P p red U der Supervision Date /A /3 ALISA S. VIALPA DO R.C.E. No. 47945 By: By: PRECISE GRADING PLAN: SEASIDE RIDGE NORMANDY STREET & URANIA AVENUE 06-111 TM/CDP/ EIR DR & 06 -112 TM CDP EIR DR & 10598 -I G F 10598 -G 1 " =20' Vertical Date: Date: 1013/1 - A SHEET 30 R: X1009 \ &Eng \improvement Pions \ *.dwg o i