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2011-10900 G (Plans)RIGHT OF WAY NOTE G GENERAL (CONT.) R ROUGH GRADING PLANS FOR: OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 1 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL PRIOR TO WORKING IN THE PUBLIC RIGHT OF B BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE WILL RESULT ISSUANCE OF A STOP WORK NOTICE AND C CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A ALTA W THE RESPONSIBILITY OF THE OWNER TO KNOW N NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL A OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS C CITY O F E ENCINITAS, " E THE DISPOSAL OF ANY SUCH UTILITY NOTE M MATERIAL. C COUNTY OF SAN DIEGO ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 1 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY DRAINAGE NOTE E EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN o NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY N PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. ¢ o LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET S OR DISTURBANCE OF CITY TREE ROOT SYSTEMS c cl� T 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. T THE CITY. TREE DRIP LINE AREA (THE AREA FROM 0 OUTERMOST EDGE OF THE TREE CANOPY k k " PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED IT MUST BE PROTECTED IN PLACE E GENERAL IMPROVEMENTS ARE IN CONFLICT WITH A CITY- TREE, IT MUSTAPNOTT BE LEUCADIA BLVD. DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 18. STATIONARY CONSTRUCTION EQUIPMENT SHALL BE SITED AS FAR AWAY AS v Q CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO POSSIBLE FROM THE PROJECT SITE BOUNDARIES. PUEBLA ST. SIDONIA AVE. AREA REGIONAL STANDARD DRAWINGS . ANY CHANGES OR REVISIONS I_a PASSIFLORA AVE. THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 19. DURING GRADING OPERATIONS, FACTORY STANDARD SILENCING EQUIPMENT REQUEST FOR INSPECTION. SHALL BE INSTALLED ON ALL GRADING EQUIPMENT. 14k SITE ? (� o 2. THE SOILS REPORTS TITLED "CHANGE OF GEOTECHNICAL ENGINEER OE 20. CONTAMINATED SOILS SHALL NOT BE BURIED WITHIN ANY PUBLIC EASEMENT. U o RECORD AND UPDATE REPORT - BAHLMANN PROPERTY ENCINITAS, CALIFORNIA" PROJECT NO. G1362 -32 -01 PREPARED BY GEOCON INCORPORATED DATED 21. ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN WIDTH DURING vy o w MAY 25 , 2011 WHICH PROVIDES REVIEW OF THE "GEOTECHNICAL CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING 101 v� INVESTIGATION , PROPOSED RESIDENTIAL DEVELOPEMENT , BAHLMANN OF VEHICLES, IN ACCORDANCE WITH THE FIRE CODE AND THE ENCINITAS 2 PROPERTY , ENCINITAS , CALIFORNIA" PREPARED BY LEIGHTON AND FIRE DEPARTMENT.c,� _ ASSOCIATES,INC.DATED 02/28/2007 SHALL BE CONSIDERED AS A PART OF Q THIS GRADING PLAN.ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 22. SLOPE GRADING SHALL BE UNDULATED, BLENDED AND CONTOURED, ETC. IN o THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. IN CONFORMANCE WITH 23.24.490 AND TO THE SATISFACTION OF THE CITY VICINITY MAP 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN SAN DIEGUITO WATER DISTRICT NOTES NOT TO SCALE PUBLIC RIGHT -OF -WAY OREASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO " - JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 2• ALL EXISTING FACILITIES'tHICH MAY AFFECT FINAL DESIGN, I.E., LINE EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION CROSSINGS, LINE PARALLELING, OR PROPOSE CONNECTION SHALL BE FIELD ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM EXISTING PRIOR TO GRADING. VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, REPLACED BY A REGISTERED CIVILENGINEER OR A LICENSED LAND PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). " SURVEYOR. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT , METERS 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT, POST - CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) . DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET Ml�:ANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH STANDARDS, LAWS AND REGULATIONS. STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE THE OWNER'S EXPENSE. IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS WATER SERVICES. DELINEATED ON PLANS AND A NOTE PLACED ON PLANS PROHIBITING AND CITY RECOGNIZED HOLIDAYS. `" MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE PERMIT. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL LEGAL DESCRIPTION AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL BEI - WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING THEY ARE SERVING. NG A SUBDIVISION OF PARCEL 4 OF PARCEL MAP N0. 3320 FILED IN (760)633 -2770. THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY DECEMBER 19, 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT 1974 TOGETHER WITH THE WEST HALF OF THE NORTH HALF OF THE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE SOUTH HALF OF PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER POTABLE WATER SYSTEM EFFECT JANUARY 1 2010. IN COMPLIANCE WITH THE EAST HALF OF THE NORTH HALF OF THE SOUTHEAST - QUARTER OF THE SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THIS LAW, THE DISTRICT SHALL .REQUIRE ALL MATERIALS TO BE NO -LEAD NORTHWEST QUARTER AND THE NORTH HALF OF THE EAST HALF OF THE NORTH THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL BRASS PARTS. HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND A CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF REGARDS TO THE HAULING OPERATION. 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SECTION 10, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT WITH WC -17 OR WC -18.'+ APRIL 19, 1881, ALL IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF !• STATE OF CALIFORNIA. SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: NOTIFICATIONS " "THE GRADING UNDER PERMIT NO. 10900 -G HAS BEEN PERFORMED IN 1. THE EXISTENCE AND LOCATION, OF UNDERGROUND UTILITY PIPES AND OWNER " SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS' STRUCTURES SHOWN ON THESE. PLANS WERE OBTAINED BY A SEARCH OF SHEA HOMES,Llt4ITEV P011,111NEESUIPtA CALIFORNIA SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE AVAILABLE RECORDS. TO THE .BEST OF OUR KNOWLEDGE THERE ARE NO 9990 MESA RIM ROAD LINIIEOPARTNERSIi1P FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: SAN DIEGO, CA 9202.1 INCREMENTAL AS-WILTS SUCH GRADING OPERATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON NOTIFICATION OF COMMENCEMENT OF WORK: COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN A. SEWERS - ENCINITAS SANITARY DIST. - (760)- 633 -2770 HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 AP'N THEIR INTENDED USE. C. WATER - SAN DIEGUITO WATER. DISTRICT -1 -800- 227 -2600 D. TELEPHONE - 800- 248 -3632 256 - 233 -16, 256 - 172 -03 1 AT &T - 1 - 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO E. CABLE TV - COX COMMUNICATIONS - (760) - 806 -9809 X -2233 2$b- 172`Oj' PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING ADJOINING OF WATER. HE SHALL IMPERVIOUS AREAS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR CCNS7" ENG• /NSI°l5LT- C/ PHASE <LOrs) DAre CHAA/6E oPW,1 R A't✓/ PHAZ 5 (44- 49) 411116 saw PHASE 7(3 -7 425) 9/3//, 6 Pf/A.5'A 8 (13 -r$) G //6 /6 / PHASE 9( /4,15,2! 24} 7 Z ?/110 et SA SRN PHASE II /12(?�I -3f �36 l0 7/aslllo 5 SAN PHASE //%/Z(3$37�/e4 (0 11 $Rltl PHASE /- 4,61✓MOPELS ® / (/, 2,2b .28 37.43 50-63 Y FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS TO BEGINNING ANY WORK ON THIS PROJECT.(760)- 633 -2770 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 122.5c6 A.C. : PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN IMPERVIOUS AREA AFTER CONSTRUCTION7��geA.C. J ' INSTALLED. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. NET DECREASE IN IMPERVIOUS AREA: ..ojS A. C. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK QUANTITIES SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL - VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY RETAINING WALL NOTES " THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE 1. RETAINING WALL ELEVATIONS MAY VARY BASED ON FIELD CONDITIONS. CUT: 243,655 C.Y. (RAW CUT: 106,866 C.Y.) PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION. FILL: 230,809 C.Y. (RAW FILL: 84,994 C.Y.) SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 2. ALL WALLS WILL HAVE SUBDRAIN PER SOILS ENGINEER RECOMMENDATIONS. EXPORT: 12,846 C.Y.* SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 3. WALL MATERIAL AND COLOR SHALL PER ENGINEER OF TEXTURED MASONRY OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPORT QUANTITY INCLUDES 10,400 C.Y. CONTAMINATED SOIL REMOVAL. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE BLOCK (SPLIT FACED "BLOCK). THE WALL MATERIAL, INCLUDING ANY WITH SPECIFICATIONS. tf EXPOSED GROUT, SHALL BE COLORED SIMILARLY TO THE NATURAL SOIL ON SC NOTE: GRADING QUANTITIES ARE ESTIMATED FOR BONDING PURPOSES ONLY 0 R C 2 AND ARE NOT TO BE USED FOR FINAL PAYMENT QUANTITIES. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE T $TDRA4wATEQ 77 pEATMENTSTArv:s MOOULAR UlFrLAwas 1106' 06EHMAZNf.4tVED 6Y PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR BUILDING PERMIT NOTE: PRIOR TO ISSUANCE OF BUILDING PERMITS FOR EXCAVATION AND EMBANKMENTS,SHALL BE SHAPED,PLANTED,AND TRIMMED AS /DR /Ty PRCl1EGT U91A PCK 00[.3013- oil i931 OW 1 -20-1� UTURE HOMES ON EACH LOT, A PRECISE GRADING PLAN SHOWING THE BUILDING DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OOTPRINTS, FLATWORK, DRAINAGE AND PRIORITY STORM WATER POLLUTION CONDITION. ALL STONES, ROOTS,AND. rOTHER WASTE MATTER EXPOSED 0 rym 01 TRLrAT�16VT,B/O- RErEN7 /oN oMLO7 QSORETrArri6m ismscA/s to 6!s MI UffASA/EC BY EACH HO/NEOwVSA ONTREV IMPS SHALL BE SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT EXCAVATION OR EMBANKMENT SLOPE -6 WHICH ARE LIABLE TO BECOME (- IM /TED<1CCC-SS YES REA COIL. lO /S•OV21f310 ON -E-1$ /f Bp'( OR REVIEW AND APPROVAL. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP NA ALL MA/A/78A/ANCE RE5R2t/S /B/L /7Y.' HOME 5NALL OEM LAIR 4910 AA16Aff tmo ay SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. OWNeli N&A./ER6OC -. 261-r -OV3 3'01 ON S.lE -/' S.D.W.D. NO: W11 -140 PUBLIC WORKS ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER DIST. PERMITS: REVIEWED BY: I REVIEWED BY: I Ay/ f 3 t3 Zoc DATE: BY: DATE: Vu r.v. Z'. 1,7 -r0- vF5.>R - - - - [it ' N1 FFSITE IMPROVEMENT PLAN DD re. SHT546 4$ REV, ENT$ M.M 2 1 ONSITE IMPROVEMENT PLAN 1 - I (11 I IA II CADnCAIC CG1 A I G7n R: \0530 \ &Eng \Rough Grading Plan\ 0530- RG- 01.dwg0Jan -04- 2013:08:2. 7 REV. W,q•g,- 914.6 ..47 Mfy�,yj 0 6411 19 AS-o L-r, PH -In aver 7 PHASE 5 �y ,y 4 -5 I b As -pm r i-ms 2'1 9 As•BUCLr PHASE 7,3-7 '25 l(P /AS -ZOILT LOTS f15-eUlL.r FWASt 8, 8 -18 b- -(b AS -BUILT �J AS- Bvr�TP�lASS 4;10/,15,21 -7-f Ob it16 _.n1 / I DATE. BY. DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn B . Ch PT DR /CDP PERMIT NO. 11 -115 TENTATIVE MAP N0, 11 -115 NO. 1026 (ENC -26) OF CITY OF ENCINITAS J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. - SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC /�/ Plans Pr Or d Un er SU erVISlO Of IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING N/A X ®. // Date // //�3. J LOT ON S SIDE SAXONY PLACE 200 Fr W OF VcrtiCal _ITAA, SAXONY ELV.=*189' (NAVD'88) N/A AUSA S. VIALPAN 0 R.C.E. No. 47945 Ib -2o a\ • ATI . 374 Gq -r /O- // 9? OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAI ED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE 0 ECOMP ION AND STABILITY OF THE SITE. SIGNED: �� --� SHEA HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 SOILS ENGINEER CERTIFICATE I, TREVOR MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY LEIGHTON AND ASSOCIATES, INC. IN FEB. 2007. ONE COMPLETE COPY THE SOILS REPORT COMPILED FROM THIS STUDY "GEOTECHNICAL INVESTIAGTION, PROPOSED RESIDENTIAL DEVELOPMENT, BAHLMANN PROPERTY , ENCINITAS CALIFORNIA" AND AN UPDATED LETTER DATED MAY 25,2011 BY GEOCON INC., HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE , I HAVE REVIEWED THESE GRADING PLANS & UPDATE LETTER AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: I /' 1 A: R.C.E. No. 63773 / v�1L POFESS /0 EXP. DATE: 09/30/2014 FE �tytgl�2 PROJECT NO.: G1362 -32 -01 ~ 2 9 G1 GEOCON INCORPORATED �NO.RCE83773N m 6960 FLANDERS DRIVE y Lu rn SAN DIEGO, CA 92121 (858) 558 -6900 iy ClV11 P ��CRLT� WDID /NOI CERTIFICATE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE SWRCB, A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. WDID p 01 31C $105 3810 SIGNED:; _ JO N VANCE DATE SHEA HOMES LIMITED PARTNERSHIP A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS- NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NL:?LIGENT 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 .WITHIN OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED ::t R.C.E. NO. 47945 EXP. DATE: 12/31/2013 HUNSAKER & ASSOCIATES SAN DIEGO, 9707 WAPLES STREET SAN DIEGO, CA. 92121 (858) 558 -4500 REVIEWED 06 * *H0PE STORM L34A/AIN0TE-S : L HDPE PIPE: DOM LE WALL WlrV SAII007R /N7E7Z 10R 2.NGPEP 1PE.' $uPP6Rr5 H - -7-S LOADS 3.N.YLOPLASr LRAiN liASIAN : W</6N PLACER W /T/! /N A D,p/VEABGE A1RSA INSTALL A CONCRETE COLLAR AR6MVp DLCCT /LE IRON A1A,VH61_E FRAME Foe TRAFF /G 40ADi1/G PER MiLY[IFACTG/RER SpAtCS. TO "NYLOPLAST DETA /L T /-TEED DRA/NBAS /N, ,4VL 1NE DRA /N_ RDA1>- y /yy/AYAy (A/ -,LG 7, JIFF /G LOAD) ASPHALT 11VSTAI L GA r16,v FOR MORE INFDAAIA T /aN. By: /1/ I • /V ' a1/� MASIH MAHI Date: 3/ 1 q 113 WORK TO BE DONE THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE LATEST EDITION OF THE FOLLOWING LIST OF RECORDED DOCUMENTS: . !.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") AND SUPPLEMENTS. (1997) 2.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (2007) 3.CITY OF ENCINITAS GRADING AND EXCAVATION ORDINANCE. 4.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, (JULY, 1995). 5.STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (1990). 6.CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST / MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST "'`" vvVJJIII MANAGEMENT PRACTICES (BMP) MANUAL. ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR 1 REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER OR HIS _ ^ DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION. mil+ LEGEND SUBDIVISION BOUNDARY .............................. UNDERCUT LINE ...... ............................... LOT LINE ... ............................... CURB LINE .........., roc: .,.. ?r :........................ LOT NUMBER ..�. ............................. LT PAD ELEVATION .... ;, ........... P -213.0 EXISTING CONTOURS . .............................. • • .______11.70- - ----' PROPOSED FINISH CONTOURS .......................... 100 - EXISTING FINISH SURFACE ELEVATIONS 100.0 FS FINISH SURFACE ELEVATIONS ......................... 100.0 F5 FLOW LINE ELEVATION ............ X 100.0 FL TOP OF CURB ELEVATION ............................. 10[0.0 FINISH GRADE ELEVATION ......................•..•..• 100.0 TOP OF GRATE & FLOW LINE ELEVATION ................ 100.0 TG RCP STORM DRAIN ... ............ ... SDRSD..D -60, D -61 99.0 FL (SIZE PER PLAN /PROFILE) HDPE STORM DRAIN W/ NYLOPLAST DRAIN BASIN (D= 30 ").. a-e (SIZE PER PLAN /PROFILE) SEE NOTES 8-LOW a'°F 6" HDPE STORM DRAIN LATERAL (SEE SH.13 FOR TABLE).. Z TYPE F CATCH BASIN SDRSD..D- 7....... - �- -� - TYPE A CLEANOUT ..................SDRSD..D -9, D -11. - �t6?- TYPE B CURB INLET SDRSD..D- 2....... Ico a CONCRETE LUG ..................... SDRSD..D- 63...... V CUT SLOPE (2:1 MAXIMUM) ........................... - F Z _Y =Y- FILL SLOPE (2:1 MAXIMUM) .......................... TOP /BOTTOM OF SLOPE ............................... - - - - - - - cr CROSS GUTTER ..................... SDRSD..G- 12...... 0 (PER 10900 -I) BROW DITCH (COLORED TAN) .......... SDRSD..D- 75...... <= G= p�RR CUT AND FILL LINE .......... C -�� V -F :D DAYLIGHT LINE ...... ............................... -�`- -'I`- _ O EARTHEN SWALE ...... ............................... .r...f...�. cc EXISTING FENCE ..............._... _ EXISTING TREE .. ............................... ... J EASEMENT LINE ......,_ FLOW DIRECTION .............................. BIO -FENCE .......... ............................... 0 0 SILT -FENCE .......... ............................... -X -X RETAINING WALL (PER SDRSD C -1 TO C -8 OR STRUCTURAL DESIGN AS NOTED ON PLAN AND TEXTURED MASONRY BLOCK COLORED TAN) MONUMENT WALL (PER LANDSCAPE PLANS) ............... 9" X 9" SQUARE GRATE NDS #990 OR EQUIVALENT . - - (FOR ON LOT AREA DRAIN SYSTEM, BACK DRAINING LOTS) 12" X 12" ATRIUM GRATE NDS #1280 OR EQUIVALENT - - V(FOR USE WITHIN BROW WATER QUALITY SWAL OADSIDE SCALE AND /OR 4" ATRIUM GRATE NDS #76 OR EQUIVALENT . C (FOR USE WITHIN BROW DITCH AND /OR BEHIND RETAINING WALL, REFERENCE DETAIL SHEET 03) PVC AREA DRAIN PIPE ............................... (4" UNLESS OTHERWISE NOTED) STREET SURVEY MONUMENT ........... *M- 10............ Q (SEE NOTES PER FINAL MAP) AREA SUBJECT TO INITIAL EXCAVATION & SOIL DISPOSAL .. PER REMEDIAL EXCAVATION PLAN PREPARED BY GEOCON, INC DATED SEPTEMBER 2012. REFERENCE HAZARDOUS MATERIAL NOTE ON SHEET 2. ® SNEET k2 • /AEGtCE 3 41; -0 SHEET INDEX '�� 43 -45 °PRE[ /sECoi< S<liS, 416 -q$ a l°ffiG /SECr17�►G/A/Er SHEET #1: NOTES, VICINITY MAP & LEGEND SHEET #2: KEY MAP & NOTES SHr.S. +9 <$/ S r SHEETS #3: STREET SECTIONS & DETAILS P 5•V1g4A SHEETS #4 -10: ROUGH GRADING SHEETS 411 -12: EROSION CONTROL PLAN & "e o MODULAR WETLANDS DVERT DETAIL No. 47945 SHEETS #13 -14: STORM DRAIN PROFILES w Exp.12/31/13 SHEETS #15: STORM DRAIN LATERAL TABLE, DETAILS AND PHASING PLAN rq CIV11 SHEETS #16 -38: LANDSCAPE & IRRIGATION PLANS OF CAI! SHEETS #39: STRUCTURAL WALL DETAILS $HEST Ae`40: BaR /AL SHE._7 STORMWATER TREATMENT STATUS: SAN DIEGO COUNTY DEPT, ENVIR. HEALTH HUNSAKER ro PRIORITY PROJECT & ASSOCIATES SAN N D I E C O, INC C 4 TYPE OF TREATMENT: BIO- RETENTION & MODULAR WETLANDS mum I LIMITED ACCESS: YES I MAINTENANCE RESPONSIBILITY: ST��ET (HOA) 2!713- I/t 727-3 PLANNING 9707 Waples Street p MAINTENANCE AGREEMENT: DATE:- 2t. $, AS DOC. NO.0112°OW ENGINEERING San Diego, Ca 92121 MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER)�SK- °""'may �' 6 �3 SURVEYING PH(858)558 4500 FX(858)558-1414 p MAINTENANCE AGREEMENT: DATE: _, AS DOC, NO,11ff__ SIGN: DATE: z CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: p T p ey. 6 ENN Fr/V SAXONY ROAD, PUEBLA STREET QUAIL GARDENS DRIVE 1 0900 -G Date: y° CASE NO. 11 -115 TMDBMOD /B4 /DR /CDP /EIA SHEET 01 OF. I ` z THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON NOTIFICATION OF COMMENCEMENT OF WORK: COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN A. SEWERS - ENCINITAS SANITARY DIST. - (760)- 633 -2770 HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 AP'N THEIR INTENDED USE. C. WATER - SAN DIEGUITO WATER. DISTRICT -1 -800- 227 -2600 D. TELEPHONE - 800- 248 -3632 256 - 233 -16, 256 - 172 -03 1 AT &T - 1 - 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO E. CABLE TV - COX COMMUNICATIONS - (760) - 806 -9809 X -2233 2$b- 172`Oj' PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING ADJOINING OF WATER. HE SHALL IMPERVIOUS AREAS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR CCNS7" ENG• /NSI°l5LT- C/ PHASE <LOrs) DAre CHAA/6E oPW,1 R A't✓/ PHAZ 5 (44- 49) 411116 saw PHASE 7(3 -7 425) 9/3//, 6 Pf/A.5'A 8 (13 -r$) G //6 /6 / PHASE 9( /4,15,2! 24} 7 Z ?/110 et SA SRN PHASE II /12(?�I -3f �36 l0 7/aslllo 5 SAN PHASE //%/Z(3$37�/e4 (0 11 $Rltl PHASE /- 4,61✓MOPELS ® / (/, 2,2b .28 37.43 50-63 Y FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS TO BEGINNING ANY WORK ON THIS PROJECT.(760)- 633 -2770 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 122.5c6 A.C. : PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN IMPERVIOUS AREA AFTER CONSTRUCTION7��geA.C. J ' INSTALLED. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. NET DECREASE IN IMPERVIOUS AREA: ..ojS A. C. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK QUANTITIES SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL - VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY RETAINING WALL NOTES " THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE 1. RETAINING WALL ELEVATIONS MAY VARY BASED ON FIELD CONDITIONS. CUT: 243,655 C.Y. (RAW CUT: 106,866 C.Y.) PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION. FILL: 230,809 C.Y. (RAW FILL: 84,994 C.Y.) SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 2. ALL WALLS WILL HAVE SUBDRAIN PER SOILS ENGINEER RECOMMENDATIONS. EXPORT: 12,846 C.Y.* SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 3. WALL MATERIAL AND COLOR SHALL PER ENGINEER OF TEXTURED MASONRY OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPORT QUANTITY INCLUDES 10,400 C.Y. CONTAMINATED SOIL REMOVAL. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE BLOCK (SPLIT FACED "BLOCK). THE WALL MATERIAL, INCLUDING ANY WITH SPECIFICATIONS. tf EXPOSED GROUT, SHALL BE COLORED SIMILARLY TO THE NATURAL SOIL ON SC NOTE: GRADING QUANTITIES ARE ESTIMATED FOR BONDING PURPOSES ONLY 0 R C 2 AND ARE NOT TO BE USED FOR FINAL PAYMENT QUANTITIES. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE T $TDRA4wATEQ 77 pEATMENTSTArv:s MOOULAR UlFrLAwas 1106' 06EHMAZNf.4tVED 6Y PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR BUILDING PERMIT NOTE: PRIOR TO ISSUANCE OF BUILDING PERMITS FOR EXCAVATION AND EMBANKMENTS,SHALL BE SHAPED,PLANTED,AND TRIMMED AS /DR /Ty PRCl1EGT U91A PCK 00[.3013- oil i931 OW 1 -20-1� UTURE HOMES ON EACH LOT, A PRECISE GRADING PLAN SHOWING THE BUILDING DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OOTPRINTS, FLATWORK, DRAINAGE AND PRIORITY STORM WATER POLLUTION CONDITION. ALL STONES, ROOTS,AND. rOTHER WASTE MATTER EXPOSED 0 rym 01 TRLrAT�16VT,B/O- RErEN7 /oN oMLO7 QSORETrArri6m ismscA/s to 6!s MI UffASA/EC BY EACH HO/NEOwVSA ONTREV IMPS SHALL BE SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT EXCAVATION OR EMBANKMENT SLOPE -6 WHICH ARE LIABLE TO BECOME (- IM /TED<1CCC-SS YES REA COIL. lO /S•OV21f310 ON -E-1$ /f Bp'( OR REVIEW AND APPROVAL. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP NA ALL MA/A/78A/ANCE RE5R2t/S /B/L /7Y.' HOME 5NALL OEM LAIR 4910 AA16Aff tmo ay SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. OWNeli N&A./ER6OC -. 261-r -OV3 3'01 ON S.lE -/' S.D.W.D. NO: W11 -140 PUBLIC WORKS ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER DIST. PERMITS: REVIEWED BY: I REVIEWED BY: I Ay/ f 3 t3 Zoc DATE: BY: DATE: Vu r.v. Z'. 1,7 -r0- vF5.>R - - - - [it ' N1 FFSITE IMPROVEMENT PLAN DD re. SHT546 4$ REV, ENT$ M.M 2 1 ONSITE IMPROVEMENT PLAN 1 - I (11 I IA II CADnCAIC CG1 A I G7n R: \0530 \ &Eng \Rough Grading Plan\ 0530- RG- 01.dwg0Jan -04- 2013:08:2. 7 REV. W,q•g,- 914.6 ..47 Mfy�,yj 0 6411 19 AS-o L-r, PH -In aver 7 PHASE 5 �y ,y 4 -5 I b As -pm r i-ms 2'1 9 As•BUCLr PHASE 7,3-7 '25 l(P /AS -ZOILT LOTS f15-eUlL.r FWASt 8, 8 -18 b- -(b AS -BUILT �J AS- Bvr�TP�lASS 4;10/,15,21 -7-f Ob it16 _.n1 / I DATE. BY. DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn B . Ch PT DR /CDP PERMIT NO. 11 -115 TENTATIVE MAP N0, 11 -115 NO. 1026 (ENC -26) OF CITY OF ENCINITAS J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. - SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC /�/ Plans Pr Or d Un er SU erVISlO Of IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING N/A X ®. // Date // //�3. J LOT ON S SIDE SAXONY PLACE 200 Fr W OF VcrtiCal _ITAA, SAXONY ELV.=*189' (NAVD'88) N/A AUSA S. VIALPAN 0 R.C.E. No. 47945 Ib -2o a\ • ATI . 374 Gq -r /O- // 9? OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAI ED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE 0 ECOMP ION AND STABILITY OF THE SITE. SIGNED: �� --� SHEA HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 SOILS ENGINEER CERTIFICATE I, TREVOR MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY LEIGHTON AND ASSOCIATES, INC. IN FEB. 2007. ONE COMPLETE COPY THE SOILS REPORT COMPILED FROM THIS STUDY "GEOTECHNICAL INVESTIAGTION, PROPOSED RESIDENTIAL DEVELOPMENT, BAHLMANN PROPERTY , ENCINITAS CALIFORNIA" AND AN UPDATED LETTER DATED MAY 25,2011 BY GEOCON INC., HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE , I HAVE REVIEWED THESE GRADING PLANS & UPDATE LETTER AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: I /' 1 A: R.C.E. No. 63773 / v�1L POFESS /0 EXP. DATE: 09/30/2014 FE �tytgl�2 PROJECT NO.: G1362 -32 -01 ~ 2 9 G1 GEOCON INCORPORATED �NO.RCE83773N m 6960 FLANDERS DRIVE y Lu rn SAN DIEGO, CA 92121 (858) 558 -6900 iy ClV11 P ��CRLT� WDID /NOI CERTIFICATE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE SWRCB, A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. WDID p 01 31C $105 3810 SIGNED:; _ JO N VANCE DATE SHEA HOMES LIMITED PARTNERSHIP A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS- NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NL:?LIGENT 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 .WITHIN OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED ::t R.C.E. NO. 47945 EXP. DATE: 12/31/2013 HUNSAKER & ASSOCIATES SAN DIEGO, 9707 WAPLES STREET SAN DIEGO, CA. 92121 (858) 558 -4500 REVIEWED 06 * *H0PE STORM L34A/AIN0TE-S : L HDPE PIPE: DOM LE WALL WlrV SAII007R /N7E7Z 10R 2.NGPEP 1PE.' $uPP6Rr5 H - -7-S LOADS 3.N.YLOPLASr LRAiN liASIAN : W</6N PLACER W /T/! /N A D,p/VEABGE A1RSA INSTALL A CONCRETE COLLAR AR6MVp DLCCT /LE IRON A1A,VH61_E FRAME Foe TRAFF /G 40ADi1/G PER MiLY[IFACTG/RER SpAtCS. TO "NYLOPLAST DETA /L T /-TEED DRA/NBAS /N, ,4VL 1NE DRA /N_ RDA1>- y /yy/AYAy (A/ -,LG 7, JIFF /G LOAD) ASPHALT 11VSTAI L GA r16,v FOR MORE INFDAAIA T /aN. By: /1/ I • /V ' a1/� MASIH MAHI Date: 3/ 1 q 113 WORK TO BE DONE THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE LATEST EDITION OF THE FOLLOWING LIST OF RECORDED DOCUMENTS: . !.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") AND SUPPLEMENTS. (1997) 2.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (2007) 3.CITY OF ENCINITAS GRADING AND EXCAVATION ORDINANCE. 4.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, (JULY, 1995). 5.STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (1990). 6.CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST / MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST "'`" vvVJJIII MANAGEMENT PRACTICES (BMP) MANUAL. ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR 1 REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER OR HIS _ ^ DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION. mil+ LEGEND SUBDIVISION BOUNDARY .............................. UNDERCUT LINE ...... ............................... LOT LINE ... ............................... CURB LINE .........., roc: .,.. ?r :........................ LOT NUMBER ..�. ............................. LT PAD ELEVATION .... ;, ........... P -213.0 EXISTING CONTOURS . .............................. • • .______11.70- - ----' PROPOSED FINISH CONTOURS .......................... 100 - EXISTING FINISH SURFACE ELEVATIONS 100.0 FS FINISH SURFACE ELEVATIONS ......................... 100.0 F5 FLOW LINE ELEVATION ............ X 100.0 FL TOP OF CURB ELEVATION ............................. 10[0.0 FINISH GRADE ELEVATION ......................•..•..• 100.0 TOP OF GRATE & FLOW LINE ELEVATION ................ 100.0 TG RCP STORM DRAIN ... ............ ... SDRSD..D -60, D -61 99.0 FL (SIZE PER PLAN /PROFILE) HDPE STORM DRAIN W/ NYLOPLAST DRAIN BASIN (D= 30 ").. a-e (SIZE PER PLAN /PROFILE) SEE NOTES 8-LOW a'°F 6" HDPE STORM DRAIN LATERAL (SEE SH.13 FOR TABLE).. Z TYPE F CATCH BASIN SDRSD..D- 7....... - �- -� - TYPE A CLEANOUT ..................SDRSD..D -9, D -11. - �t6?- TYPE B CURB INLET SDRSD..D- 2....... Ico a CONCRETE LUG ..................... SDRSD..D- 63...... V CUT SLOPE (2:1 MAXIMUM) ........................... - F Z _Y =Y- FILL SLOPE (2:1 MAXIMUM) .......................... TOP /BOTTOM OF SLOPE ............................... - - - - - - - cr CROSS GUTTER ..................... SDRSD..G- 12...... 0 (PER 10900 -I) BROW DITCH (COLORED TAN) .......... SDRSD..D- 75...... <= G= p�RR CUT AND FILL LINE .......... C -�� V -F :D DAYLIGHT LINE ...... ............................... -�`- -'I`- _ O EARTHEN SWALE ...... ............................... .r...f...�. cc EXISTING FENCE ..............._... _ EXISTING TREE .. ............................... ... J EASEMENT LINE ......,_ FLOW DIRECTION .............................. BIO -FENCE .......... ............................... 0 0 SILT -FENCE .......... ............................... -X -X RETAINING WALL (PER SDRSD C -1 TO C -8 OR STRUCTURAL DESIGN AS NOTED ON PLAN AND TEXTURED MASONRY BLOCK COLORED TAN) MONUMENT WALL (PER LANDSCAPE PLANS) ............... 9" X 9" SQUARE GRATE NDS #990 OR EQUIVALENT . - - (FOR ON LOT AREA DRAIN SYSTEM, BACK DRAINING LOTS) 12" X 12" ATRIUM GRATE NDS #1280 OR EQUIVALENT - - V(FOR USE WITHIN BROW WATER QUALITY SWAL OADSIDE SCALE AND /OR 4" ATRIUM GRATE NDS #76 OR EQUIVALENT . C (FOR USE WITHIN BROW DITCH AND /OR BEHIND RETAINING WALL, REFERENCE DETAIL SHEET 03) PVC AREA DRAIN PIPE ............................... (4" UNLESS OTHERWISE NOTED) STREET SURVEY MONUMENT ........... *M- 10............ Q (SEE NOTES PER FINAL MAP) AREA SUBJECT TO INITIAL EXCAVATION & SOIL DISPOSAL .. PER REMEDIAL EXCAVATION PLAN PREPARED BY GEOCON, INC DATED SEPTEMBER 2012. REFERENCE HAZARDOUS MATERIAL NOTE ON SHEET 2. ® SNEET k2 • /AEGtCE 3 41; -0 SHEET INDEX '�� 43 -45 °PRE[ /sECoi< S<liS, 416 -q$ a l°ffiG /SECr17�►G/A/Er SHEET #1: NOTES, VICINITY MAP & LEGEND SHEET #2: KEY MAP & NOTES SHr.S. +9 <$/ S r SHEETS #3: STREET SECTIONS & DETAILS P 5•V1g4A SHEETS #4 -10: ROUGH GRADING SHEETS 411 -12: EROSION CONTROL PLAN & "e o MODULAR WETLANDS DVERT DETAIL No. 47945 SHEETS #13 -14: STORM DRAIN PROFILES w Exp.12/31/13 SHEETS #15: STORM DRAIN LATERAL TABLE, DETAILS AND PHASING PLAN rq CIV11 SHEETS #16 -38: LANDSCAPE & IRRIGATION PLANS OF CAI! SHEETS #39: STRUCTURAL WALL DETAILS $HEST Ae`40: BaR /AL SHE._7 STORMWATER TREATMENT STATUS: SAN DIEGO COUNTY DEPT, ENVIR. HEALTH HUNSAKER ro PRIORITY PROJECT & ASSOCIATES SAN N D I E C O, INC C 4 TYPE OF TREATMENT: BIO- RETENTION & MODULAR WETLANDS mum I LIMITED ACCESS: YES I MAINTENANCE RESPONSIBILITY: ST��ET (HOA) 2!713- I/t 727-3 PLANNING 9707 Waples Street p MAINTENANCE AGREEMENT: DATE:- 2t. $, AS DOC. NO.0112°OW ENGINEERING San Diego, Ca 92121 MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER)�SK- °""'may �' 6 �3 SURVEYING PH(858)558 4500 FX(858)558-1414 p MAINTENANCE AGREEMENT: DATE: _, AS DOC, NO,11ff__ SIGN: DATE: z CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: p T p ey. 6 ENN Fr/V SAXONY ROAD, PUEBLA STREET QUAIL GARDENS DRIVE 1 0900 -G Date: y° CASE NO. 11 -115 TMDBMOD /B4 /DR /CDP /EIA SHEET 01 OF. I ` z CCNS7" ENG• /NSI°l5LT- C/ PHASE <LOrs) DAre CHAA/6E oPW,1 R A't✓/ PHAZ 5 (44- 49) 411116 saw PHASE 7(3 -7 425) 9/3//, 6 Pf/A.5'A 8 (13 -r$) G //6 /6 / PHASE 9( /4,15,2! 24} 7 Z ?/110 et SA SRN PHASE II /12(?�I -3f �36 l0 7/aslllo 5 SAN PHASE //%/Z(3$37�/e4 (0 11 $Rltl PHASE /- 4,61✓MOPELS ® / (/, 2,2b .28 37.43 50-63 Y FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS TO BEGINNING ANY WORK ON THIS PROJECT.(760)- 633 -2770 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 122.5c6 A.C. : PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN IMPERVIOUS AREA AFTER CONSTRUCTION7��geA.C. J ' INSTALLED. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. NET DECREASE IN IMPERVIOUS AREA: ..ojS A. C. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK QUANTITIES SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL - VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY RETAINING WALL NOTES " THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE 1. RETAINING WALL ELEVATIONS MAY VARY BASED ON FIELD CONDITIONS. CUT: 243,655 C.Y. (RAW CUT: 106,866 C.Y.) PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION. FILL: 230,809 C.Y. (RAW FILL: 84,994 C.Y.) SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 2. ALL WALLS WILL HAVE SUBDRAIN PER SOILS ENGINEER RECOMMENDATIONS. EXPORT: 12,846 C.Y.* SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 3. WALL MATERIAL AND COLOR SHALL PER ENGINEER OF TEXTURED MASONRY OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPORT QUANTITY INCLUDES 10,400 C.Y. CONTAMINATED SOIL REMOVAL. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE BLOCK (SPLIT FACED "BLOCK). THE WALL MATERIAL, INCLUDING ANY WITH SPECIFICATIONS. tf EXPOSED GROUT, SHALL BE COLORED SIMILARLY TO THE NATURAL SOIL ON SC NOTE: GRADING QUANTITIES ARE ESTIMATED FOR BONDING PURPOSES ONLY 0 R C 2 AND ARE NOT TO BE USED FOR FINAL PAYMENT QUANTITIES. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE T $TDRA4wATEQ 77 pEATMENTSTArv:s MOOULAR UlFrLAwas 1106' 06EHMAZNf.4tVED 6Y PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR BUILDING PERMIT NOTE: PRIOR TO ISSUANCE OF BUILDING PERMITS FOR EXCAVATION AND EMBANKMENTS,SHALL BE SHAPED,PLANTED,AND TRIMMED AS /DR /Ty PRCl1EGT U91A PCK 00[.3013- oil i931 OW 1 -20-1� UTURE HOMES ON EACH LOT, A PRECISE GRADING PLAN SHOWING THE BUILDING DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OOTPRINTS, FLATWORK, DRAINAGE AND PRIORITY STORM WATER POLLUTION CONDITION. ALL STONES, ROOTS,AND. rOTHER WASTE MATTER EXPOSED 0 rym 01 TRLrAT�16VT,B/O- RErEN7 /oN oMLO7 QSORETrArri6m ismscA/s to 6!s MI UffASA/EC BY EACH HO/NEOwVSA ONTREV IMPS SHALL BE SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT EXCAVATION OR EMBANKMENT SLOPE -6 WHICH ARE LIABLE TO BECOME (- IM /TED<1CCC-SS YES REA COIL. lO /S•OV21f310 ON -E-1$ /f Bp'( OR REVIEW AND APPROVAL. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP NA ALL MA/A/78A/ANCE RE5R2t/S /B/L /7Y.' HOME 5NALL OEM LAIR 4910 AA16Aff tmo ay SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. OWNeli N&A./ER6OC -. 261-r -OV3 3'01 ON S.lE -/' S.D.W.D. NO: W11 -140 PUBLIC WORKS ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER DIST. PERMITS: REVIEWED BY: I REVIEWED BY: I Ay/ f 3 t3 Zoc DATE: BY: DATE: Vu r.v. Z'. 1,7 -r0- vF5.>R - - - - [it ' N1 FFSITE IMPROVEMENT PLAN DD re. SHT546 4$ REV, ENT$ M.M 2 1 ONSITE IMPROVEMENT PLAN 1 - I (11 I IA II CADnCAIC CG1 A I G7n R: \0530 \ &Eng \Rough Grading Plan\ 0530- RG- 01.dwg0Jan -04- 2013:08:2. 7 REV. W,q•g,- 914.6 ..47 Mfy�,yj 0 6411 19 AS-o L-r, PH -In aver 7 PHASE 5 �y ,y 4 -5 I b As -pm r i-ms 2'1 9 As•BUCLr PHASE 7,3-7 '25 l(P /AS -ZOILT LOTS f15-eUlL.r FWASt 8, 8 -18 b- -(b AS -BUILT �J AS- Bvr�TP�lASS 4;10/,15,21 -7-f Ob it16 _.n1 / I DATE. BY. DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn B . Ch PT DR /CDP PERMIT NO. 11 -115 TENTATIVE MAP N0, 11 -115 NO. 1026 (ENC -26) OF CITY OF ENCINITAS J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. - SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC /�/ Plans Pr Or d Un er SU erVISlO Of IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING N/A X ®. // Date // //�3. J LOT ON S SIDE SAXONY PLACE 200 Fr W OF VcrtiCal _ITAA, SAXONY ELV.=*189' (NAVD'88) N/A AUSA S. VIALPAN 0 R.C.E. No. 47945 Ib -2o a\ • ATI . 374 Gq -r /O- // 9? OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAI ED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE 0 ECOMP ION AND STABILITY OF THE SITE. SIGNED: �� --� SHEA HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 SOILS ENGINEER CERTIFICATE I, TREVOR MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY LEIGHTON AND ASSOCIATES, INC. IN FEB. 2007. ONE COMPLETE COPY THE SOILS REPORT COMPILED FROM THIS STUDY "GEOTECHNICAL INVESTIAGTION, PROPOSED RESIDENTIAL DEVELOPMENT, BAHLMANN PROPERTY , ENCINITAS CALIFORNIA" AND AN UPDATED LETTER DATED MAY 25,2011 BY GEOCON INC., HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE , I HAVE REVIEWED THESE GRADING PLANS & UPDATE LETTER AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: I /' 1 A: R.C.E. No. 63773 / v�1L POFESS /0 EXP. DATE: 09/30/2014 FE �tytgl�2 PROJECT NO.: G1362 -32 -01 ~ 2 9 G1 GEOCON INCORPORATED �NO.RCE83773N m 6960 FLANDERS DRIVE y Lu rn SAN DIEGO, CA 92121 (858) 558 -6900 iy ClV11 P ��CRLT� WDID /NOI CERTIFICATE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE SWRCB, A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. WDID p 01 31C $105 3810 SIGNED:; _ JO N VANCE DATE SHEA HOMES LIMITED PARTNERSHIP A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS- NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NL:?LIGENT 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 .WITHIN OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED ::t R.C.E. NO. 47945 EXP. DATE: 12/31/2013 HUNSAKER & ASSOCIATES SAN DIEGO, 9707 WAPLES STREET SAN DIEGO, CA. 92121 (858) 558 -4500 REVIEWED 06 * *H0PE STORM L34A/AIN0TE-S : L HDPE PIPE: DOM LE WALL WlrV SAII007R /N7E7Z 10R 2.NGPEP 1PE.' $uPP6Rr5 H - -7-S LOADS 3.N.YLOPLASr LRAiN liASIAN : W</6N PLACER W /T/! /N A D,p/VEABGE A1RSA INSTALL A CONCRETE COLLAR AR6MVp DLCCT /LE IRON A1A,VH61_E FRAME Foe TRAFF /G 40ADi1/G PER MiLY[IFACTG/RER SpAtCS. TO "NYLOPLAST DETA /L T /-TEED DRA/NBAS /N, ,4VL 1NE DRA /N_ RDA1>- y /yy/AYAy (A/ -,LG 7, JIFF /G LOAD) ASPHALT 11VSTAI L GA r16,v FOR MORE INFDAAIA T /aN. By: /1/ I • /V ' a1/� MASIH MAHI Date: 3/ 1 q 113 WORK TO BE DONE THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE LATEST EDITION OF THE FOLLOWING LIST OF RECORDED DOCUMENTS: . !.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") AND SUPPLEMENTS. (1997) 2.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (2007) 3.CITY OF ENCINITAS GRADING AND EXCAVATION ORDINANCE. 4.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, (JULY, 1995). 5.STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (1990). 6.CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST / MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST "'`" vvVJJIII MANAGEMENT PRACTICES (BMP) MANUAL. ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR 1 REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER OR HIS _ ^ DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION. mil+ LEGEND SUBDIVISION BOUNDARY .............................. UNDERCUT LINE ...... ............................... LOT LINE ... ............................... CURB LINE .........., roc: .,.. ?r :........................ LOT NUMBER ..�. ............................. LT PAD ELEVATION .... ;, ........... P -213.0 EXISTING CONTOURS . .............................. • • .______11.70- - ----' PROPOSED FINISH CONTOURS .......................... 100 - EXISTING FINISH SURFACE ELEVATIONS 100.0 FS FINISH SURFACE ELEVATIONS ......................... 100.0 F5 FLOW LINE ELEVATION ............ X 100.0 FL TOP OF CURB ELEVATION ............................. 10[0.0 FINISH GRADE ELEVATION ......................•..•..• 100.0 TOP OF GRATE & FLOW LINE ELEVATION ................ 100.0 TG RCP STORM DRAIN ... ............ ... SDRSD..D -60, D -61 99.0 FL (SIZE PER PLAN /PROFILE) HDPE STORM DRAIN W/ NYLOPLAST DRAIN BASIN (D= 30 ").. a-e (SIZE PER PLAN /PROFILE) SEE NOTES 8-LOW a'°F 6" HDPE STORM DRAIN LATERAL (SEE SH.13 FOR TABLE).. Z TYPE F CATCH BASIN SDRSD..D- 7....... - �- -� - TYPE A CLEANOUT ..................SDRSD..D -9, D -11. - �t6?- TYPE B CURB INLET SDRSD..D- 2....... Ico a CONCRETE LUG ..................... SDRSD..D- 63...... V CUT SLOPE (2:1 MAXIMUM) ........................... - F Z _Y =Y- FILL SLOPE (2:1 MAXIMUM) .......................... TOP /BOTTOM OF SLOPE ............................... - - - - - - - cr CROSS GUTTER ..................... SDRSD..G- 12...... 0 (PER 10900 -I) BROW DITCH (COLORED TAN) .......... SDRSD..D- 75...... <= G= p�RR CUT AND FILL LINE .......... C -�� V -F :D DAYLIGHT LINE ...... ............................... -�`- -'I`- _ O EARTHEN SWALE ...... ............................... .r...f...�. cc EXISTING FENCE ..............._... _ EXISTING TREE .. ............................... ... J EASEMENT LINE ......,_ FLOW DIRECTION .............................. BIO -FENCE .......... ............................... 0 0 SILT -FENCE .......... ............................... -X -X RETAINING WALL (PER SDRSD C -1 TO C -8 OR STRUCTURAL DESIGN AS NOTED ON PLAN AND TEXTURED MASONRY BLOCK COLORED TAN) MONUMENT WALL (PER LANDSCAPE PLANS) ............... 9" X 9" SQUARE GRATE NDS #990 OR EQUIVALENT . - - (FOR ON LOT AREA DRAIN SYSTEM, BACK DRAINING LOTS) 12" X 12" ATRIUM GRATE NDS #1280 OR EQUIVALENT - - V(FOR USE WITHIN BROW WATER QUALITY SWAL OADSIDE SCALE AND /OR 4" ATRIUM GRATE NDS #76 OR EQUIVALENT . C (FOR USE WITHIN BROW DITCH AND /OR BEHIND RETAINING WALL, REFERENCE DETAIL SHEET 03) PVC AREA DRAIN PIPE ............................... (4" UNLESS OTHERWISE NOTED) STREET SURVEY MONUMENT ........... *M- 10............ Q (SEE NOTES PER FINAL MAP) AREA SUBJECT TO INITIAL EXCAVATION & SOIL DISPOSAL .. PER REMEDIAL EXCAVATION PLAN PREPARED BY GEOCON, INC DATED SEPTEMBER 2012. REFERENCE HAZARDOUS MATERIAL NOTE ON SHEET 2. ® SNEET k2 • /AEGtCE 3 41; -0 SHEET INDEX '�� 43 -45 °PRE[ /sECoi< S<liS, 416 -q$ a l°ffiG /SECr17�►G/A/Er SHEET #1: NOTES, VICINITY MAP & LEGEND SHEET #2: KEY MAP & NOTES SHr.S. +9 <$/ S r SHEETS #3: STREET SECTIONS & DETAILS P 5•V1g4A SHEETS #4 -10: ROUGH GRADING SHEETS 411 -12: EROSION CONTROL PLAN & "e o MODULAR WETLANDS DVERT DETAIL No. 47945 SHEETS #13 -14: STORM DRAIN PROFILES w Exp.12/31/13 SHEETS #15: STORM DRAIN LATERAL TABLE, DETAILS AND PHASING PLAN rq CIV11 SHEETS #16 -38: LANDSCAPE & IRRIGATION PLANS OF CAI! SHEETS #39: STRUCTURAL WALL DETAILS $HEST Ae`40: BaR /AL SHE._7 STORMWATER TREATMENT STATUS: SAN DIEGO COUNTY DEPT, ENVIR. HEALTH HUNSAKER ro PRIORITY PROJECT & ASSOCIATES SAN N D I E C O, INC C 4 TYPE OF TREATMENT: BIO- RETENTION & MODULAR WETLANDS mum I LIMITED ACCESS: YES I MAINTENANCE RESPONSIBILITY: ST��ET (HOA) 2!713- I/t 727-3 PLANNING 9707 Waples Street p MAINTENANCE AGREEMENT: DATE:- 2t. $, AS DOC. NO.0112°OW ENGINEERING San Diego, Ca 92121 MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER)�SK- °""'may �' 6 �3 SURVEYING PH(858)558 4500 FX(858)558-1414 p MAINTENANCE AGREEMENT: DATE: _, AS DOC, NO,11ff__ SIGN: DATE: z CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: p T p ey. 6 ENN Fr/V SAXONY ROAD, PUEBLA STREET QUAIL GARDENS DRIVE 1 0900 -G Date: y° CASE NO. 11 -115 TMDBMOD /B4 /DR /CDP /EIA SHEET 01 OF. I ` z FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS TO BEGINNING ANY WORK ON THIS PROJECT.(760)- 633 -2770 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 122.5c6 A.C. : PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN IMPERVIOUS AREA AFTER CONSTRUCTION7��geA.C. J ' INSTALLED. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. NET DECREASE IN IMPERVIOUS AREA: ..ojS A. C. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK QUANTITIES SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL - VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY RETAINING WALL NOTES " THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE 1. RETAINING WALL ELEVATIONS MAY VARY BASED ON FIELD CONDITIONS. CUT: 243,655 C.Y. (RAW CUT: 106,866 C.Y.) PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION. FILL: 230,809 C.Y. (RAW FILL: 84,994 C.Y.) SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 2. ALL WALLS WILL HAVE SUBDRAIN PER SOILS ENGINEER RECOMMENDATIONS. EXPORT: 12,846 C.Y.* SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 3. WALL MATERIAL AND COLOR SHALL PER ENGINEER OF TEXTURED MASONRY OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPORT QUANTITY INCLUDES 10,400 C.Y. CONTAMINATED SOIL REMOVAL. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE BLOCK (SPLIT FACED "BLOCK). THE WALL MATERIAL, INCLUDING ANY WITH SPECIFICATIONS. tf EXPOSED GROUT, SHALL BE COLORED SIMILARLY TO THE NATURAL SOIL ON SC NOTE: GRADING QUANTITIES ARE ESTIMATED FOR BONDING PURPOSES ONLY 0 R C 2 AND ARE NOT TO BE USED FOR FINAL PAYMENT QUANTITIES. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE T $TDRA4wATEQ 77 pEATMENTSTArv:s MOOULAR UlFrLAwas 1106' 06EHMAZNf.4tVED 6Y PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR BUILDING PERMIT NOTE: PRIOR TO ISSUANCE OF BUILDING PERMITS FOR EXCAVATION AND EMBANKMENTS,SHALL BE SHAPED,PLANTED,AND TRIMMED AS /DR /Ty PRCl1EGT U91A PCK 00[.3013- oil i931 OW 1 -20-1� UTURE HOMES ON EACH LOT, A PRECISE GRADING PLAN SHOWING THE BUILDING DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OOTPRINTS, FLATWORK, DRAINAGE AND PRIORITY STORM WATER POLLUTION CONDITION. ALL STONES, ROOTS,AND. rOTHER WASTE MATTER EXPOSED 0 rym 01 TRLrAT�16VT,B/O- RErEN7 /oN oMLO7 QSORETrArri6m ismscA/s to 6!s MI UffASA/EC BY EACH HO/NEOwVSA ONTREV IMPS SHALL BE SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT EXCAVATION OR EMBANKMENT SLOPE -6 WHICH ARE LIABLE TO BECOME (- IM /TED<1CCC-SS YES REA COIL. lO /S•OV21f310 ON -E-1$ /f Bp'( OR REVIEW AND APPROVAL. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP NA ALL MA/A/78A/ANCE RE5R2t/S /B/L /7Y.' HOME 5NALL OEM LAIR 4910 AA16Aff tmo ay SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. OWNeli N&A./ER6OC -. 261-r -OV3 3'01 ON S.lE -/' S.D.W.D. NO: W11 -140 PUBLIC WORKS ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER DIST. PERMITS: REVIEWED BY: I REVIEWED BY: I Ay/ f 3 t3 Zoc DATE: BY: DATE: Vu r.v. Z'. 1,7 -r0- vF5.>R - - - - [it ' N1 FFSITE IMPROVEMENT PLAN DD re. SHT546 4$ REV, ENT$ M.M 2 1 ONSITE IMPROVEMENT PLAN 1 - I (11 I IA II CADnCAIC CG1 A I G7n R: \0530 \ &Eng \Rough Grading Plan\ 0530- RG- 01.dwg0Jan -04- 2013:08:2. 7 REV. W,q•g,- 914.6 ..47 Mfy�,yj 0 6411 19 AS-o L-r, PH -In aver 7 PHASE 5 �y ,y 4 -5 I b As -pm r i-ms 2'1 9 As•BUCLr PHASE 7,3-7 '25 l(P /AS -ZOILT LOTS f15-eUlL.r FWASt 8, 8 -18 b- -(b AS -BUILT �J AS- Bvr�TP�lASS 4;10/,15,21 -7-f Ob it16 _.n1 / I DATE. BY. DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn B . Ch PT DR /CDP PERMIT NO. 11 -115 TENTATIVE MAP N0, 11 -115 NO. 1026 (ENC -26) OF CITY OF ENCINITAS J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. - SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC /�/ Plans Pr Or d Un er SU erVISlO Of IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING N/A X ®. // Date // //�3. J LOT ON S SIDE SAXONY PLACE 200 Fr W OF VcrtiCal _ITAA, SAXONY ELV.=*189' (NAVD'88) N/A AUSA S. VIALPAN 0 R.C.E. No. 47945 Ib -2o a\ • ATI . 374 Gq -r /O- // 9? OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAI ED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE 0 ECOMP ION AND STABILITY OF THE SITE. SIGNED: �� --� SHEA HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 SOILS ENGINEER CERTIFICATE I, TREVOR MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY LEIGHTON AND ASSOCIATES, INC. IN FEB. 2007. ONE COMPLETE COPY THE SOILS REPORT COMPILED FROM THIS STUDY "GEOTECHNICAL INVESTIAGTION, PROPOSED RESIDENTIAL DEVELOPMENT, BAHLMANN PROPERTY , ENCINITAS CALIFORNIA" AND AN UPDATED LETTER DATED MAY 25,2011 BY GEOCON INC., HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE , I HAVE REVIEWED THESE GRADING PLANS & UPDATE LETTER AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: I /' 1 A: R.C.E. No. 63773 / v�1L POFESS /0 EXP. DATE: 09/30/2014 FE �tytgl�2 PROJECT NO.: G1362 -32 -01 ~ 2 9 G1 GEOCON INCORPORATED �NO.RCE83773N m 6960 FLANDERS DRIVE y Lu rn SAN DIEGO, CA 92121 (858) 558 -6900 iy ClV11 P ��CRLT� WDID /NOI CERTIFICATE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE SWRCB, A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. WDID p 01 31C $105 3810 SIGNED:; _ JO N VANCE DATE SHEA HOMES LIMITED PARTNERSHIP A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS- NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NL:?LIGENT 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 .WITHIN OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED ::t R.C.E. NO. 47945 EXP. DATE: 12/31/2013 HUNSAKER & ASSOCIATES SAN DIEGO, 9707 WAPLES STREET SAN DIEGO, CA. 92121 (858) 558 -4500 REVIEWED 06 * *H0PE STORM L34A/AIN0TE-S : L HDPE PIPE: DOM LE WALL WlrV SAII007R /N7E7Z 10R 2.NGPEP 1PE.' $uPP6Rr5 H - -7-S LOADS 3.N.YLOPLASr LRAiN liASIAN : W</6N PLACER W /T/! /N A D,p/VEABGE A1RSA INSTALL A CONCRETE COLLAR AR6MVp DLCCT /LE IRON A1A,VH61_E FRAME Foe TRAFF /G 40ADi1/G PER MiLY[IFACTG/RER SpAtCS. TO "NYLOPLAST DETA /L T /-TEED DRA/NBAS /N, ,4VL 1NE DRA /N_ RDA1>- y /yy/AYAy (A/ -,LG 7, JIFF /G LOAD) ASPHALT 11VSTAI L GA r16,v FOR MORE INFDAAIA T /aN. By: /1/ I • /V ' a1/� MASIH MAHI Date: 3/ 1 q 113 WORK TO BE DONE THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE LATEST EDITION OF THE FOLLOWING LIST OF RECORDED DOCUMENTS: . !.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") AND SUPPLEMENTS. (1997) 2.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (2007) 3.CITY OF ENCINITAS GRADING AND EXCAVATION ORDINANCE. 4.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, (JULY, 1995). 5.STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (1990). 6.CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST / MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST "'`" vvVJJIII MANAGEMENT PRACTICES (BMP) MANUAL. ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR 1 REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER OR HIS _ ^ DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION. mil+ LEGEND SUBDIVISION BOUNDARY .............................. UNDERCUT LINE ...... ............................... LOT LINE ... ............................... CURB LINE .........., roc: .,.. ?r :........................ LOT NUMBER ..�. ............................. LT PAD ELEVATION .... ;, ........... P -213.0 EXISTING CONTOURS . .............................. • • .______11.70- - ----' PROPOSED FINISH CONTOURS .......................... 100 - EXISTING FINISH SURFACE ELEVATIONS 100.0 FS FINISH SURFACE ELEVATIONS ......................... 100.0 F5 FLOW LINE ELEVATION ............ X 100.0 FL TOP OF CURB ELEVATION ............................. 10[0.0 FINISH GRADE ELEVATION ......................•..•..• 100.0 TOP OF GRATE & FLOW LINE ELEVATION ................ 100.0 TG RCP STORM DRAIN ... ............ ... SDRSD..D -60, D -61 99.0 FL (SIZE PER PLAN /PROFILE) HDPE STORM DRAIN W/ NYLOPLAST DRAIN BASIN (D= 30 ").. a-e (SIZE PER PLAN /PROFILE) SEE NOTES 8-LOW a'°F 6" HDPE STORM DRAIN LATERAL (SEE SH.13 FOR TABLE).. Z TYPE F CATCH BASIN SDRSD..D- 7....... - �- -� - TYPE A CLEANOUT ..................SDRSD..D -9, D -11. - �t6?- TYPE B CURB INLET SDRSD..D- 2....... Ico a CONCRETE LUG ..................... SDRSD..D- 63...... V CUT SLOPE (2:1 MAXIMUM) ........................... - F Z _Y =Y- FILL SLOPE (2:1 MAXIMUM) .......................... TOP /BOTTOM OF SLOPE ............................... - - - - - - - cr CROSS GUTTER ..................... SDRSD..G- 12...... 0 (PER 10900 -I) BROW DITCH (COLORED TAN) .......... SDRSD..D- 75...... <= G= p�RR CUT AND FILL LINE .......... C -�� V -F :D DAYLIGHT LINE ...... ............................... -�`- -'I`- _ O EARTHEN SWALE ...... ............................... .r...f...�. cc EXISTING FENCE ..............._... _ EXISTING TREE .. ............................... ... J EASEMENT LINE ......,_ FLOW DIRECTION .............................. BIO -FENCE .......... ............................... 0 0 SILT -FENCE .......... ............................... -X -X RETAINING WALL (PER SDRSD C -1 TO C -8 OR STRUCTURAL DESIGN AS NOTED ON PLAN AND TEXTURED MASONRY BLOCK COLORED TAN) MONUMENT WALL (PER LANDSCAPE PLANS) ............... 9" X 9" SQUARE GRATE NDS #990 OR EQUIVALENT . - - (FOR ON LOT AREA DRAIN SYSTEM, BACK DRAINING LOTS) 12" X 12" ATRIUM GRATE NDS #1280 OR EQUIVALENT - - V(FOR USE WITHIN BROW WATER QUALITY SWAL OADSIDE SCALE AND /OR 4" ATRIUM GRATE NDS #76 OR EQUIVALENT . C (FOR USE WITHIN BROW DITCH AND /OR BEHIND RETAINING WALL, REFERENCE DETAIL SHEET 03) PVC AREA DRAIN PIPE ............................... (4" UNLESS OTHERWISE NOTED) STREET SURVEY MONUMENT ........... *M- 10............ Q (SEE NOTES PER FINAL MAP) AREA SUBJECT TO INITIAL EXCAVATION & SOIL DISPOSAL .. PER REMEDIAL EXCAVATION PLAN PREPARED BY GEOCON, INC DATED SEPTEMBER 2012. REFERENCE HAZARDOUS MATERIAL NOTE ON SHEET 2. ® SNEET k2 • /AEGtCE 3 41; -0 SHEET INDEX '�� 43 -45 °PRE[ /sECoi< S<liS, 416 -q$ a l°ffiG /SECr17�►G/A/Er SHEET #1: NOTES, VICINITY MAP & LEGEND SHEET #2: KEY MAP & NOTES SHr.S. +9 <$/ S r SHEETS #3: STREET SECTIONS & DETAILS P 5•V1g4A SHEETS #4 -10: ROUGH GRADING SHEETS 411 -12: EROSION CONTROL PLAN & "e o MODULAR WETLANDS DVERT DETAIL No. 47945 SHEETS #13 -14: STORM DRAIN PROFILES w Exp.12/31/13 SHEETS #15: STORM DRAIN LATERAL TABLE, DETAILS AND PHASING PLAN rq CIV11 SHEETS #16 -38: LANDSCAPE & IRRIGATION PLANS OF CAI! SHEETS #39: STRUCTURAL WALL DETAILS $HEST Ae`40: BaR /AL SHE._7 STORMWATER TREATMENT STATUS: SAN DIEGO COUNTY DEPT, ENVIR. HEALTH HUNSAKER ro PRIORITY PROJECT & ASSOCIATES SAN N D I E C O, INC C 4 TYPE OF TREATMENT: BIO- RETENTION & MODULAR WETLANDS mum I LIMITED ACCESS: YES I MAINTENANCE RESPONSIBILITY: ST��ET (HOA) 2!713- I/t 727-3 PLANNING 9707 Waples Street p MAINTENANCE AGREEMENT: DATE:- 2t. $, AS DOC. NO.0112°OW ENGINEERING San Diego, Ca 92121 MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER)�SK- °""'may �' 6 �3 SURVEYING PH(858)558 4500 FX(858)558-1414 p MAINTENANCE AGREEMENT: DATE: _, AS DOC, NO,11ff__ SIGN: DATE: z CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: p T p ey. 6 ENN Fr/V SAXONY ROAD, PUEBLA STREET QUAIL GARDENS DRIVE 1 0900 -G Date: y° CASE NO. 11 -115 TMDBMOD /B4 /DR /CDP /EIA SHEET 01 OF. I ` z I Ay/ f 3 t3 Zoc DATE: BY: DATE: Vu r.v. Z'. 1,7 -r0- vF5.>R - - - - [it ' N1 FFSITE IMPROVEMENT PLAN DD re. SHT546 4$ REV, ENT$ M.M 2 1 ONSITE IMPROVEMENT PLAN 1 - I (11 I IA II CADnCAIC CG1 A I G7n R: \0530 \ &Eng \Rough Grading Plan\ 0530- RG- 01.dwg0Jan -04- 2013:08:2. 7 REV. W,q•g,- 914.6 ..47 Mfy�,yj 0 6411 19 AS-o L-r, PH -In aver 7 PHASE 5 �y ,y 4 -5 I b As -pm r i-ms 2'1 9 As•BUCLr PHASE 7,3-7 '25 l(P /AS -ZOILT LOTS f15-eUlL.r FWASt 8, 8 -18 b- -(b AS -BUILT �J AS- Bvr�TP�lASS 4;10/,15,21 -7-f Ob it16 _.n1 / I DATE. BY. DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn B . Ch PT DR /CDP PERMIT NO. 11 -115 TENTATIVE MAP N0, 11 -115 NO. 1026 (ENC -26) OF CITY OF ENCINITAS J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. - SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC /�/ Plans Pr Or d Un er SU erVISlO Of IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING N/A X ®. // Date // //�3. J LOT ON S SIDE SAXONY PLACE 200 Fr W OF VcrtiCal _ITAA, SAXONY ELV.=*189' (NAVD'88) N/A AUSA S. VIALPAN 0 R.C.E. No. 47945 Ib -2o a\ • ATI . 374 Gq -r /O- // 9? OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAI ED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE 0 ECOMP ION AND STABILITY OF THE SITE. SIGNED: �� --� SHEA HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 SOILS ENGINEER CERTIFICATE I, TREVOR MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY LEIGHTON AND ASSOCIATES, INC. IN FEB. 2007. ONE COMPLETE COPY THE SOILS REPORT COMPILED FROM THIS STUDY "GEOTECHNICAL INVESTIAGTION, PROPOSED RESIDENTIAL DEVELOPMENT, BAHLMANN PROPERTY , ENCINITAS CALIFORNIA" AND AN UPDATED LETTER DATED MAY 25,2011 BY GEOCON INC., HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE , I HAVE REVIEWED THESE GRADING PLANS & UPDATE LETTER AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: I /' 1 A: R.C.E. No. 63773 / v�1L POFESS /0 EXP. DATE: 09/30/2014 FE �tytgl�2 PROJECT NO.: G1362 -32 -01 ~ 2 9 G1 GEOCON INCORPORATED �NO.RCE83773N m 6960 FLANDERS DRIVE y Lu rn SAN DIEGO, CA 92121 (858) 558 -6900 iy ClV11 P ��CRLT� WDID /NOI CERTIFICATE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE SWRCB, A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. WDID p 01 31C $105 3810 SIGNED:; _ JO N VANCE DATE SHEA HOMES LIMITED PARTNERSHIP A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS- NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NL:?LIGENT 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 .WITHIN OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED ::t R.C.E. NO. 47945 EXP. DATE: 12/31/2013 HUNSAKER & ASSOCIATES SAN DIEGO, 9707 WAPLES STREET SAN DIEGO, CA. 92121 (858) 558 -4500 REVIEWED 06 * *H0PE STORM L34A/AIN0TE-S : L HDPE PIPE: DOM LE WALL WlrV SAII007R /N7E7Z 10R 2.NGPEP 1PE.' $uPP6Rr5 H - -7-S LOADS 3.N.YLOPLASr LRAiN liASIAN : W</6N PLACER W /T/! /N A D,p/VEABGE A1RSA INSTALL A CONCRETE COLLAR AR6MVp DLCCT /LE IRON A1A,VH61_E FRAME Foe TRAFF /G 40ADi1/G PER MiLY[IFACTG/RER SpAtCS. TO "NYLOPLAST DETA /L T /-TEED DRA/NBAS /N, ,4VL 1NE DRA /N_ RDA1>- y /yy/AYAy (A/ -,LG 7, JIFF /G LOAD) ASPHALT 11VSTAI L GA r16,v FOR MORE INFDAAIA T /aN. By: /1/ I • /V ' a1/� MASIH MAHI Date: 3/ 1 q 113 WORK TO BE DONE THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE LATEST EDITION OF THE FOLLOWING LIST OF RECORDED DOCUMENTS: . !.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") AND SUPPLEMENTS. (1997) 2.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (2007) 3.CITY OF ENCINITAS GRADING AND EXCAVATION ORDINANCE. 4.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, (JULY, 1995). 5.STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (1990). 6.CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST / MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST "'`" vvVJJIII MANAGEMENT PRACTICES (BMP) MANUAL. ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR 1 REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER OR HIS _ ^ DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION. mil+ LEGEND SUBDIVISION BOUNDARY .............................. UNDERCUT LINE ...... ............................... LOT LINE ... ............................... CURB LINE .........., roc: .,.. ?r :........................ LOT NUMBER ..�. ............................. LT PAD ELEVATION .... ;, ........... P -213.0 EXISTING CONTOURS . .............................. • • .______11.70- - ----' PROPOSED FINISH CONTOURS .......................... 100 - EXISTING FINISH SURFACE ELEVATIONS 100.0 FS FINISH SURFACE ELEVATIONS ......................... 100.0 F5 FLOW LINE ELEVATION ............ X 100.0 FL TOP OF CURB ELEVATION ............................. 10[0.0 FINISH GRADE ELEVATION ......................•..•..• 100.0 TOP OF GRATE & FLOW LINE ELEVATION ................ 100.0 TG RCP STORM DRAIN ... ............ ... SDRSD..D -60, D -61 99.0 FL (SIZE PER PLAN /PROFILE) HDPE STORM DRAIN W/ NYLOPLAST DRAIN BASIN (D= 30 ").. a-e (SIZE PER PLAN /PROFILE) SEE NOTES 8-LOW a'°F 6" HDPE STORM DRAIN LATERAL (SEE SH.13 FOR TABLE).. Z TYPE F CATCH BASIN SDRSD..D- 7....... - �- -� - TYPE A CLEANOUT ..................SDRSD..D -9, D -11. - �t6?- TYPE B CURB INLET SDRSD..D- 2....... Ico a CONCRETE LUG ..................... SDRSD..D- 63...... V CUT SLOPE (2:1 MAXIMUM) ........................... - F Z _Y =Y- FILL SLOPE (2:1 MAXIMUM) .......................... TOP /BOTTOM OF SLOPE ............................... - - - - - - - cr CROSS GUTTER ..................... SDRSD..G- 12...... 0 (PER 10900 -I) BROW DITCH (COLORED TAN) .......... SDRSD..D- 75...... <= G= p�RR CUT AND FILL LINE .......... C -�� V -F :D DAYLIGHT LINE ...... ............................... -�`- -'I`- _ O EARTHEN SWALE ...... ............................... .r...f...�. cc EXISTING FENCE ..............._... _ EXISTING TREE .. ............................... ... J EASEMENT LINE ......,_ FLOW DIRECTION .............................. BIO -FENCE .......... ............................... 0 0 SILT -FENCE .......... ............................... -X -X RETAINING WALL (PER SDRSD C -1 TO C -8 OR STRUCTURAL DESIGN AS NOTED ON PLAN AND TEXTURED MASONRY BLOCK COLORED TAN) MONUMENT WALL (PER LANDSCAPE PLANS) ............... 9" X 9" SQUARE GRATE NDS #990 OR EQUIVALENT . - - (FOR ON LOT AREA DRAIN SYSTEM, BACK DRAINING LOTS) 12" X 12" ATRIUM GRATE NDS #1280 OR EQUIVALENT - - V(FOR USE WITHIN BROW WATER QUALITY SWAL OADSIDE SCALE AND /OR 4" ATRIUM GRATE NDS #76 OR EQUIVALENT . C (FOR USE WITHIN BROW DITCH AND /OR BEHIND RETAINING WALL, REFERENCE DETAIL SHEET 03) PVC AREA DRAIN PIPE ............................... (4" UNLESS OTHERWISE NOTED) STREET SURVEY MONUMENT ........... *M- 10............ Q (SEE NOTES PER FINAL MAP) AREA SUBJECT TO INITIAL EXCAVATION & SOIL DISPOSAL .. PER REMEDIAL EXCAVATION PLAN PREPARED BY GEOCON, INC DATED SEPTEMBER 2012. REFERENCE HAZARDOUS MATERIAL NOTE ON SHEET 2. ® SNEET k2 • /AEGtCE 3 41; -0 SHEET INDEX '�� 43 -45 °PRE[ /sECoi< S<liS, 416 -q$ a l°ffiG /SECr17�►G/A/Er SHEET #1: NOTES, VICINITY MAP & LEGEND SHEET #2: KEY MAP & NOTES SHr.S. +9 <$/ S r SHEETS #3: STREET SECTIONS & DETAILS P 5•V1g4A SHEETS #4 -10: ROUGH GRADING SHEETS 411 -12: EROSION CONTROL PLAN & "e o MODULAR WETLANDS DVERT DETAIL No. 47945 SHEETS #13 -14: STORM DRAIN PROFILES w Exp.12/31/13 SHEETS #15: STORM DRAIN LATERAL TABLE, DETAILS AND PHASING PLAN rq CIV11 SHEETS #16 -38: LANDSCAPE & IRRIGATION PLANS OF CAI! SHEETS #39: STRUCTURAL WALL DETAILS $HEST Ae`40: BaR /AL SHE._7 STORMWATER TREATMENT STATUS: SAN DIEGO COUNTY DEPT, ENVIR. HEALTH HUNSAKER ro PRIORITY PROJECT & ASSOCIATES SAN N D I E C O, INC C 4 TYPE OF TREATMENT: BIO- RETENTION & MODULAR WETLANDS mum I LIMITED ACCESS: YES I MAINTENANCE RESPONSIBILITY: ST��ET (HOA) 2!713- I/t 727-3 PLANNING 9707 Waples Street p MAINTENANCE AGREEMENT: DATE:- 2t. $, AS DOC. NO.0112°OW ENGINEERING San Diego, Ca 92121 MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER)�SK- °""'may �' 6 �3 SURVEYING PH(858)558 4500 FX(858)558-1414 p MAINTENANCE AGREEMENT: DATE: _, AS DOC, NO,11ff__ SIGN: DATE: z CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: p T p ey. 6 ENN Fr/V SAXONY ROAD, PUEBLA STREET QUAIL GARDENS DRIVE 1 0900 -G Date: y° CASE NO. 11 -115 TMDBMOD /B4 /DR /CDP /EIA SHEET 01 OF. I ` z 374 Gq -r /O- // 9? OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAI ED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE 0 ECOMP ION AND STABILITY OF THE SITE. SIGNED: �� --� SHEA HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 SOILS ENGINEER CERTIFICATE I, TREVOR MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY LEIGHTON AND ASSOCIATES, INC. IN FEB. 2007. ONE COMPLETE COPY THE SOILS REPORT COMPILED FROM THIS STUDY "GEOTECHNICAL INVESTIAGTION, PROPOSED RESIDENTIAL DEVELOPMENT, BAHLMANN PROPERTY , ENCINITAS CALIFORNIA" AND AN UPDATED LETTER DATED MAY 25,2011 BY GEOCON INC., HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE , I HAVE REVIEWED THESE GRADING PLANS & UPDATE LETTER AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: I /' 1 A: R.C.E. No. 63773 / v�1L POFESS /0 EXP. DATE: 09/30/2014 FE �tytgl�2 PROJECT NO.: G1362 -32 -01 ~ 2 9 G1 GEOCON INCORPORATED �NO.RCE83773N m 6960 FLANDERS DRIVE y Lu rn SAN DIEGO, CA 92121 (858) 558 -6900 iy ClV11 P ��CRLT� WDID /NOI CERTIFICATE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE SWRCB, A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. WDID p 01 31C $105 3810 SIGNED:; _ JO N VANCE DATE SHEA HOMES LIMITED PARTNERSHIP A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS- NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NL:?LIGENT 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 .WITHIN OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED ::t R.C.E. NO. 47945 EXP. DATE: 12/31/2013 HUNSAKER & ASSOCIATES SAN DIEGO, 9707 WAPLES STREET SAN DIEGO, CA. 92121 (858) 558 -4500 REVIEWED 06 * *H0PE STORM L34A/AIN0TE-S : L HDPE PIPE: DOM LE WALL WlrV SAII007R /N7E7Z 10R 2.NGPEP 1PE.' $uPP6Rr5 H - -7-S LOADS 3.N.YLOPLASr LRAiN liASIAN : W</6N PLACER W /T/! /N A D,p/VEABGE A1RSA INSTALL A CONCRETE COLLAR AR6MVp DLCCT /LE IRON A1A,VH61_E FRAME Foe TRAFF /G 40ADi1/G PER MiLY[IFACTG/RER SpAtCS. TO "NYLOPLAST DETA /L T /-TEED DRA/NBAS /N, ,4VL 1NE DRA /N_ RDA1>- y /yy/AYAy (A/ -,LG 7, JIFF /G LOAD) ASPHALT 11VSTAI L GA r16,v FOR MORE INFDAAIA T /aN. By: /1/ I • /V ' a1/� MASIH MAHI Date: 3/ 1 q 113 WORK TO BE DONE THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE LATEST EDITION OF THE FOLLOWING LIST OF RECORDED DOCUMENTS: . !.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") AND SUPPLEMENTS. (1997) 2.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (2007) 3.CITY OF ENCINITAS GRADING AND EXCAVATION ORDINANCE. 4.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, (JULY, 1995). 5.STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (1990). 6.CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST / MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST "'`" vvVJJIII MANAGEMENT PRACTICES (BMP) MANUAL. ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR 1 REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER OR HIS _ ^ DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION. mil+ LEGEND SUBDIVISION BOUNDARY .............................. UNDERCUT LINE ...... ............................... LOT LINE ... ............................... CURB LINE .........., roc: .,.. ?r :........................ LOT NUMBER ..�. ............................. LT PAD ELEVATION .... ;, ........... P -213.0 EXISTING CONTOURS . .............................. • • .______11.70- - ----' PROPOSED FINISH CONTOURS .......................... 100 - EXISTING FINISH SURFACE ELEVATIONS 100.0 FS FINISH SURFACE ELEVATIONS ......................... 100.0 F5 FLOW LINE ELEVATION ............ X 100.0 FL TOP OF CURB ELEVATION ............................. 10[0.0 FINISH GRADE ELEVATION ......................•..•..• 100.0 TOP OF GRATE & FLOW LINE ELEVATION ................ 100.0 TG RCP STORM DRAIN ... ............ ... SDRSD..D -60, D -61 99.0 FL (SIZE PER PLAN /PROFILE) HDPE STORM DRAIN W/ NYLOPLAST DRAIN BASIN (D= 30 ").. a-e (SIZE PER PLAN /PROFILE) SEE NOTES 8-LOW a'°F 6" HDPE STORM DRAIN LATERAL (SEE SH.13 FOR TABLE).. Z TYPE F CATCH BASIN SDRSD..D- 7....... - �- -� - TYPE A CLEANOUT ..................SDRSD..D -9, D -11. - �t6?- TYPE B CURB INLET SDRSD..D- 2....... Ico a CONCRETE LUG ..................... SDRSD..D- 63...... V CUT SLOPE (2:1 MAXIMUM) ........................... - F Z _Y =Y- FILL SLOPE (2:1 MAXIMUM) .......................... TOP /BOTTOM OF SLOPE ............................... - - - - - - - cr CROSS GUTTER ..................... SDRSD..G- 12...... 0 (PER 10900 -I) BROW DITCH (COLORED TAN) .......... SDRSD..D- 75...... <= G= p�RR CUT AND FILL LINE .......... C -�� V -F :D DAYLIGHT LINE ...... ............................... -�`- -'I`- _ O EARTHEN SWALE ...... ............................... .r...f...�. cc EXISTING FENCE ..............._... _ EXISTING TREE .. ............................... ... J EASEMENT LINE ......,_ FLOW DIRECTION .............................. BIO -FENCE .......... ............................... 0 0 SILT -FENCE .......... ............................... -X -X RETAINING WALL (PER SDRSD C -1 TO C -8 OR STRUCTURAL DESIGN AS NOTED ON PLAN AND TEXTURED MASONRY BLOCK COLORED TAN) MONUMENT WALL (PER LANDSCAPE PLANS) ............... 9" X 9" SQUARE GRATE NDS #990 OR EQUIVALENT . - - (FOR ON LOT AREA DRAIN SYSTEM, BACK DRAINING LOTS) 12" X 12" ATRIUM GRATE NDS #1280 OR EQUIVALENT - - V(FOR USE WITHIN BROW WATER QUALITY SWAL OADSIDE SCALE AND /OR 4" ATRIUM GRATE NDS #76 OR EQUIVALENT . C (FOR USE WITHIN BROW DITCH AND /OR BEHIND RETAINING WALL, REFERENCE DETAIL SHEET 03) PVC AREA DRAIN PIPE ............................... (4" UNLESS OTHERWISE NOTED) STREET SURVEY MONUMENT ........... *M- 10............ Q (SEE NOTES PER FINAL MAP) AREA SUBJECT TO INITIAL EXCAVATION & SOIL DISPOSAL .. PER REMEDIAL EXCAVATION PLAN PREPARED BY GEOCON, INC DATED SEPTEMBER 2012. REFERENCE HAZARDOUS MATERIAL NOTE ON SHEET 2. ® SNEET k2 • /AEGtCE 3 41; -0 SHEET INDEX '�� 43 -45 °PRE[ /sECoi< S<liS, 416 -q$ a l°ffiG /SECr17�►G/A/Er SHEET #1: NOTES, VICINITY MAP & LEGEND SHEET #2: KEY MAP & NOTES SHr.S. +9 <$/ S r SHEETS #3: STREET SECTIONS & DETAILS P 5•V1g4A SHEETS #4 -10: ROUGH GRADING SHEETS 411 -12: EROSION CONTROL PLAN & "e o MODULAR WETLANDS DVERT DETAIL No. 47945 SHEETS #13 -14: STORM DRAIN PROFILES w Exp.12/31/13 SHEETS #15: STORM DRAIN LATERAL TABLE, DETAILS AND PHASING PLAN rq CIV11 SHEETS #16 -38: LANDSCAPE & IRRIGATION PLANS OF CAI! SHEETS #39: STRUCTURAL WALL DETAILS $HEST Ae`40: BaR /AL SHE._7 STORMWATER TREATMENT STATUS: SAN DIEGO COUNTY DEPT, ENVIR. HEALTH HUNSAKER ro PRIORITY PROJECT & ASSOCIATES SAN N D I E C O, INC C 4 TYPE OF TREATMENT: BIO- RETENTION & MODULAR WETLANDS mum I LIMITED ACCESS: YES I MAINTENANCE RESPONSIBILITY: ST��ET (HOA) 2!713- I/t 727-3 PLANNING 9707 Waples Street p MAINTENANCE AGREEMENT: DATE:- 2t. $, AS DOC. NO.0112°OW ENGINEERING San Diego, Ca 92121 MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER)�SK- °""'may �' 6 �3 SURVEYING PH(858)558 4500 FX(858)558-1414 p MAINTENANCE AGREEMENT: DATE: _, AS DOC, NO,11ff__ SIGN: DATE: z CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: p T p ey. 6 ENN Fr/V SAXONY ROAD, PUEBLA STREET QUAIL GARDENS DRIVE 1 0900 -G Date: y° CASE NO. 11 -115 TMDBMOD /B4 /DR /CDP /EIA SHEET 01 OF. I ` z WDID p 01 31C $105 3810 SIGNED:; _ JO N VANCE DATE SHEA HOMES LIMITED PARTNERSHIP A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS- NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NL:?LIGENT 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 .WITHIN OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED ::t R.C.E. NO. 47945 EXP. DATE: 12/31/2013 HUNSAKER & ASSOCIATES SAN DIEGO, 9707 WAPLES STREET SAN DIEGO, CA. 92121 (858) 558 -4500 REVIEWED 06 * *H0PE STORM L34A/AIN0TE-S : L HDPE PIPE: DOM LE WALL WlrV SAII007R /N7E7Z 10R 2.NGPEP 1PE.' $uPP6Rr5 H - -7-S LOADS 3.N.YLOPLASr LRAiN liASIAN : W</6N PLACER W /T/! /N A D,p/VEABGE A1RSA INSTALL A CONCRETE COLLAR AR6MVp DLCCT /LE IRON A1A,VH61_E FRAME Foe TRAFF /G 40ADi1/G PER MiLY[IFACTG/RER SpAtCS. TO "NYLOPLAST DETA /L T /-TEED DRA/NBAS /N, ,4VL 1NE DRA /N_ RDA1>- y /yy/AYAy (A/ -,LG 7, JIFF /G LOAD) ASPHALT 11VSTAI L GA r16,v FOR MORE INFDAAIA T /aN. By: /1/ I • /V ' a1/� MASIH MAHI Date: 3/ 1 q 113 WORK TO BE DONE THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE LATEST EDITION OF THE FOLLOWING LIST OF RECORDED DOCUMENTS: . !.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") AND SUPPLEMENTS. (1997) 2.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (2007) 3.CITY OF ENCINITAS GRADING AND EXCAVATION ORDINANCE. 4.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, (JULY, 1995). 5.STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (1990). 6.CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST / MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST "'`" vvVJJIII MANAGEMENT PRACTICES (BMP) MANUAL. ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR 1 REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER OR HIS _ ^ DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION. mil+ LEGEND SUBDIVISION BOUNDARY .............................. UNDERCUT LINE ...... ............................... LOT LINE ... ............................... CURB LINE .........., roc: .,.. ?r :........................ LOT NUMBER ..�. ............................. LT PAD ELEVATION .... ;, ........... P -213.0 EXISTING CONTOURS . .............................. • • .______11.70- - ----' PROPOSED FINISH CONTOURS .......................... 100 - EXISTING FINISH SURFACE ELEVATIONS 100.0 FS FINISH SURFACE ELEVATIONS ......................... 100.0 F5 FLOW LINE ELEVATION ............ X 100.0 FL TOP OF CURB ELEVATION ............................. 10[0.0 FINISH GRADE ELEVATION ......................•..•..• 100.0 TOP OF GRATE & FLOW LINE ELEVATION ................ 100.0 TG RCP STORM DRAIN ... ............ ... SDRSD..D -60, D -61 99.0 FL (SIZE PER PLAN /PROFILE) HDPE STORM DRAIN W/ NYLOPLAST DRAIN BASIN (D= 30 ").. a-e (SIZE PER PLAN /PROFILE) SEE NOTES 8-LOW a'°F 6" HDPE STORM DRAIN LATERAL (SEE SH.13 FOR TABLE).. Z TYPE F CATCH BASIN SDRSD..D- 7....... - �- -� - TYPE A CLEANOUT ..................SDRSD..D -9, D -11. - �t6?- TYPE B CURB INLET SDRSD..D- 2....... Ico a CONCRETE LUG ..................... SDRSD..D- 63...... V CUT SLOPE (2:1 MAXIMUM) ........................... - F Z _Y =Y- FILL SLOPE (2:1 MAXIMUM) .......................... TOP /BOTTOM OF SLOPE ............................... - - - - - - - cr CROSS GUTTER ..................... SDRSD..G- 12...... 0 (PER 10900 -I) BROW DITCH (COLORED TAN) .......... SDRSD..D- 75...... <= G= p�RR CUT AND FILL LINE .......... C -�� V -F :D DAYLIGHT LINE ...... ............................... -�`- -'I`- _ O EARTHEN SWALE ...... ............................... .r...f...�. cc EXISTING FENCE ..............._... _ EXISTING TREE .. ............................... ... J EASEMENT LINE ......,_ FLOW DIRECTION .............................. BIO -FENCE .......... ............................... 0 0 SILT -FENCE .......... ............................... -X -X RETAINING WALL (PER SDRSD C -1 TO C -8 OR STRUCTURAL DESIGN AS NOTED ON PLAN AND TEXTURED MASONRY BLOCK COLORED TAN) MONUMENT WALL (PER LANDSCAPE PLANS) ............... 9" X 9" SQUARE GRATE NDS #990 OR EQUIVALENT . - - (FOR ON LOT AREA DRAIN SYSTEM, BACK DRAINING LOTS) 12" X 12" ATRIUM GRATE NDS #1280 OR EQUIVALENT - - V(FOR USE WITHIN BROW WATER QUALITY SWAL OADSIDE SCALE AND /OR 4" ATRIUM GRATE NDS #76 OR EQUIVALENT . C (FOR USE WITHIN BROW DITCH AND /OR BEHIND RETAINING WALL, REFERENCE DETAIL SHEET 03) PVC AREA DRAIN PIPE ............................... (4" UNLESS OTHERWISE NOTED) STREET SURVEY MONUMENT ........... *M- 10............ Q (SEE NOTES PER FINAL MAP) AREA SUBJECT TO INITIAL EXCAVATION & SOIL DISPOSAL .. PER REMEDIAL EXCAVATION PLAN PREPARED BY GEOCON, INC DATED SEPTEMBER 2012. REFERENCE HAZARDOUS MATERIAL NOTE ON SHEET 2. ® SNEET k2 • /AEGtCE 3 41; -0 SHEET INDEX '�� 43 -45 °PRE[ /sECoi< S<liS, 416 -q$ a l°ffiG /SECr17�►G/A/Er SHEET #1: NOTES, VICINITY MAP & LEGEND SHEET #2: KEY MAP & NOTES SHr.S. +9 <$/ S r SHEETS #3: STREET SECTIONS & DETAILS P 5•V1g4A SHEETS #4 -10: ROUGH GRADING SHEETS 411 -12: EROSION CONTROL PLAN & "e o MODULAR WETLANDS DVERT DETAIL No. 47945 SHEETS #13 -14: STORM DRAIN PROFILES w Exp.12/31/13 SHEETS #15: STORM DRAIN LATERAL TABLE, DETAILS AND PHASING PLAN rq CIV11 SHEETS #16 -38: LANDSCAPE & IRRIGATION PLANS OF CAI! SHEETS #39: STRUCTURAL WALL DETAILS $HEST Ae`40: BaR /AL SHE._7 STORMWATER TREATMENT STATUS: SAN DIEGO COUNTY DEPT, ENVIR. HEALTH HUNSAKER ro PRIORITY PROJECT & ASSOCIATES SAN N D I E C O, INC C 4 TYPE OF TREATMENT: BIO- RETENTION & MODULAR WETLANDS mum I LIMITED ACCESS: YES I MAINTENANCE RESPONSIBILITY: ST��ET (HOA) 2!713- I/t 727-3 PLANNING 9707 Waples Street p MAINTENANCE AGREEMENT: DATE:- 2t. $, AS DOC. NO.0112°OW ENGINEERING San Diego, Ca 92121 MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER)�SK- °""'may �' 6 �3 SURVEYING PH(858)558 4500 FX(858)558-1414 p MAINTENANCE AGREEMENT: DATE: _, AS DOC, NO,11ff__ SIGN: DATE: z CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: p T p ey. 6 ENN Fr/V SAXONY ROAD, PUEBLA STREET QUAIL GARDENS DRIVE 1 0900 -G Date: y° CASE NO. 11 -115 TMDBMOD /B4 /DR /CDP /EIA SHEET 01 OF. I ` z STORMWATER TREATMENT STATUS: SAN DIEGO COUNTY DEPT, ENVIR. HEALTH HUNSAKER ro PRIORITY PROJECT & ASSOCIATES SAN N D I E C O, INC C 4 TYPE OF TREATMENT: BIO- RETENTION & MODULAR WETLANDS mum I LIMITED ACCESS: YES I MAINTENANCE RESPONSIBILITY: ST��ET (HOA) 2!713- I/t 727-3 PLANNING 9707 Waples Street p MAINTENANCE AGREEMENT: DATE:- 2t. $, AS DOC. NO.0112°OW ENGINEERING San Diego, Ca 92121 MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER)�SK- °""'may �' 6 �3 SURVEYING PH(858)558 4500 FX(858)558-1414 p MAINTENANCE AGREEMENT: DATE: _, AS DOC, NO,11ff__ SIGN: DATE: z CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: p T p ey. 6 ENN Fr/V SAXONY ROAD, PUEBLA STREET QUAIL GARDENS DRIVE 1 0900 -G Date: y° CASE NO. 11 -115 TMDBMOD /B4 /DR /CDP /EIA SHEET 01 OF. I ` z ` z e. y STORMWATER POLLUTION CONTROL BMP NOTES (PART A) STORMWATER POLLUTION CONTROL POST LEGEND F-7--1 _ RELATIVE TO CONSTRUCTION ACTIVITIES CONSTRUCTION BMP /IMP NOTES (CONT.) SHEET No . ........................... ZONE R-3 NET LOT AREA (14,500 SF MIN AVG) 1 ,j EX PUEBLA ST��_ 1 =- ' 1$_1__° LOT N0 . ............................. 66 47 MODULAR WETLAND NOTE: MATERIAL. CONCRETE WASHOUT 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO SUBDIVISION BOUNDARY ................ 11475 1. THIS IS A STORM IMP - NOT TO BE O CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. 1 I� I.I. 1� I WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE RIGHT OF WAY ••• .... ••• ........••••• H W MODIFIED OR ALTERED WITHOUT A CITY ', CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORM ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE LOT LINE ............................ DISTRICT PUBLIC SEWER ESMT. PERMIT. _J WATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM CURB (PER 10900- I)....... rW� 2. STORM WATER MAINTENANCE AGREEMENT i/] A SIGN DESIGNATING THE WASHOUT LOCATION .1 32' PL DOC 2013 - 0112931 REC 02/20/13 C/� • SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER CONSTRUCTION SITE ACCESS THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THI S SHALL ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND PANELS /PLATES. IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM 0 GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARC COMPLETE. DISCHARGED INTO THE PUBLIC SANITARY SEWER Y S STEM, NOT TO PLANTERS OR THE STORM DRAIN TEM Y S S A SEPARATE RATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. MITIGATION, MONITORING & REPORTING PROGRAM: REFER TO FINAL MITIGATION MONITORING & REPORTING PROGRAM (MMRP) CITY CASE NO. 07 -027 TM /BA /DR /CDP /EIA FOR ADDITIONAL REQUIREMENTS. BIOLOGICAL RESOURCES: TO AVOID ANY DIRECT AND INDIRECT IMPACTS OF RAPTORS AND /OR ANY MIGRATORY BIRDS , GRUBBING AND CLEARING OF VEGETATION THAT MAY SUPPORT ACTIVE NESTS AND CONSTRUCTION ACTIVITIES ADJACENT TO NESTING HABITAT, SHALL OCCUR OUTSIDE OF THE BREEDING SEASON (I.E.JANUARY 15 - AUGUST 31.) IF REMOVAL OF HABITAT AND /OR CONSTRUCTION ACTIVITIES IS NECESSARY ADJACENT TO NESTING HABITAT DURING BREEDING SEASON, THE APPLICANT SHALL RETAIN A CITY OF ENCINITAS APPROVED BIOLOGIST TO CONDUCT A PRE- CONSTRUCTION SURVEY TO DETERMINE THE PRESENCE OR ABSENCE OF NON- LISTED NESTING MIGRATORY BIRDS(E.G.COASTAL CALIFORNIA GNATCATCHER , LEAST BELL'S VIREO) ON OR WITHIN 300 -FEET OF THE CONSTRUCTION AREA AND NESTING RAPTORS WITHIN 500 -FEET OF THE CONSTRUCTION AREA. (SEE PG. 2 OF MMRP FOR ADDITIONAL INFORMATION) CULTURAL RESOURCES & ENVIRONMENTAL REQUIREMENTS: A UALIFIED ARCHEOLOGIST SHALL ATTEND A - Q T AND PRE CONSTRUCTION MEETINGS. IF ARCHEOLOGICAL FEATURES ARE ENCOUNTERED DURING GRADING , THE ARCHEOLOGIST SHALL REQUEST THE PROJECT CONTRACTOR TO DIVERT, DIRECT OR TEMPORARILY HALT GROUND DISTURBING ACTIVITIES IN THE AREA. (SEE PG.4 -6 OF MMRP FOR ADDITIONAL,, NFORMATION) I I- I - I I I �- / ' I I 29 � %I I 30 \ 0 I N STORM DRAIN .......... _ CURB INLET - - -n CLEANOUT ............................ _ _ _ _ _ _ ✓ MODULAR WETLAND* ..................... rr( 1,: V C TA 6 H 32 25• 47 N�25 025 ) 46 / 1 o. / 0 " - -- - - -I 25' o' Zo. ` - _o 25' I 4 \ 45 t` \ o� 33 I; - - -- - -- -- 10' _ J O / I ICI zs , �44 T 0 20' II o ^I• - z 66 lI 70 34 25 H I 25' I -- - - - - - - -- ,� ;i o a 7p' 35 2s _ ;III 20 I 43 o 25' 20 . III 25' W yi 10' 1n - �L _ ;I 1 20,- - -25,' 99k I 50 - I Lv - - - - - -- III WATER USAGE FOR DUST CONTROL SHALL HE MINIMIZED. ARCHEOLOGICAL MONITOR: I 7D' 21 10 ,0 ion 1 I . 4, ^� i (? _ - - - -`_- - -- - or L 65 -= V Ir (- JOHN R. COOK / t I I;� �22 F- in I'I o - ( �` -1 r i 36 o - -- ON -SITE CONSTRUCTION MATERIAL STORAGE 2034ACORTEADEL�NOGAL (CARLSBADCA 92011 �'I N w� 23 24 'I o 25'- - - N - 25 1 _ II ,_ �.:: , STORED MATERIALS SHALL HE CONTAINED IN A SECURE PLACE TO PREVENT iJ - - - L_ J� i1 �'" 760 804 -5757 s,,r,I p \� 42 41 i 'I 20 SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY ( ) rill '� h - 25 `� ` 40 39 38 _ '�`� WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY II - -- __ --' __ -- J - -- - " 0 `� N _ it -25; ' 25 -.51 " �A '� 70;1 70' �• (- CONTAINMENT FOR ALL FUEL STORED ON -SITE. THE PALEONTOLOGIAL MONITOR SHALL BE PRESENT DURING THE APPLICABLE �i1li n illo� I i 0'10 STAGES OF GRADING & CONSTRUCTION AS DETERMINED AT THE PRE - GRADING i� i -N - N -- 1 N _ _ _ _ 4�' �/% - \',' n `, ,p\ 10' ,n 1n 1n MEETING. (SEE PG.5 &6 OF MMRP FOR ADDITIONAL INFORMATION I "'� �' r �I ' r % +' II 25" ° u I 1'' ``� \; I` -� r- NI cv ; i - N 25' ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ) (III I , I // „ \� � L LJ L - -- L J o 26 25 J w ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT II 2$ '27 C N / ;' ' - - ' ' i p `.� ��a CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM PALEONTOLOGICAL MONITOR: 'i I 70' 0, I 11 I / i?/ i�l - - -- , " ,�: 52 s�% \ <_E - - _ -_ ---- - - -- -- - - - - -- _ - -- __ J-'� 1II�'i( 63 CONCENTRATED STORM WATER FLOW AND STORM DRAIN INLETS. STOCKPILES THOMAS A. DEMERE I'�... ir- �I 10' -'I I ,p• . �- � ,4' /i / ,.zs' 7n� I \ °• 4, SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND DEPT. OF PALEOSERVICES -SAN DIEGO NATURAL HISTORY MUSEUM "� 90 f0" / 2'S' '' ,gyp /� 025, 25• ° 'I z -. � ;`- c,nv� I /. �/ 6� "� �V 1. L'I Al V L r r� 7�' PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER 1788 EL PRADO, SAN DIEGO, CA 92101 -N� _ JI L _ �i �'�' AT ALL TIMES. - (619) 255 -0309 _ - _ �� \ ' -a= - - -_ __ -- -------- _ _ h. I h / - lc = -= _-- a =_ _ O TRAINING OINSETTI - - -- - -- -- �/ \ o - - t NOISE: : J \ o ' / h h nV �! O \` \ ' /� / III N N NTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF PA1�11 P ARIS VE �� \ ' S3 ' � SS N ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF (SEE PG. 7 OF MMRP FOR ADDITIONAL INFORMATION) _ 7- �\ O 1 S6 N �_ v ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES DURING CONSTRUCTION, HEAVY EQUIPMENT OPERATIONS WITHIN 100 -FEET OF \ 1 _ _ -_!_ _ __ -- - -,- ___ -c i '�� \ ! 4, 5 ,0_. li /; / O 5$ S9 60 N( , ANY OFF -SITE RESIDENCE SHALL BE RESTRICTED TO LESS THAN EIGHT HOURS - - -s" \� \ O 1 O " I 70' 1A, o I �� Z SHALL BE AVAILABLE TO EVERYONE WORKING BC SITE. THE PROPERTY OWNER(S) OF DAILY OPERATION OR A TEMPORARY BARRIER SHALL BE CONSTRUCTED THAT I 'i r O r - - -,0'� .r �N° � � �0 1 10' , ' 10' 10' l / l ip 10' ,o• ~- 10 70;1 10__1 ,0" 61 10' 62 o I' Q AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM WATER I I o O �\ / h , ;-- ,o -- -'� 10' ,- 10 INTERRUPTS THE DIRECT LINE OF SIGHT BETWEEN THE SOURCE AND RECEIVER. NT REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. I O In ,. 10 N 10' •`�`�� , ' -`" < - -- -' 70'' 70-1 70' -I 25' Q o o 25' 10' `v 10' -1 �\` \,�, 70' 1 __ ___(' _ ____ _ - N _ ~� NI I N TO MINIMIZE POTENTIAL CONSTRUCTION NOISE IMPACTS ALL ONSITE I, 79' - -111 J �.j-J 1 LL I 4 WASTE MANAGEMENT � � 'rt CONSTRUCTION EQUIPMENT SHALL HAVE PROPERLY OPERATING MUFFLERS AND - - -- - _ _ - - - - -- CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE ,.•• _ -Q- LL - - -- e e a - - L - - -- ALL CONSTRUCTION STAGING AREAS SHOULD BE AS FAR AWAY AS POSSIBLE -- - - "' - - - -- - - - -- AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE FROM EXISTING RESIDENCES.� - - + r PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE 80 0 80 160 2� CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. I s3 $kl 41 FOR 4 FF$ITE GRADING THE CITY'S NOISE ORDINANCE LIMITS CONSTRUCTION ACTIVITIES TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAYS, EXCLUDING LEGAL .•I NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORM WATER. HOLIDAYS. IN ADDITION, DELIVERY OF EQUIPMENT, OR OTHER MATERIALS SCALE 1'= 80` o BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL SHALL NOT OCCUR BEFORE 7:00 A.M. OR AFTER 5:00 P.M. STORM RUNOFF. DUMPSTERS SHALL HE CHECKED FREQUENTLY FOR LEAKS. ESMT. R/W R/W ESMT I DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT 10' 1 73.6' 10'1 KEY MAP LOT TABLE: Q LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOTING OR 71' COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH f i ZONE R-3 NET LOT AREA (14,500 SF MIN AVG) 1 ,j EX PUEBLA ST��_ 1 =- ' 1$_1__° 2 47 39 MATERIAL. REMEDIAL ACTION WILL OCCUR PER '.THE REMOVAL OF PESTICIDE AND 11,210 40 11475 17 I I 12 0 25T, 1 I I.I. 1� I 13 h 1I I I I 8654 DEEP CONCRETE CURB 8366 ILI �0 8373 ENCINITAS SANITARY DISTRICT PUBLIC SEWER ESMT. 45 _J �I'' 7159 46 12287 (4" CURB FACE) I 25' .1 32' PL 48 VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED OF ENVIRONMENTAL HEALTH ON SEPTEMBER 12, 2012 (CASE N0. #H2O254 -001). / fy `' ' '� 15 14 l 11660 r , 2 I Ibl I 19 ° AO ,p• 10' 'rr II iB''•. 0 25` 15 9587 VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN ALL CONTAMINATED, NON - HAZARDOUS SOIL WILL BE REMOVED AND TAKEN TO AN 16 13456 r- ^:° 20191 6" WIDE X 22" DEEP 14043 r PUBLIC ESMT FOR PRIVATE STREET 75 55 W � � - � /• ' �a� WAY I �20 o 'Il'. � = 2s p' , 20 r1 r,o 1d- 57 9 21 5' 16' 16' 22 DRAINAGE, GENERAL INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS 23 ,Y� 60 9294 / / (4" CURB FACE) , 9930 25 11352 62 H 32 25• 47 N�25 025 ) 46 / 1 o. / 0 " - -- - - -I 25' o' Zo. ` - _o 25' I 4 \ 45 t` \ o� 33 I; - - -- - -- -- 10' _ J O / I ICI zs , �44 T 0 20' II o ^I• - z 66 lI 70 34 25 H I 25' I -- - - - - - - -- ,� ;i o a 7p' 35 2s _ ;III 20 I 43 o 25' 20 . III 25' W yi 10' 1n - �L _ ;I 1 20,- - -25,' 99k I 50 - I Lv - - - - - -- III WATER USAGE FOR DUST CONTROL SHALL HE MINIMIZED. ARCHEOLOGICAL MONITOR: I 7D' 21 10 ,0 ion 1 I . 4, ^� i (? _ - - - -`_- - -- - or L 65 -= V Ir (- JOHN R. COOK / t I I;� �22 F- in I'I o - ( �` -1 r i 36 o - -- ON -SITE CONSTRUCTION MATERIAL STORAGE 2034ACORTEADEL�NOGAL (CARLSBADCA 92011 �'I N w� 23 24 'I o 25'- - - N - 25 1 _ II ,_ �.:: , STORED MATERIALS SHALL HE CONTAINED IN A SECURE PLACE TO PREVENT iJ - - - L_ J� i1 �'" 760 804 -5757 s,,r,I p \� 42 41 i 'I 20 SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY ( ) rill '� h - 25 `� ` 40 39 38 _ '�`� WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY II - -- __ --' __ -- J - -- - " 0 `� N _ it -25; ' 25 -.51 " �A '� 70;1 70' �• (- CONTAINMENT FOR ALL FUEL STORED ON -SITE. THE PALEONTOLOGIAL MONITOR SHALL BE PRESENT DURING THE APPLICABLE �i1li n illo� I i 0'10 STAGES OF GRADING & CONSTRUCTION AS DETERMINED AT THE PRE - GRADING i� i -N - N -- 1 N _ _ _ _ 4�' �/% - \',' n `, ,p\ 10' ,n 1n 1n MEETING. (SEE PG.5 &6 OF MMRP FOR ADDITIONAL INFORMATION I "'� �' r �I ' r % +' II 25" ° u I 1'' ``� \; I` -� r- NI cv ; i - N 25' ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ) (III I , I // „ \� � L LJ L - -- L J o 26 25 J w ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT II 2$ '27 C N / ;' ' - - ' ' i p `.� ��a CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM PALEONTOLOGICAL MONITOR: 'i I 70' 0, I 11 I / i?/ i�l - - -- , " ,�: 52 s�% \ <_E - - _ -_ ---- - - -- -- - - - - -- _ - -- __ J-'� 1II�'i( 63 CONCENTRATED STORM WATER FLOW AND STORM DRAIN INLETS. STOCKPILES THOMAS A. DEMERE I'�... ir- �I 10' -'I I ,p• . �- � ,4' /i / ,.zs' 7n� I \ °• 4, SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND DEPT. OF PALEOSERVICES -SAN DIEGO NATURAL HISTORY MUSEUM "� 90 f0" / 2'S' '' ,gyp /� 025, 25• ° 'I z -. � ;`- c,nv� I /. �/ 6� "� �V 1. L'I Al V L r r� 7�' PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER 1788 EL PRADO, SAN DIEGO, CA 92101 -N� _ JI L _ �i �'�' AT ALL TIMES. - (619) 255 -0309 _ - _ �� \ ' -a= - - -_ __ -- -------- _ _ h. I h / - lc = -= _-- a =_ _ O TRAINING OINSETTI - - -- - -- -- �/ \ o - - t NOISE: : J \ o ' / h h nV �! O \` \ ' /� / III N N NTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF PA1�11 P ARIS VE �� \ ' S3 ' � SS N ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF (SEE PG. 7 OF MMRP FOR ADDITIONAL INFORMATION) _ 7- �\ O 1 S6 N �_ v ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES DURING CONSTRUCTION, HEAVY EQUIPMENT OPERATIONS WITHIN 100 -FEET OF \ 1 _ _ -_!_ _ __ -- - -,- ___ -c i '�� \ ! 4, 5 ,0_. li /; / O 5$ S9 60 N( , ANY OFF -SITE RESIDENCE SHALL BE RESTRICTED TO LESS THAN EIGHT HOURS - - -s" \� \ O 1 O " I 70' 1A, o I �� Z SHALL BE AVAILABLE TO EVERYONE WORKING BC SITE. THE PROPERTY OWNER(S) OF DAILY OPERATION OR A TEMPORARY BARRIER SHALL BE CONSTRUCTED THAT I 'i r O r - - -,0'� .r �N° � � �0 1 10' , ' 10' 10' l / l ip 10' ,o• ~- 10 70;1 10__1 ,0" 61 10' 62 o I' Q AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM WATER I I o O �\ / h , ;-- ,o -- -'� 10' ,- 10 INTERRUPTS THE DIRECT LINE OF SIGHT BETWEEN THE SOURCE AND RECEIVER. NT REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. I O In ,. 10 N 10' •`�`�� , ' -`" < - -- -' 70'' 70-1 70' -I 25' Q o o 25' 10' `v 10' -1 �\` \,�, 70' 1 __ ___(' _ ____ _ - N _ ~� NI I N TO MINIMIZE POTENTIAL CONSTRUCTION NOISE IMPACTS ALL ONSITE I, 79' - -111 J �.j-J 1 LL I 4 WASTE MANAGEMENT � � 'rt CONSTRUCTION EQUIPMENT SHALL HAVE PROPERLY OPERATING MUFFLERS AND - - -- - _ _ - - - - -- CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE ,.•• _ -Q- LL - - -- e e a - - L - - -- ALL CONSTRUCTION STAGING AREAS SHOULD BE AS FAR AWAY AS POSSIBLE -- - - "' - - - -- - - - -- AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE FROM EXISTING RESIDENCES.� - - + r PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE 80 0 80 160 2� CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. I s3 $kl 41 FOR 4 FF$ITE GRADING THE CITY'S NOISE ORDINANCE LIMITS CONSTRUCTION ACTIVITIES TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAYS, EXCLUDING LEGAL .•I NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORM WATER. HOLIDAYS. IN ADDITION, DELIVERY OF EQUIPMENT, OR OTHER MATERIALS SCALE 1'= 80` o BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL SHALL NOT OCCUR BEFORE 7:00 A.M. OR AFTER 5:00 P.M. STORM RUNOFF. DUMPSTERS SHALL HE CHECKED FREQUENTLY FOR LEAKS. ESMT. R/W R/W ESMT I DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT 10' 1 73.6' 10'1 KEY MAP LOT TABLE: Q LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOTING OR 71' COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH HAZARDOUS MATERIALS NOTE LOT NO. ZONE R-3 NET LOT AREA (14,500 SF MIN AVG) 1 10,675 38 SCALE: 1 " =80' 2 47 39 MATERIAL. REMEDIAL ACTION WILL OCCUR PER '.THE REMOVAL OF PESTICIDE AND 11,210 40 11475 6" WIDE X 22'28" 9,967 I 10574 SAN DIEGUITO WATER DIST. PUBLIC WATER ESMT. & 42 14245 PETROLEUM HYDROCARBON- IMPACTED SOILS" PREPARED BY GEOCON, INC. , DATED 8030 43 8654 DEEP CONCRETE CURB 8366 44 8373 ENCINITAS SANITARY DISTRICT PUBLIC SEWER ESMT. 45 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS SEPTEMBER 2012. PLAN APPROVED BY THE COUNTY OF SAN DIEGO DEPARTMENT 7159 46 12287 (4" CURB FACE) I 47 PL 32' PL 48 VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED OF ENVIRONMENTAL HEALTH ON SEPTEMBER 12, 2012 (CASE N0. #H2O254 -001). / 49 9613 7.7% _ s: 50 11660 14 9287 51 12388 15 9587 VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN ALL CONTAMINATED, NON - HAZARDOUS SOIL WILL BE REMOVED AND TAKEN TO AN 16 13456 r- ^:° 20191 6" WIDE X 22" DEEP 14043 54 PUBLIC ESMT FOR PRIVATE STREET 9546 55 12586 TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR APPROVED OFFSITE DUMP. p' 10710 20 '/ 57 CONCRETE CURB 21 5' 16' 16' 22 10' DRAINAGE, GENERAL INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS 23 ,Y� 60 9294 / / (4" CURB FACE) 61 9930 25 11352 62 15254 26 WASTE HOTLINE TOLL FREE AT (800) 7L4- 1195.. FOR INFORMATION ON 63 �'�` 27 9922 64 10340 28 10212 65 9380 29 UTILITY E, PUBLIC PEDESTRIAN ACCESS ESMT. LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. RESOLUTION NOTES (TM 11 -115) EMBED CURB 6" 19301 6" PERVIOUS CONCRETE 4" PERFORATED PIPE 12" CRUSHED ROCK 7370 31 * A.C. PAVEMENT 68 10050 5' 13330 69 14184 33 LOCATED ®TOP OF (3/4" ANGULAR GRAVEL) 70 24606 & BASE 16579 71 21655 35 13494 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND FUTURE RESIDENTIAL CONSTRUCTION NOTE: INTO NATIVE ON THE LOW SIDE CRUSHED ROCK CONNECT SUBGRADE ( 73 1'0 0" CURB 6" ROLLED CURB 74 1.0' D.G. PATH �P , RECYCLING RECEPTACLES AROUND THE SITE. TO DRAINAGE SYSTEM �/- tit CONDITION SDK OF CITY OF ENCINITAS RESOLUTION PC 2012 -16 LIMITS E U G E NIE AVENUE CUL-DE-SAC 2% 2% 2% PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FUTURE RESIDENCES ON LOTS 1,6,9,13,17 ,20,24,28,32,35,37,41,42,43,44, 2, FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE 47,60 & 67 TO BE CONSTRUCTED AS ASINGLE STORY. (SECTION D- D S HT.04) 2.0' PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. N.T.S. 1 I L', 1i �' SETBACK NOTE: - - - - -- ___________ - - -- ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER PER THE ENCINITAS MUNICIPAL CODE SEC. 30.16.010B11c ONE HALF OF THE 72' ROUGH GRADE UNDERCUT AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL FRONT YARD SETBACKS CAN BE REDUCED UP TO 25 %. ESMT. R/W R/W ESMT THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 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 1 10' 71.4' 10' ' CHANNEL ISLAND DR. I 69 N.T.S. 6" WIDE X 22'%28" DEEP CONCRETE CURB 47 (4" CURB FACE) SAN DIEGUITO WATER DIST. PUBLIC WATER ESMT. & SUBDIVISION VARIES ; ENCINITAS SANITARY DISTRICT PUBLIC SEWER ESMT. BOUNDARY 6" WIDE X 22" DEEP PL 32' PL A� _ ''''' F CONCRETE CURB THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. I PUBLIC �� \� c', `�`� \ .' PUBLIC ESMT. FOR PRIVATE STREET I PEDESTRIAN A � � " i (4" CURB FACE) 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION (ACCESS & 5' 16' 16' 10' GENERAL DRAINAGE, CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. EXIST I GENERAL 4" PERFORATED PIPE 6" PERVIOUS CONCRETE UTILITY & PUBLIC UTILITY EMBED CURB 6" R.O.W. VARIES (25' -42) C L'r 30' I EASEMENT INTO NATIVE ON LOCATED ® TOP OF 12" CRUSHED ROCK (3/4" ANGULAR GRAVEL) * PEDESTRIAN ACCESS ESMT. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED -- - - - --'; CRUSHED ROCK (CONNECT SUBGRADE A.C. PAVEMENT 5. BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH VARIES il' -22' VARIES 14' -20' THE LOW SIDE TO DRAINAGE SYSTEM <? &BASE ( ) ( _ ) 1g' -22' g'- 12'- -I I-- 0.0' -2.0' ) � 6" ROLLED D.G. ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL VARIES 10' I 1.0' PASSIFLORA AVENUE CUL -DE -SAC 1'0 6" ROLLED CURB 1.0' PATH IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY (0 -4' SECTION E- E S HT.06 �` CURB 2% 2� 29 AND/OR THE TURF /LANDSCAPED AREAS. 0.5' .5'; �P+. (SECTION c? z SUBDIVISION N.T.S. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY (0 0 4' S' L' BOUi�{DARY 2.0 q� OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES W U 2 %0 I �' ----- --- - -- TO AN ADEQUATE IMP /BMP. ? I R W EXIST - 60' R.O.W. 2' ROUGH GRADE UNDERCUT LOT NO. ZONE R3 NET LOT AREA (14,500 SF MIN AVG) LOT NO. ZONE R-3 NET LOT AREA (14,500 SF MIN AVG) 1 10,675 38 11781 2 9,757 39 10723 3 11,210 40 11475 4 9,967 41 10574 5 16,178 42 14245 6 8030 43 8654 7 8366 44 8373 8 8895 45 11806 9 7159 46 12287 10 9449 47 12676 11 8742 48 7657 12 15402 49 9613 13 10986 50 11660 14 9287 51 12388 15 9587 52 10502 16 13456 53 20191 17 14043 54 15964 18 9546 55 12586 19 9335 56 10710 20 14030 57 11781 21 10317 58 10710 22 1 7889 59 11475 23 7665 60 9294 24 6629 61 9930 25 11352 62 15254 26 8200 63 13792 27 9922 64 10340 28 10212 65 9380 29 10934 66 10318 30 19301 67 7370 31 11323 68 10050 32 13330 69 14184 33 8250 70 24606 34 16579 71 21655 35 13494 72 36914 36 9943 73 37524 37 9634 74 53996 75 7802 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP EX, BERM /CURB ,3 -5 10 16 6 6 16 6 POLARIS DR. & JOCELYN WAY AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED 6" MOD. TYPE 'G -2' - TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. CUTS 10'OC ATR45` ANGLE ? I 8 2' 10''I N.T.S. PED. /BIKE e .VI q N HUNSAKER 5' D G TRAIL PER (o 6. ALL STORM WATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE ROADSIDE TREATMENT SWALE I DETAIL THIS SHEEP PATH o Horizontal By. Date: TURN LANE 1 " =80' Vertical ti'& MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. SAXON ROAD Ex p- 12/31/13 ?% p 2% PLANNING 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON (SECTION XA S H T.04 & 05) i THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A EX CURB & GUTTER EX CURB & GUTTER *NOTE: i. MINIMUM SECTION = 3.5" AC 110" CLASS 11 BASE 2. FINAL STRUCTURAL SECTION TO BE DETERMINED BY R -VALUE TESTING. SEPARATE ENGINEERING PERMIT BE OBTAINED. N.T.S. QUAIL GARDENS DRIVE N.T.S. REVISIONS App'd Date EVISI NS I App'd I Date REFERENCES CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY A ADD OFFS /T,6 PT, N0. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV =175.189' (NAVD'881 9ooc J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. o Horizontal By. Date: Plans Pep (red Under Supervisio 0 Date &W8 It 3 ALISA S..VIALP NDO R.C.F. No. 47945 1 " =80' Vertical N7e By: , Date: eyP 9ooc & ASSOCIATES o IN 4794" m SAN DIECO, INC Ex p- 12/31/13 p PLANNING 9707 Waples Street O �. ENGINEERING San Diego, Ca 92121 _ CIVIL SURVEYING PH(858)5584500. FX(858)558.1414 z CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 3 KEY MAP &DETAILS: ALTA 10900 -G r. SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 02 OF SI. AS i3i34d_i P/L FINISH GRADE PL (SLOPING BACKFILL) I F/L I0ENT1CAL ELEVAj :r0N _r 00000000 I C" MOD. TYPE 'G -2' DEEP ROOTED, DENSE, DROUGHT o_ CURB & GUTTER 4 TOLERANT PLANTING SUITABLE 9" X 9" SQUIRE GRATE __� 0000°00 �j� 2 1 CONTINUE SLOPE i OF GUTTER TO SWALE FOR WELL DRAINED SOIL P • NDS #990 OR EQUIVALENT FINISH GRADE I / LOW PROFILE (LEVEL BACKFILL) 6" OPENING IN CURB ONE LAYER D COBBLE f �10� OR APPROVED GEOTEXTILE a ADAPTER ® 45* IN DIRECTION OF FOR EROSION CONTROL I I N� \° �\ FLOW, SPACED 20' O.C. RETAINING WALL PER S.D.R.S.D. I I BLOCK WALL 0.5' 2' 22 OR STRUCTURAL DESIGN AS 11 < NOTED ON PLAN i \\ VEGETATED MIN. y (TEXTURED & COLORED TAN) \ I SWALE 1 T� 5' D.G. SIDEWALK + W /UNDERDRAIN 1 I RETAINING WALL DRAINS F 7 \j \ \wi p O g PER REPORT REFERENCED � III III- I -��l III III III III III =1 � \i \iii aa. IN GENERAL NOTE NO. 2 29 M /N, 2% MIN• \ - - - I1 =1I - _ - \\ \\ 18" MIN. ENGINEERED SOIL I Q Q (COLORED TAN) ON SHT. 1 ° •.. 219 MAX. /� � / %T� � \� -I I 1 =1 I III -I I 1 =- 11 =111 =1 =1 I III - III - III - III -III \\ * j 1 m 3 TT \ 21% MAX. =III= III= III= III - III= III- III = III - III =III III =111= III = III= III =III- \\ SEE NOTE BELOW = 1I1= 1I1= 1I1= 1I1= 1I1= 1I1= 1I1= 1I1 =1I1 =1 = _________= 2" OF 318" CRUSHED ROCK 11111111111111111111111111111111111111111 1 11111111 - - - - - 10" OF 314" CRUSHED ROCK A /q MODIFIED BROW DITCH =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =_ -�_ __ -1 11 =1 11 =1 I I -1 I RETAINING WALL DETAIL #1 � � � X11 =111�� 1 1 ZH *BIORETENTION "ENGINEERED SOIL" LAYER SHALL R/W NOT TO SCALE NJ IMPERMEABLE LINE - - - - IMPERMEABLE LINER BE MINIMUM 18' DEEP "SANDY LOAM" SOIL MIX - - TYPICAL LOT GRADING 30 -MIL PVC 30 -MIL PVC WITH NO MORE THAN 57 CLAY CONTENT. THE _ WITH RETAINING WALL OR EQUIVALENT OR EQUIVALENT MIX SHALL CONTAIN 50 -607 SAND, 20 -307 N.T.S. 6" PERFORATED PVC COMPOST OR HARDWOOD MULCH, AND 20 -30 ° % ° UNDERDRAIN TO BE TOPSOIL. p�L CONNECTED TO STORM NOTE: NO LINER AT BOTTOM. CURB ON LOT AREA DRAIN DETAIL FINISH GRADE DRAIN SYSTEM (SLOPING BACKFILL) i ROADSIDE TREATMENT SWALE ON LOT WATER QUALITY SWALE W/ UNDERDRAIN N.T.S. PER PRECISE GRADING PLANS (FOR REFERENCE ONLY) 4" ATRIUM GRATE NDS #75 N.T.S. N.T.S. 2 OR EQUIVALENT 4 5, SWALE SHALL BE PLANTED WITH ADEQUATE NYLOPLAST DRAIN BASIN (D =30" PLANTED WITH VEGETATION NOT GROUNDCOVER OR TURF, PLANTS THAT ARE e; REQUIRING IRRIGATION BUILDING LOCATION PER FUTURE NOT PRONE TO BLOCKING THE DRAINAGE FLOW PVC AREA DRAIN PRECISE GRADING PLAN MAY ALSO BE PLANTED ON SIDE SLOPES. P L (4" UNLESS OTHERWISE NOTED) RETAINING WALL PER S.D.R.S.D. '' ?.� ' ' FINISH GRADE e p L OR STRUCTURAL DESIGN AS FINISHED FLOOR ELEVATION NOTED ON PLAN =111- 9 6° MIN. ENGINEERED .SOIL (SLOPING BACKFILL) HOPE RISER �� �% *SEE NOTE BELOW (TEXTURED &COLORED TAN) III= —' (8' 0 MIN.) ` ` ` �` � III III III � � • TURF REINFORCEMENT MAT F' PAD ELEVATION IF APPLICABLE NOTE WHEN CLEANOUT IS RETAINING WALL DRAINS, 10" MIN. FILTER MEDIA: 3,, PART CLEAN V T ? LOCATED IN PAVEMENT PER REPORT REFERENCED ��ii� ?�� %y� ������� WASHED SAND TO 1 PART 3/8" GRAVEL ` yi`�`1i�T ��dl l��d ail �P�h� �_ `i`T`��� 10 PROVIDE A CAP APPROPRIATE IN GENERAL NOTE NO. 2 �� v� A/I \� V FOR TRAFFIC LOADS. ON SHT 1 ° ' T ` T`ii 2" - 3 8" GRAVEL y v wi �� *S MIN. ENGINEERED SOIL FINISH GRADE . � • • -, >. 18" � � / � v �j � =� _� � — vi v * LEVEL BACKFILL • •. �� \\ !\ \ \ \ \ SEE NOTE BELOW ( ) SEE R.S.D. S -3 6" - 3/4" CRUSHED ROCK H �" `�i� (� == j�������i� . 4 vv�ivvw v v i ivY iii iii ��� 10" FILTER MEDIA: IMPERMEABLE LINER ,�. ' IMPERMEABLE LINER YT vyiv� i� ��jii�Tii` i` 3 PART CLEAN WASHED SAND T RETAINING WALL DETAIL #2 30 —MIL PVC 30 -MIL PVC 5 FT. OR 3H, Wlff \� \ TO 1 PART 3 8° GRAVEL 24" OR EQUIVALENT \i\y\ y \\\y \\ / RETAINING WALL PER S. A S.D. OR EQUIVALENT - IS GREATER \�\\�\ �\\ \�� \ IMPERMEABLE LINER OR STRUCTURAL DESIGN AS TYPICAL AREA DRAIN DETAIL AT 4" PERFORATED PIPE CONNECTED %� % \\ \� 30 -MIL PVC NOTED ON PLAN STANDARD 1/8 BEND TO DRAINAGE SYSTEM 1 TEXTURED & COLORED TAN BENCH BEHIND RETAINING WALL � OR EQUIVALENT ( ) N.T.S. * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN DEEPEN FOOTING TO 2" - 318" GRAVEL f KEEP LINE OF INFLUENCE !, �%`�� `'`����� ^� 6" - 314- CRUSHED ROCK 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD 2 / BELOW TRENCH F 24" RETAINING WALL DRAINS MULCH, AND 20 -30% TOPSOIL oT 4' PERFORATED PIPE CONNECTED PER REPORT REFERENCED TO DRAINAGE SYSTEM IN GENERAL NOTE NO. 2 Pik FINISH GRADE NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.57 MUST INSTALL CHECK DAMS TO LIMIT �� SECTION A —A ON SHT. i ; . T,I S THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF �G ` °' " Q - FLOW (SLOPING BACKFILL) i ENGINEERING SERVICES. ��� N.T.S. =III Z .. NOTE NO FILTER FABRIC IS TO BE USED IN THIS SECTION AND NO LINER AT BOTTOM. *"ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX RETAINING WALL DETAIL #9 BRANCH D WYE 8" 0 MIN. y� WITH NO MORE THAN 57 CLAY CONTENT THE MIX SHALL CONTAIN 50 -607. TYPICAL RETAINING WALL a VEGETATED WATER QUALITY SWALE WITH UNDERDRAIN SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% ropsolL. WITH FORE SLOPE C� PRIVATE STORM DRAIN O!. N.T.S. VEGET SATOD SWALES ON GRADES OF HE SWALE TO 2.5% INSTALL N.T.S. OTHERWISE H D P E C L EAN O U T DETAIL APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. N.T.S. TYPE '8' BROW DITCH D (DEPTH MAY VARY PER PROPOSED FINISH GRADE CLEANOUT FINISH ` p L PLAN, COLORED TAN) PL ESMT 0 RETAINING WALL PER S.D.R.S.D. OR STRUCTURAL DESIGN AS 4' COVER 2.•� GSLOPING NOTED ON PLAN PRIVATE 6" HOPE BA (TEXTURED & COLORED TAN) STORM DRAIN LATERAL 8" PVC \ j / ppF CKFILL) \`\\/ \ 1, fG•' (2% MINIMUM SLOPE) WATER MAIN 6" RETAINING WALL DRAINS 6 "x45' ANGLE 560 -C -3250 PER REPORT REFERENCED A �i i- 1, I.E. PER PLAN RAINING WApLPER S�' RETAINING WALL Q 2 S RUCTURAL WING SHEET 36 CTEXTURED & OLORED TAN) 4" ATRIUM GRATE NDS IJ�(76 OR CQUIVALENT 90' ELBOW CONCRETE IN GENERAL NOTE NO. 2 a , . :, MINIMUM (COLORED TAN) ON SHT. 1 ,. ° T� CLEARANCE PRIVATE 4" PERFORATED PRIVATE 6" 1' STORM DRAIN PIPE PER HOPE STORM MINIMUM PRECISE GRADING PLANS #4 ® 18" PER S.D.R.S.D. OR STRUCTURAL DESIGN AS NOTED ON PLAN (TEXTURED & COLORED TAN) PIPE THROUGH RETAINING WALL G. DRAIN LATERAL CLEARANCE 6" X 6" - W1.4 X W1.4 RETAINING WALL DETAIL #3 PRIVATE HPDE OR 8" Pvc a^ OR EQUIVALENT WIRE ENMESH TYPICAL TYPE 'B' BROW DITCH RCP STORM DR IN SEWER MAIN (SIZE PER PLAN (( ��)) DETAIL BEHIND RETAINING WALL RELUG (KcP) TYPE B BROW DITCH (COLORED TAN) S RUCTURAL WING SHEET 36 CTEXTURED & OLORED TAN) 4" ATRIUM GRATE NDS IJ�(76 OR CQUIVALENT 90' ELBOW PER S.D.R.S.D. OR STRUCTURAL DESIGN AS NOTED ON PLAN (TEXTURED & COLORED TAN) PIPE THROUGH RETAINING WALL G. 3.0'TYP. RETAINING WALL DRAINS tV . •. <`� N.T.S. AT 45' \ \ /,�A�c- ` \. PER REPORT REFERENCED o .• TYPICAL PRIVATE STORM �` RETAINING WALL PER RETAINING WALL PER - IN GENERAL NOTE N0. 2 1 #4 CONTINUOUS P/L P/L STRUCTURAL DRAWING STRUCTURAL DRAWING ON SHL 1 ° T TOP &BOTTOM FINISH GRADE I I DRAIN LATERAL CONNECTION SHEET 36 SHEET 36 � FINISH GRADE � N.T.S. (TEXTURED & RETAINING WALL DRAINS TEXTURED & (SLOPING BACKFILL) (SLOPING BACKFILL) ,0 COLORED TAN) PER REPORT REFERENCED COLORED TAN) RETAINING WALL DETAIL #8 CONCRETE SPLASH WALL I IN GENERAL NOTE NO. 2 \i�y\\y�y�\y \y�\y \y�\j�\ TYPE 'e' ON SHL 1 > 4G" ATRIUM TYPICAL AREA DRAIN DETAIL AT N.T.S., �?.,, BROW DITCH AN) k #76TORDS x BENCH BEHIND RETAINING WALL QUIVALENT § DISCHARGE THROUGH WALL FACE �• �• 3.O'TYP. 3.0'TYP. N.T.S. RETAINING WALL PER PIPE THROUGH RETAINING WALL PER TYPE BASIN TYPE 'B' BROW DITCH TYPE 'B' BROW DITCH STRUCTURAL DRAWING 90' ELBOW RETAINING WALL STRUCTURAL DRAWING (COLORED TAN) DEPTH MAY VARY PER (DEPTH MAY VARY PER SHEET 36 SHEET 36 LAN, COLORED TAN) PLAN, COLORED TAN) RETAINING WALL DRAINS TEXTURED & RETAINING WALL DRAINS TEXTURED & COLORED TAN) < COLORED TAN) PER REPORT REFERENCED PER REPORT REFERENCED 4" ATRIUM °'" 12 X 12 IN GENERAL NOTE NO. 2 ° . • a •, • IN GENERAL NOTE NO. 2 GRATE NDS ATRIUM GRATE ON SHT. 1 ° 4., ATRIUM ON SHL 1 4„ ATRIUM oFESSI 0 13 76 OR RETAINING WALL PER S.D.R.S,D, NDS f1280 OR : ' °. pR T EQUIVALENT OR STRUCTURAL DESIGN AS EQUIVALENT # � F GRATE NDS GRATE NDS NOTED ON PLAN PVC AREA DRAIN EQUIVALENT Q EQUIVALENT x (TEXTURED & COLORED TAN) RETAINING WALL PER' S.D.R.S.D. Q -Q 0- ((6 UNLESS OR STRUCTURAL DESIGN AS No. 47945 m / bTHERWISE NOTED) NOTED ON PLAN PVC AREA DRAIN o PVC AREA DRAIN m PIPE THROUGH ((4' UNLESS 4' UNLESS Exp. 12/31/13 / RETAINING WALL (TEXTURED &COLORED TAN) bTHERWISE NOTED M(ERWISE NOTED) 90' ELBOW G G ) b RETAINING WALL DRAINS RETAINING WALL DRAINS F q CIV1 ` PER IN GENERAL NOTE NO.C2D �� IN PER GENERAL NOTE NO. �� RETAINING WALL DRAINS PAD ELEV. PAD ELEV 7 �� / ON SHT. 1 ° ' ` :' T ON SHT. 1 ° T� PER REPORT REFERENCED / /` RETAINING REPORT REFERENCED ' /�� // IN GENERAL NOTE NO. 2 ; . IN GENERAL NOTE NO. 2 , .. `i .° ON SHL 1 ON SHE 1 °•.:° .: �� IIUNSAKER RETAINING WALL DETAIL #4 RETAINING WALL DETAIL #5 r &ASSOCIATES TYPICAL DRAIN DETAIL AT TYPE B BROW TYPICAL AREA DRAIN DETAIL AT TYPE 'B' RETAINING WALL DETAIL #6 RETAINING WALL DETAIL #7 0 5 ^ N a DITCH BEHIND RETAINING WALL BROW DITCH BEHIND RETAINING WALL TYPICAL DOUBLE RETAINING WALL SECTION TYPICAL TRIPLE RETAINING WALL SECTION a a, INC DITCH TO "F" CATCH BASIN TRANSITION DISCHARGE THROUGH WALL FACE AREA DRAIN PARALLEL TO RETAINING WALL W/ TYPE'B' BROW DITCH & AREA DRAIN W/ TYPE 'B' BROW DITCH & AREA DRAIN ENGGIANNING 9707Wg Street o INEERING San Diego, o, Ca 92121 N.T.S. N.TS N.T.S. N.T.S. N.T.S. SURVEYING PH(858)558 -4500 FX(858)5584414 0 z REVISIONS App'd Date 7 REVIS ONS App'd Date REFERENCES CITY OF ENCINITAS BENCH MARK Desi ned B Drawn B Checked B SCALE 9 y y REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. iS -BUILT C* - //Y OFFSITE IMPROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS CONTROL J.S.R. J.C.N. /A.S.V. SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal ROUGH GRADING PLANS FOR: p e0 ONSITE IMPROVEMENT PLAN 10900 -1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC N/A Plans Pr par 2d Un er Supervisioq Of. By; /�� By; ALT/y 10900 -G IN SW COR OF DRAIN INLET AT W SIDE OF PARKING / QUAIL GARDENS 6514 -I, 5790 -I LOT ON S SIDE SAXONY PLACE 200 FT w of Vertical Date 7 // /3 MASH MAHER & ENN PRtvA4 SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE SAXONY P -K4 R.S. 700 -I ESD 62 SAXONY ELV.= 175.189' (NAVD'88) —N/A ALISA S. VIALPAN 0 R.C.E. No. 47945 Date: 311( 113 Date: '-' , CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 03 OF 51 \ &Eng \Rough Grading Plan \0530- RG- 03.dwg[]Nov -27- 2012:11:25 ,' may;, bUllammi L AS I D ;pp i' p 1 4 L C .� �� � r. I DIP 1 ir� 7 L Z C 3 C C Z J e QI ' TYPE A BROW DITCH CH l 121.84; ry � ., , W -2; D= 1 ro�`v, SPLASH WALL ` • �-' ! ,/ / �, J x ER DETA lL. ON SHT. 02 P I - - I- ` : i " I I ,� ' / 2 • SUBDIVISION BOUNDAR 6 - 1 18.83 - h �A.yrr 1 I I , - 'TYPE 1 �, ON C SIDESIN I 2 OPEN tit %. i R.dW . , i � � � , -t � W/ SPLASH WALL �� I I j - ��� ON 1 SIDE , I � i Y1 / �� r l 246.3 TW L .- 241.0,FL OUT -, I 46 r ,245.0 TF BOUNDARY 249.0 TW I- I� 245.0 TF 24+68.76, 70.3 LT.- 1 EMOVE PLUG &CONNECT / HOA NAINTAf& MASONRY RETAINING C L TYPE A 4 NED 1 r' a 278 LANDSCAPE TO EXISTING 18 RCP DRAINAGE ESMT., WALL PER S.D.R.S.D. RIM= 244.50 x L - -- - /r FL 1 DRAT I / w 'C -4 , S E SHT. 03 237.47 FL IN _�� I J DETAIL f 7 237.14 FL OUT 252.0 TW CXOST E �T. I C RB A -6' I IN 1 29 250.8 I TW ' TW 2.7 FG \ P=246.0 249.. is 2 249:0 TW MONUMENT 'WALL PER: 42.5 1 C �r \ x� ✓ vt 25 .5 TW: P =2t7.b EXIST. LANDSCAPEIPLANS j I 252.5j: FGi 1 / 2443,,TF ��� I, 0-60', RCP / 6 / 19 +620 SD LINE LL - 243.6 TW REMOVE LUG EAR I 1 \ PLUG 252:5 G \ I 19+18.661 ( _ 242..3 TF CONNECT, TO EXIST � ESMT N 24 +27.24,''1" 0' LT.- 'SPACE S D ' 258.5 71M1I \' O LINE A'- ' i7 1 I 252.5 FG \ 10 +00.0 SD LINE Y7�L I I'I y`� r 258.0 TG \ C/L TYP ° A -4' C. 0. 47.0 A- C. ryoy' o ,' 254. / i 6 ti'T 258.0 TG 2 ! f 4 +03.75 5. (` TC ex/ST. 23855. \ \; D 5rA AS 75.0°> / ,$ _ r - C✓L - 41'G4EvAN 3 ryV� 24 6.72 C E o I 64.0 TW 3) ow , \ E , , / / 24 +65 E1/C 2:079 i s I W '2 '( P =252.5 1 SEE SHEET 14 43 `. f 8, A�_BROW;DI H 69.5 TW \ \♦ ¢ VC �- - 4.r Od 263.5 FG \ i /.; _, 1 c, g 24 +27.2 L FOGe / 5 II TYPE B BROW DITCH BUDNDq'IRY I W -2' D =1 \\ 6 24 fY I hl 258.0 TG,- } may+ EM'YS -L n A S ALENT _ 7 ry r XTAI FG \; SEE AlL RlG T. " S CE I .5 -o' RETAINING WALL ENGINEER 3. UTILITY HOA MAINTAINED STRUCTUR4L 'ENGINEER23a 4 .36 /' 0'� 240.5 LANDSCAP &' 0 TO AIL SEE ;SHT. 03 DETAIL8 t D�7AlNAGE ESMT. n I 3.0' I S OE i 273. l i 1 2' 9. 7W !r / ,` / Tc •8 F 6 \ 24 .O ;TW EVI3T �T EXIS C s & G TTE 264.0 TW / (/ I 40 ti ` 242.1?,, FG, \ %' R C TED E \ I 7 258.0 FG ; i )7 r, 2433 5 2475 7W % t � • 258, 5 TW r , ti � � - $ I . / t / 252.5 FG FG 243.0 TW `fi 1 I \ 1 ! i �� 0• p 241.0 FG �� \ 242- 1h ?� - MONUMENT N I i / \ WALL PER ° € " .SEW LANDSCAPE p f PLANS CURB i '1, - -'./ ` 0' `/" ✓ k / CURB \ \ 2 L 25,5.9 FL 3j / / �� 124 INLET f 1ST., 265.8 TW ? 4 DIST HARGE PIPE THROUGH &FACE 42.2 , 6 _ tir/ v r . OF WALL PER DETAIL SHEET 03 C. . r� 269.3 i� ,ems ,,, f . 3 , . 265.Q FG _ ly.::. �, Q.7 75 RT.= `r 247.5 TW \ 4J0 \, 1 25 .1 3+ 15 26 3 39:0 FG. 'Ir - 'lr 'R - ,J _ _'�( / \ 18 +01.42 'SD LINE Ac 242.5 FG SU S 247.5 TW 1 _ l % l l 22+8873 242 5 FG - � 22.5' HUN. A aG. PT, ,'� - - .-- ..._•rir��. _ If P.3 #09:71 RETAINING WALL PER STRUCTU%4L ENGINEER SEE "SHT, 03 DETAIL f/3 f HOA MAINTAINED LANDSCAPE �N ' l ll ryl t f 6 O'_ t a_ - 01 DRA NADE .ESMT ; h RE - 1 0 , i` r i= I' / 1 Grading Plan\ 0530- RG- 10.dwg []Mar -18- 2013:11:48 '` / PER 10900WER RADIUS LENGTH >60 >p0, / �I 21N ! SCALE 76.42' o 40 N 36 8'30" € Il ^ 76.42' 18" HDPE P=251.0 N 73;37'49" E .N N 18" HDPE 42 j / 24.25' 18" HDPE 43 N 77'04'45" E Horizontal 3.30' 18" RCP 44 14 55'50" 150.00' 39.09' 18" RCP I - „ 5'8 0' 8" HDPE SAXONY P -0 R.S. 700 -I ESD 62 N/A S 32' PUBLIC ESMT, FOR PRIVATE STREET CIF �' V 8 PVC WATER PER 10900�I I I 0' PP/ 10' PEDESTRIAN ACCESS ESMT. I W 1 " \ 32't SEE DEr S 4 .0 I I a I D SGT W ER DST MT CINITAS I \k SANITARY PUBLIC ES I o - - - - -- I I-------- \I 27 4. +2J.75 SD LI NE A . dT I421 I `13, .5 i ji 11 1 ! t t I � - -- l + II 1 K1 ZI �I I Q o jl SEE SHEET 9 I I 16° 20 0 20 40 60 SCALE 1 "= 20' M M 240."j 1-9,54 M 242.03 TC 233.67 FL WS -L -4 -8 237.63 FL 239.90 FL F / / a MODULAR WETLANDS SYSTEM (MWS- L -4 -8) SCALE: 1 " =10' NOTE: STORM WATER IMP -NOT TO BE PAVED, MODIFIED OR ALTERED WITHOUT A CITY PERMIT. SEE SHEET 12 FOR MWS CATCH BASIN DVERT DETAIL. STORM DRAIN DATA (:::) BEARING /DELTA RADIUS LENGTH REMARKS 39 ;J 14'08'30" E SCALE 76.42' 18" HDPE 40 N 36 8'30" € CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT 76.42' 18" HDPE 41 N 73;37'49" E 37.07' 18" HDPE 42 N 12'55'15" I'; J.C.N. /A.S.V. 24.25' 18" HDPE 43 N 77'04'45" E Horizontal 3.30' 18" RCP 44 14 55'50" 150.00' 39.09' 18" RCP 451 N 1'1" E 5'8 0' 8" HDPE No. 47945 Exp. 12/31/13 HUNSAKER j & ASSOCI TES1 I SAN DIECO, INC ..n PLANNING 9707 Waples Street C) ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500- FX(858)558 -1414 C) O 2 SIONS Ap 'd Date REFERENCES CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn B Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 6 �i OFFSFE IMPROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV. 175.189' (NAVD'88) J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. / ONSITE IMPROVEMENT PLAN 10900 -I Horizontal .. Plans Prere ar r SupervisiOJl Of <� Date 3 /07/3 ALISA S. VIALIPANDO R.C.E. No. 47945 By: By: MASH MAHER ENN PRUIM Date: 311q/13 Date: 3 2-? ROUGH GRADING PLANS FOR: ALTA SAXONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA 10900 -G 1 " =20' Vertical IY/f'I QUAIL GARDENS 6514 -I, 5790 -I SAXONY P -0 R.S. 700 -I ESD 62 N/A SHEET 10 OF 51 i~ EROSION CONTROL PLAN SCALE: 1 " =60' AS BUILT Date SIGNATU e AL /SA S. V 1ALPgN00P,E. No. 47945 Printed Name My Registration Expires LA A17 Discipline CIVIL I,, ll 10 '0 • 60 120 180 �_ 60 END [VISION BOUNDARY... ERTY LINE.......... ................... 4 DRAIN............ INLET ............. 90UT ............... 'TION OF FLOW...... L BAGS............ FENCE ............. CRUCTION ENTRANCE.. )SEED .............. MIX SHEET 12) TIDE TREATMENT SWALE DETAIL ON SHT. 03) REVISIONS Ap 'd HUNSAKER 2% tk- & ASSOCIATI D12/31/13 _. .. ,, ., S A N D I E C O, I N C 00000000 Drawn By V REVIEWED BY PLANNING 9707 Waples Street .9S - oull_T ENGINEERING San Diego, Ca 92121 SURVEYING PH(8S8)SS&4SOOFX(858)558.1414 OFFSITE IMPROVEMENT PLAN 11294 -1 PT• No. 1026 (ENC -26) of CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5° CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 20o Fr W OF SAXONY ELV. 175.189' (NAVD'88) J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. 0 116-11910 SITE IMPROVEMENT PLAN 10900 -1 Horizontal Plans Pre ar d Under Supervisio Of Date / �� / ALISA S. VIALPAN 0 R.C.E. No. 47945 By. /1A By: pM'ASIH MAHER (�[ E N V7 M Date: 3 (Q_/ �3 Date: 3 y° O 10900 -G 1 ^ =60' Vertical QUAIL GARDENS 6514 —I 5790 —I REVISIONS Ap 'd HUNSAKER REVISIONS tk- & ASSOCIATI D12/31/13 _. .. ,, ., S A N D I E C O, I N C Designed By Drawn By Checked By REVIEWED BY PLANNING 9707 Waples Street .9S - oull_T ENGINEERING San Diego, Ca 92121 SURVEYING PH(8S8)SS&4SOOFX(858)558.1414 REVISIONS Ap 'd Date REVISIONS App'd I Date I REFERENCES I CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. .9S - oull_T 0-11- OFFSITE IMPROVEMENT PLAN 11294 -1 PT• No. 1026 (ENC -26) of CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5° CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 20o Fr W OF SAXONY ELV. 175.189' (NAVD'88) J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. 116-11910 SITE IMPROVEMENT PLAN 10900 -1 Horizontal Plans Pre ar d Under Supervisio Of Date / �� / ALISA S. VIALPAN 0 R.C.E. No. 47945 By. /1A By: pM'ASIH MAHER (�[ E N V7 M Date: 3 (Q_/ �3 Date: 3 y° EROSION CONTROL PLANS & MODULAR WETLANDS OVERT DETAIL: ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE CASE NO 11 -115 TMDRMOD /RA/DR /CDP /FIA 10900 -G 1 ^ =60' Vertical QUAIL GARDENS 6514 —I 5790 —I SAXONY P-0. R.S. 700 -1. ESD 62 SHEET 11 OF 51" N/A 'q 1 0 I O O O Z IN EROSION CONTROL NOTE (SEE ALSO BEST MANAGEMENT PRACTICES NOTES) IF PADS WILL REMAIN VACANT FOR MORE THAN 3 WEEKS, OR AT DISCRETION OF CITY ENGINEER, ENTIRETY OF ALL PADS SHALL l.IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHUCK ISBELL AT BE HYDROSEEDED. (760) 784 -1302, 24 HOURS A DAY. 2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15).ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON 1' OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID SILT FENCE CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. BID FENCE 3.DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR, 4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO SILT FENCE-1310 THE CITY ENGINEER. EXCAVATED O O� DIRECTION OF �� No W= 759 ROADBED ROADBED O STREET FLOW O FENCE WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER O 12 LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF CD CD O O 90/80 THE HYDRO- SEEDED GROWTH. O 4 8'(MIN.) SPACING EACH RUN -OFF PRODUCING RAINFALL. /� p /� SEPARATION DETAIL 5.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL NOT TO SCALE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN FOR VEHICLE INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MIMULIS AURIANTIACUS MAY ARISE. NOT TO SCALE A. SEED MIX SHALL CONSIST OF NO LESS THAN: BIO FENCE 6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SECTION A -A PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED RHUS INTERGRIFOLIA o NOT TO SCALE WATERS CREATE A HAZARDOUS CONDITION. 11 70/50 1' 7.ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING SILT FENCE 10 R W PLAN SHALL BE INCORPORATED HEREON. BROWDITC �p 8.GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM PER PLAN g y� 5' THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT SILT FENCE - BI O FENCE THE PROBABIILITYYFFORECAST WORKING XCEEDS FORTY PERCENTTHE40 %).SILT AND OTHER SEPARATION DETAIL WITH B ROW DITC H DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 4 "a" ABOVE. NOT TO SCALE 10. SHOULD GERMINATION OF HYDRO - SEEDED SLOPES FAIL TO PROVIDE HIGH EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO I NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND I o SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT — 6' OF CONSERVATION B HYDROSEED NOTES WEIR B o a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A B'(MIN.) SPACING 1. HYDRO - SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE FOR VEHICLE 200' MAX. DVERT &DETAIL: ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ACCESS b. THE ADDITION OF SOIL AMMENDMENTS,PH ADJUSTMENTS, (SEE TABLE BELOW) RV /NJ ARE: LEACHING OR COVERING SALINE SOILS TO PROVIDE 8 8 A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. CO I VIABLE CONDITIONS FOR GROWTH. t4A 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO - SEEDING IS THE SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION O O i 36" 12" MIN. RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY O ERIGONUM FASCICULATUM GRAVEL BAGS (TYR) THE CITY ENGINEER. EXCAVATED O O� DIRECTION OF �� No W= 759 ROADBED ROADBED O STREET FLOW O WIDTH 2. IRRIGATION SHALL BE PROVIDED TO MAINTAIN THE MOISTURE O O 12 LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF CD CD O O 90/80 THE HYDRO- SEEDED GROWTH. O 4 8'(MIN.) SPACING O FIRST ROW OF BAGS 4 O 80/60 FOR VEHICLE 3. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: MIMULIS AURIANTIACUS ACCESS X A. SEED MIX SHALL CONSIST OF NO LESS THAN: PS PHACELIHACELIA CAMPANULARIA A SECTION A -A 3 4 ERIGONUM FASCICULATUM MIN.% PURITY/ PLAN LBS /ACRE BOTANICAL NAME GERMINATION NOT TO SCALE 2 ARTEMISIA CALIFORNICA 05/06 12 2 CASSIMONIA CHEIRANTHIFOLIA 90/80 4 ENCELIA CALIFORNIA 40/60 FIRST ROW OF BAGS 4 ERIGONUM FASCICULATUM 20'-L30' 5' 31 " -40' 7' 41'-50' 9' 51 -60 10.5 61 -70 12 4 ERIGONUM FASCICULATUM LESS TO BE HALF BURIED BURIED 3 ESCHSCHOLZIA CALIFORNICA 98/80 2 GRAVEL BAGS (NP.) 12 FESTUCA RUBRA 'MOLATE' 95/80 \ 1 LAYIA PLATYGLOSSA 60/60 6 LOTUS SCOPARIUS 90/80 P.O. BUS 869 4 MELICA IMPERFECTA 80/60 BAG VELOCITY REDUCER 3 MIMULIS AURIANTIACUS 02/60 SYSTEM 3 PS PHACELIHACELIA CAMPANULARIA 98/75 SECTION A -A 3 RHUS INTERGRIFOLIA o NOT TO SCALE 2 SALVIA MELLIFERA 70/50 NF Y, 8 VULPIA MICROSTACHYS 90/80 B. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB - SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO OR PRINTED ON SAID CONTAINERS. STREET SLOPE INTERVAL LESS THAN 29 200' 29 TO 49 100' 49 TO 109 50' MORE THAN 109 25' C. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE a Drawn By 8 HYDRO - SEED SLURRY AT THE DISCRETION OF THE NOTE: PROVIDE VELOCITY REDUCER IN ALL CONTRACTOR. UNPAVED STREETS AT THE INTERVALS DRAWINGS INDICATED ABOVE. Vertical D. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN MODULAR iJEPLANl7 S'!STEMS INC. NAME 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SILT FENCE P.O. BUS 869 D V E R T SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED GRAVEL BAG VELOCITY REDUCER FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE NOT CONTRIBUTE www,ModularWetUands,con SYSTEM ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO NOT TO SCALE SEDIMENT OFF -SITE AND CAN PROPRIETARY AND CONFIDENTIAL LESS THAN 50`o OF THE STRAW INTO THE SOIL. &ASSOCIATES o THE INFORMATION CONTAINED IN THIS 4. AREAS TO BE HYDRO- SEEDED SHALL BE PERPARED PRIOR TO R /(,y 1)wL NO NF Y, HYDRO- SEEDING BY: R W A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A 0 �p COMBINATION OF: 0 5' g y� 5' a. TRACK WALKING SLOPES STEEPER THAN 6:1, o 0 b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM PH(858)558 -4500. FX(858)558 -1414 O 4 "a" ABOVE. I 2' BAGS HIGH SHEET 1 �F 1 I D B. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR PLANTING BY: I o 6' — 6' O B WEIR WEIR B o a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A Drawing No. 3 I DAMP BUT NOT SATURATED SEED BED. DVERT &DETAIL: ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE b. THE ADDITION OF SOIL AMMENDMENTS,PH ADJUSTMENTS, i RV /NJ SHEET 12 OF 15U LEACHING OR COVERING SALINE SOILS TO PROVIDE 8 8 O CO I VIABLE CONDITIONS FOR GROWTH. 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO - SEEDING IS THE PERMANENT LANDSCAPING,UNTIL THE PROJECT IS COMPLETED AND i ALL SECURITY RELEASED. d I Date - eU /LT' PLAN SUMP NOT TO SCALE CITY OF ENCINITAS BENCH MARK STEEL OR WOOD POST X36" (1m) HIGH MAX. PONDING HEIGHT FLOW 4 "x 6" TRENCH WITH COMPACTED BACKFILL TRENCH DETAIL NOT TO SCALE 36" 9" MAX. STORAGE HT. PONDING HEIGHT FLOW MIN. IN ROCK 8„ 12" MIN. INSTALLATION WITHOUT TRENCHING NOT TO SCALE DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 29 ROADWAY STRAW BALES, GRAVEL BAGS. \ OR CONTINUOUS BEF EQUIVALENT HEIGHT SUPPLY WATER TO WASH WHEELS IF NECESSARY 20'(6m)R� FLOW SECTION E -E SPILLWAY PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SIN CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 Fr W OF I e ?••/ ANGLE STAKE AT 90' TO FACE OF SLOPE 015' INTERVALS FIBER ROLL LOCATION PER PLAN h FIBER ROLL INSTALLATION IJOT TO SCALE R GREATER FILTER FABRIC NOTE USE GRAVEL BAGS, STRAW BALES OR OTHER APPROVED METHODS / TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. -� •.'.�����Ga All•aJ �•il� =a, -i A� �- •�•a�J -aJ �•a� I Y Iii:y •��1 i US two DIVERSION RIDGE 50'(15m) MIN. PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT NOT TO SCALE TYPE 'B' BROW DITCH t� f3 DVERT TH MODULAR WATER QUALITY DIVERSION WEIR SYSTEM M O DU ' A R WETLANDS TROUGH/PIPE FLOW RATE 1A (MM.) a Drawn By 8 TOR v 2 (ck) ,,p PROFILE - CATCH BASIN WALL OF CATCH BASIN (NEW OR EXISTING)'''���\\\ 10" X HIGH MANHOLE COVER BIAXIAL FIBERGLASS DIVERSION TROUGH PEAK FLOW=. 74 CFS a 8" PIPE CURB OPENING II�VdI�I S =0.010 (MIN) TOP VIEW - CATCH BASIN INSTALLATION NOTES 1. TROUGH TO BE CONNECTED TO CONCRETE BELOW CURB OPENING USING 1/2' x 1-1/2' 316 STAINLESS STEEL SPIKE MUSHROOM HEAD DRIVE ANCHORS SPACED 12' ON CENTER 2. USE BAP CONCRETE WATERTIGHT FILLER & SEALANT TO SEAL SEAM BETWEEN FIBERGLASS WEIR & CONCRETE WALL OF CATCH BASIN, I A I REINFORCED I I CONC. SLAB HEAVY BROOM FINISH ------ - / BT A -- - - - ; - - - -- A 3x3" CONNECTOR JOINT TRAIL PATH CROSSING DETAIL NOT TO SCALE HEAVY 4 IST. -i--I- i--f- 1' 1' TYPE 'B' GROUT & SEAL JOINTS BROW DITCH BETWEEN DITCH AND PER D -75 CONCRETE SLAB SECTION A -A NOT TO SCALE 10' MAX. SPACING WITH WIRE SUPPORT FENCE 6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE � STEEL OR WOOD POST EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST ]Af 111//%%// it �%/ SCALE f Drawn By -------- - -- -- ---- TO WATER �-� QUALITY UNIT -- vaMES J.S.R. J.C.N. /A.S.V. orizontal TROUGH ISOMETRIC VIEW DRAWINGS NOT TO SCALE Vertical PATENT PENDING MODULAR iJEPLANl7 S'!STEMS INC. NAME DATE SILT FENCE P.O. BUS 869 D V E R T DRAWN N OCEANSIDE, CA 42049 NOT CONTRIBUTE www,ModularWetUands,con SYSTEM EDITED NOT TO SCALE SEDIMENT OFF -SITE AND CAN PROPRIETARY AND CONFIDENTIAL &ASSOCIATES o THE INFORMATION CONTAINED IN THIS COMMENTS, SIZE 1)wL NO NF Y, DRAWING IS THE SOLE PROPERTY OF . PLANNING MODULAR WETLAND SYSTEMS INC. ANY �p REPRODUCTION IN PART OR AS A WHDLE San Diego, Ca 92121 O WITHOUT THE WRITTEN PERMISSION OF SURVEYING PH(858)558 -4500. FX(858)558 -1414 O MODULAR WETLAND SYSTEMS INC IS PROHIBITED. SCALE 150_.1 UNITS_ INCHES SHEET 1 �F 1 - 4 IST. -i--I- i--f- 1' 1' TYPE 'B' GROUT & SEAL JOINTS BROW DITCH BETWEEN DITCH AND PER D -75 CONCRETE SLAB SECTION A -A NOT TO SCALE 10' MAX. SPACING WITH WIRE SUPPORT FENCE 6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE � STEEL OR WOOD POST EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST ]Af 111//%%// it �%/ SCALE Designed By Drawn By Checked By REVIEWED BY J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. orizontal B Y- By. Plans pa ed U der Supervisioq 0J S' Date //////3 ALISA S. VIALPA DO R.0 -E_ No. 47945 N/A Vertical MASIH MAHER GN Date: 3��q / �3 Date: 5%z N/A 3" MIN. #4 BARS 0 6" O.C. 1 " MIN. #4 BARS (TYP.) SECTION B -B NOT TO SCALE a ° d FLOW o. Printed Name My Registration Expires 12/17 DisciplineGlVIL- d ° ° d d `d\ a d 4 4 d FLOW ° ° a NOTES: ° d 1. SILT FENCE SHALL BE PLACED ON SLOPE '4 - CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ° d FLOW 2. INSPECT AND REPAIR FENCE AFTER EACH AS BUILT _ &h7 J` Date 45 SIGNATUFJE Al 1SA S �/lALPifNDl7 PE N 47"5 No. 47945 Exp. 12/31/13 ■ ■ ■. ° STORM EVENT AND REMOVE SEDIMENT WHEN d NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. SILT FENCE 3. NT SHALL REMOVED SEDIMENT 7�T V� H V 1V SA1�LR N TO THAT WILL NOT CONTRIBUTE NOT TO SCALE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY &ASSOCIATES o STABILIZED. SAN DIECO, INC I PLANNING 9707 Waples Street �p ENGINEERING San Diego, Ca 92121 O SURVEYING PH(858)558 -4500. 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I • 11 �, EE E OE OOOOMEEE000000000 E E EE EEEE RENEE IO • �M E ENN E E mom NEEEEEEiEEE ` ®SEEM EMEMM0EEOE NE OE ®E MENEMEEN MEOEO MEN INN ONS NE EO OE OOOEEEEE' ® ®Q7JTiiTSa ®R ®� �E 0 NONE 0 S 00000E VISE MEEEONOOEO immommmomim ®SIR EEM 0 OOOOOOOEEMOOO ®O 000MO ®SOS ONN��I+ROS�OINE OOOOOOON00 E NOMEEN M EEME N ENOMEEMENEE EEEEE® MMOMMEMEMEEEMMMEM 000 ERNE E ® ®NE EEEEOEEEMME�EMEEE ®SSIONM ®_. •'.� ®E 0 ® ® ® ® ® ® ® ® ® ® ® ®NE ®® OEEEN E MEMOOO ®® ® NOME ®ME ® MENOEOEOEEEEOEEOEE ®ON ® ®® ® ® ®0 SOMME ® ® ® ® ®�® EEO MENEM . . • :- •. MEME__ �. 1 ..1 1.11 ' • -•• -• •- •- • • / •. a. .i 1 1 1.11 •i �� i 1 MEMO AS UU���F V O 2 D cr J Q 00 �t O I O O O O 2 AG- TEMPORARY DESILTATION BASIN #1: TEMPORARY DESILTATION BASIN #2: 36" RISER STREET 30" RISER SD LE @MAIN RIM ELEVATION= 211.50' SD LAT SIZE RIM ELEVATION= 218.75' 1. BOTTOM ELEVATION= 207.00' STORM DRAIN BOTTOM ELEVATON= 214.50' SD LAT SLOPE 'A' TOP ELEVATION= 213.00' SD LAT LENGTH 'B' TOP ELEVATION= 220.00' 04 BOTTOM WIDTH =48' SIZE & SLOPE BOTTOM WIDTH =45' oa; BOTTOM LENGTH =98' w� BOTTOM LENGTH =91' COMPLETE LOOPED WATER SYSTEM TO EUGENIE AVENUE. PER PLANS EMERGENCY SPILLWAY: t ¢ EMERGENCY SPILLWAY: 213.4b °„Q W= 22.5', D =0.5' PRIOR I j w (o l W= i 5', 0=0.5' PER PLANS (B) (2q MINIMUM SL PARK 4 I PHASE PLAN NOTES: PER RESOLUTION NO. PC 2012 -16, CONDITION SCB AND SUBJECT TO MODIFICATION BY THE CITY ENGINEER. PHASE 1 (LOTS 29 -37 & 60 -69): PRIOR TO THE ISSUANCE OF GRADING PERMIT: PHASE PLAN SCALE: 1 " =150' 1. DEMOLISH AND REMOVE EXISTING GREENHOUSE AND ACCESSORY STRUCTURES SUBJECT TO GRADING BOND IN PLACE. 2. COMPLETE OFFSITE WATER IMPROVEMENTS ON ECKE RANCH ROAD. PHASE 1A: PRIOR TO THE ISSUANCE OF 1ST BUILDING PERMIT: 1. INITIATE ROUGH GRADING OF THE ENTIRE SITE AND CONSTRUCTION OF MAJOR RETAINING WALLS. ROUGH GRADING SIGN OFF CAN BE DONE BY PHASE. 2. COMPLETE REMOVAL /BURIAL OF CONTAMINATED SOILS WITH APPROVAL AND COMPLETE SIGN OFF FROM DEH. 3. INSTALL TEMPORARY DESILTATION BASINS IN PROXIMITY TO LOT 1 AND LOT 18 ADJACENT TO SAXONY ROAD. 4. INSTALL THE BACKBONE STORM DRAIN SYSTEM ALONG SAXONY ROAD AND WITHIN PHASE 1. 5. COMPLETE SEWER, WATER AND STORM DRAIN IMPROVEMENTS AND STREET IMPROVEMENTS TO CHANNEL ISLAND DRIVE FROM QUAIL GARDENS DRIVE TO THE WESTERLY EDGE OF LOT 60. INSTALL TEMPORARY BLOW OFFS /AIR VACS /END CAPS. PHASE 113: PRIOR TO THE ISSUANCE OF 1ST FINAL OCCUPANCY OR 1. COMPLETE FULL OFFSITE IMPROVEMENTS ON PASSIFLORA AVENUE AND EUGENIE AVENUE CUL -DE -SACS. 2. COMPLETE ALL INTERSECTION IMPROVEMENTS TO QUAIL- GARDENS DRIVE AND CHANNEL ISLAND DRIVE INCLUDING ASSOCIATED LANDSCAPING. INSTALL TEMPORARY BLOW OFFS /AIR VACS /END CAPS. 3. COMPLETE FULL STREET IMPROVEMENTS ON SAXONS ROAD. 4. COMPLETE UNDERGROUNDING OF ALL ELECTRIC, TELEPHONE AND CABLE UTILITIES. PHASE 2 (LOTS 38 -59): PRIOR TO THE ISSUANCE OF THE 1ST BUILDING PERMIT FOR PHASE : 1. COMPLETE SEWER, WATER, STORM DRAIN AND STREET IMPROVEMENTS FOR THE BALANCE OF CHANNEL ISLAND DRIVE. INSTALL TEMPORARY BLOW OFFS /AIR VACS /END CAPS. PRIOR TO ISSUANCE OF 1ST FINAL OCCUPANCY FOR PHASE 2: IMPROVEMENTS FOR CHANNEL ISLAND DR.,POLARIS DR. & JOCELYN WAY PER DWG. NO. 10900 -I IMPROVEMENTS FOR SAXONY RD., . QUAIL GARDENS DR., ECKE RANCH RD., EUGENIE AVE. & PASSIFLORA AVE. PER DWG. NO. 11294 -I C.M.Q. RISER HOT- DIPPED FULLY COATED GALVANIZED 12 GAUGE 2 -213" x 112" CORRUGATIONS, DIAMETER PER PLANS. CUT 5 HORIZ. SLOTS OF 114" x 10" EQUALLY SPACED AROUND CIRCUMFERENCE, FIRST ROW TO BE 4" BELOW UNIVERSAL BAND COUPLER. SECOND ROW TO BE STAGGERED AT 5 1/3" BELOW FIRST ROW. CONTINUE STAGGERED ROWS UNTIL 24" ABOVE SOFFIT OF PRIVATE STORM DRAIN PIPE. WRAP RISER WITH TREVIRA 51115 FILTER FABRIC OR EQUAL. DIAMETER EQUALS SIZE OF RISER PER PLAN 118-02`x48- ANTI- VORTEX PLATE TOP VIEW 5 #3 REBARS EVENLY SPACED & SPOTWELDED SPOTWELD EACH TO END OF POST BOTH POST 4 PLACES SIDES 2 UNIVERSAL BAND COUPLERS MATCH TOP #3 REBARS OF COUPLER W/ SPACED @ 6 "O.C. TOP OF RISER FRONT VIEW DEBRIS RACK CAGE SHALL BE HOT- DIPPED GALVANIZED DEBRIS RACK CAGE DETAIL NOT TO SCALE L LU E N D 'W' PER PLAN LOT NO . .............. 62 PHASE 1 1 ONN I r' 0 TOP OF BASIN PHASE 2 ® SPILLWAY PER PLAN PHASE 3 Y ?� FLOWLINE ti, D' PER PLAN SEWER MAIN -S- WATER MAIN -W- 6"- PSI 6„ ` AIR- PP LA LA CED CONC. STORM DRAIN - - WITH 6'x6 "- j10Xf/10 WIRE MESH i TOP OF BASIN PER PLAN SPILLWAY ---- --- ----------------- ----- - - - -� 6» -2500 PSI FLOWLINE Z 1 % AIR- PLACED CONC. WITH 6"x6"- 1110X//10 tit ?•� WIRE MESH BOTTOM OF BASIN SLOPE BOTTOM PER PLAN 2' r SPILLWAY FOR DESILTING BASIN NOT TO SCALE 6' CHAIN LINK FENCE PER R.S.D. M -6 (TYP) 5' TOP AND BOTTOM LENGTH VARIES VARIES AND WIDTH PER PLAN STOP OF BASIN DEBRIS RACK CAGE r D t VEGETATION PLANTED (SEE DETAIL @ RIGHT) ON SLOPES (TYP.) SEE SHEET 20 2.0' FOR ADDITIONAL _I STORAGE 2' MIN. 1' PAINT STRIP 1% SEE BACKFILL N MIN 3' NOTE 1' MIN. '7 WATER LEVEL Q100 -h= HEADWATER ABOVE F'SER - RISER SPILLWAY ELEVATION PER PLAN /�314" GRAVEL MOUND AROUND PIPE 170 - A - ELEVATION PER PLAN (A) 1'MIN. P.C.C. FILLET PER CALTRANS STD. PLAN D -96 PCC ANCHOR BLOCK 12" MIN. REINFORCE W/ 6 "x6 7x10 GAUGE WELDED WIRE FABRIC RETURN TO THE DESILTING BASIN OR TEMPORARY EROSION CONTROL MOVEMENT INTO DOWNSTREAM AREAS DURING DESILTING BASIN DETAIL SUBSEQUENT RUNOFF. THE DESILTING BASINS ARE PRIVATE FACILITIES AND THE CITY WILL NOT (PRIVATELY MAINTAINED) BE RESPONSIBLE FOR THEIR MAINTENANCE, REPLACE FILTER FABRIC IF G. `MAGED DURING NOT TO SCALE CLEANING OPERATIONS. REVISIONS App'd Date REVISIONS App'd Date REFERENCES CITY OF ENCINITAS BENCH MARK SD 2..97-.5 ;LOTS 2 ?as OFFSITE IMPROVEMENT PLAN 11294 -1 PT. No 1025 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. !3U11_ 7- 0 -I�'1 ONSTE IMPROVEMENT PLAN 10900 -1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC QUAIL GARDENS 6514 -1, 5790 -1 IN SW COR OF 9RAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY P -K4 RS 7nn -I FSI1 R? SAXONY ELV =175.189' (NAVD'88) I� C ALTA'STORM DRAIN LATERAL DATA TABLE UST # STREET STREET STATION SD LE @MAIN SD MAIN SSE SD LAT SIZE SD LAT LE @ LUG OR WYE 1. COMPLETE SEWER IMPROVEMENTS IN UTILITY CORRIDOR STORM DRAIN SD EAT TOTAL LENGTH 'A' SD LAT SLOPE 'A' DIST TO SWR MAIN SD LAT LENGTH 'B' SD LAT SLOPE 'B' SD LAT LE @ B' (LOT 75)& JOCELYN WAY WITH TIE -IN TO SAXONY ROAD. SIZE & SLOPE SD LAT LE @ SWR XING SENEFt E@ SD XING SD LAT / SWR CLEAR DIST TO WFR MAIN 2. COMPLETE LOOPED WATER SYSTEM TO EUGENIE AVENUE. PER PLANS SD LAT LE B' POLARIS DR. PHASE 3 (LOTS 1 -28): 213.4b PIPE JOINT 6 PRIOR TO THE ISSUANCE OF THE 1ST BUILDING PERMIT FOR FL PER PLANS (B) (2q MINIMUM SL PHASE 2 1'MIN. 1. COMPLETE SEWER, WATER, STORM DRAIN AND STREET NOTE. TRENCH BACKFILL SHALL CONSIST OF NATIVE CLAYEY MATERIAL, POLARIS DR. IMPROVEMENTS FOR POLARIS DRIVE AND JOCELYN WAY. 14.55 12 6 AND SEWER AND STORM DRAIN INTO SAXONY ROAD. RO ADD . APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT.OPEN 5.00 220.24 GRADED, PERMEABLE MATERIAL SHALL NOT BE USED AS BACKFILL. PRIOR TO ISSUANCE OF 1ST FINAL OCCUPANCY FOR PHASE 3: MAINTENANCE 13 +28.71 1. COMPLETE SURFACE IMPROVEMENTS TO LOT 75 TRAIL. SEDIMENT SHALL BE REMOVED WHENEVER 216.54 2. COMPLETE TRAIL IMPROVEMENTS TO LOT 12 (WITH STORAGE CAPACITY AT THE PAINT STRIPE HAS 13.14 38.12% COMPLETION OF HOMES FOR LOTS 12 & 13) . BEEN ACHIEVED. SEDIMENT SHALL BE DISPOSED OF POLARIS DR. 13 +79.04 217,04 IN SUCH A MANNER THAT WILL PREVENT ITS 6 1' MIN. '7 WATER LEVEL Q100 -h= HEADWATER ABOVE F'SER - RISER SPILLWAY ELEVATION PER PLAN /�314" GRAVEL MOUND AROUND PIPE 170 - A - ELEVATION PER PLAN (A) 1'MIN. P.C.C. FILLET PER CALTRANS STD. PLAN D -96 PCC ANCHOR BLOCK 12" MIN. REINFORCE W/ 6 "x6 7x10 GAUGE WELDED WIRE FABRIC RETURN TO THE DESILTING BASIN OR TEMPORARY EROSION CONTROL MOVEMENT INTO DOWNSTREAM AREAS DURING DESILTING BASIN DETAIL SUBSEQUENT RUNOFF. THE DESILTING BASINS ARE PRIVATE FACILITIES AND THE CITY WILL NOT (PRIVATELY MAINTAINED) BE RESPONSIBLE FOR THEIR MAINTENANCE, REPLACE FILTER FABRIC IF G. `MAGED DURING NOT TO SCALE CLEANING OPERATIONS. REVISIONS App'd Date REVISIONS App'd Date REFERENCES CITY OF ENCINITAS BENCH MARK SD 2..97-.5 ;LOTS 2 ?as OFFSITE IMPROVEMENT PLAN 11294 -1 PT. No 1025 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. !3U11_ 7- 0 -I�'1 ONSTE IMPROVEMENT PLAN 10900 -1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC QUAIL GARDENS 6514 -1, 5790 -1 IN SW COR OF 9RAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY P -K4 RS 7nn -I FSI1 R? SAXONY ELV =175.189' (NAVD'88) I� C ALTA'STORM DRAIN LATERAL DATA TABLE UST # STREET STREET STATION SD LE @MAIN SD MAIN SSE SD LAT SIZE SD LAT LE @ LUG OR WYE ESMT FG SD LAT DEPTH @ ESMT SD LAT LE @ ESMT SD EAT TOTAL LENGTH 'A' SD LAT SLOPE 'A' DIST TO SWR MAIN SD LAT LENGTH 'B' SD LAT SLOPE 'B' SD LAT LE @ B' SD LAT LENGTH 'C' SD LAT SLOPE 'C' SD LAT LE @ SWR XING SENEFt E@ SD XING SD LAT / SWR CLEAR DIST TO WFR MAIN SD EAT LE @ WTR XING WATER IE @ SD LAT XING SD LAT / WTR CLEAR SD LAT LE B' POLARIS DR. 12f05.7+ 213.4b 12 _ 6 g,, 213.71 21 1 3.73 5.00 1 ' MINIMUM (2q MINIMUM SL STORM DRAIN LATERAL MINIMUM SLOPE) 2 218.75 16.00 31.51 %. NIA 3 POLARIS DR. 12+51.16 14.55 12 6 214.80 22524 5.00 220.24 15.72 34.64% "1A 4 POLARIS DR. 13 +28.71 216.29 12 6 216.54 226.55 5.00 .221.55 13.14 38.12% "1A 5 POLARIS DR. 13 +79.04 217,04 12 6 217.29 227.31 5.00 222.31 12.59 39.87% NIA 6 POLARIS DR. 13+97.71 217.34 12 6 217.59 227.59 5.00 222.59 13.05 38.31% 7 POLARIS DR. 14 +38.44 217.90 12 6 218.15 228.20 5.00 223.20 8.79 57.47% 8 POLARIS DR. 14+91.98 218.79 12 6 219.04 229.00 5.00 224.00 16.00 31.03% N'A 9 POLARIS DR. 15+59.48 219.56 12 6 219.81 230.02 5.00 225.02 14.75 35.32% N'A 10 POLARIS DR. 16+53.32 219.50 1 12 6 219.75 231.42 5.00 226.42 16.00 41.67% N'A 11 POLA RIS DR. 31+72A41 220.19 1 12 6 220.44 1 233.00 5.00 228.00 32.97 22.92% N'A 12 POLA IRS DR. 31 +33.46 220.32 12 6 220.57 233.25 5.00 228.25 24.56 31.27% N'A 13 POLARIS DR. BACK DRAINING LOT - STORM DRAIN LATERAL NOT APPLICABLE 14 JOCELYN WAY 11+88-351 213.42 18 6 213.92 1 226.09 1 6.50 1 219-591 31.38 1 12.47 1 14.47 13.06% 1 215.81 1 16.91 122.35% 1 215.55 1 217.13 1 1.00 1 22.60 1 217.63 1 221.04 11 2.83 15 JOCELYN WAY 11 +25.32 210.38 18 6 210.88 222.31 1 6.50 1 215.81 27.75 1 1 10.29 12.29 112-48%1 1 15.46 121.97%1 212.16 213-751 1.00 20.31 1 214.181 217.241 2.48 16* JOCELYN WAY 31+60.28 204.55 18 8 205.05 216,27 1 5.00 1 211.27 68.11 1 9.13% 1 10.45 "1A 1 206.00 202.57 1 2.60 "'A 17 JOCELYN WAY BACK DRAINING LOT - STORM DRAIN LATERAL NOT APPLICABLE 18` JOCH -YN WAY 30+94.53 3.57 24 6 204.32 215.00 5.00 210.00 15.00 37.84% 10.00 "1A 208.11 200.48 6.79 "'A 19 JOCELYN WAY 30 +78.79 3.94 [106.92: 24 6 204.69 218.00 5.00 213.00 10.00 83.05% N'A 20 JOCELYN WAY 10+56.20 18 6 207.42 218.43 5.00 213.43 13.91 43.22% N1A 21 JOCELYN WAY 10+81.67 208.08 18 6 208.58 219.79 5.00 214.79 5.75 108.00% N 1 22 JOCE_YN WAY 11+07.33 209.20 18 6 209.70 22133 5.00 216.33 15.54 42.65% N1A 23 JOCELYN WAY 11 +53.44 211.66 18 6 212.16 224.09 5.00 219.09 19.35 35.79% "'A 24 JOCELYN WAY 12 +11.92 21- 18 6 21 7.60 5.00 222.60 16.00 47.97% N'A 25 LARIS DR. I3tl4 30 116.14 12 B 216. 21fo•24 G•4 2 9.83 34 4 9.90 / 2.74 2. 4 23.49" 219.39 22.00 2.01•/ 214.39 217.8 0.78 21. 77 14.59 22424 l.o 26 IS R. 1+97.40 13.26 12 6 213.51 23.29 6.50 16.79 31. 1059% 10.00 10.0 % 215.69 21. 4 °0 27" POLARIS DR. 11 +23.63 211.54 12 6 211.79 220.12 6.50 213.62 31.00 5.90% 10.00 10.00 9.63% 212.75 21.00 4.13% 212.75 211.00 1.00 20.00 213.17 215.08 1.33 28 POLARIS DR. 10+65.88 210.19 12 6 210.44 217.67 6.50 211.17 31.00 2.34% 10.00 N'A 210.68 208.70 1.22 20.00 210.91 212.62 1.12 29 CHANNEL ISLAND DR. 24 +42.02 229.26 18 6 229.76 241.69 5.00 236.69 9.83 70.47% N'A 30 CHANNEEL ISLAND DR. 24+03.75 231.35 18 6 231.85 243.72 5.00 238.72 10.38 66.14% N'A 31 CHANNEL ISLAND DR. 23+46.36 234.58 18 6 235.08 248.02 6.50 241.52 22.51 28.63% 10.44 1 12.44 1 18.80%1 237.41 1 10.07 140.77%1 237.04 1 238.62 1.00 32 CHANNEL ISLAND DR. 22 +88.79 236.37 18 1 6 236.87 250.87 6.50 244.37 31.06 24.15% 12.64 1 14.64 1 14.95%1 239.06 1 16.42 132.35%1 238.76 1 240.34 1 1.00 1 18.99 240.47 245.90 4.85 33 CHANNEL ISLAND DR. 21+90.19 239.06 18 6 239.56 252.29 6.50 245.79 31.00 20.08% 10.00 1 12.00 1 21.28% j 242.12 1 19.00 119-32%1 241.69 1 243.28 1 1.00 1 20.00 1 243.66 1 247.40 3.15 34 CHANNEL ISLAND DR. 21 +15.19 262.50 12 6 262.75 275.00 5.00 270.00 27.42 26.44% NIA 35 CHANNEL ISLAND DR. 20+9019 241.66 12 6 241.91 25329 6.50 246.79 31.00 15.73% 10.00 12.00 11.25%1 24326 1 19.00 18.56% 243.04 244.62 1.00 20.00 244.75 248.40 3.07 36" CHANNEL ISLAND DR. 19+54.71 243.46 12 6 243.71 254.35 6.50 247.85 31.00 13.36% 10.00 10.00 1 37.20%1 247.43 1 21.00 1 2.02% 247.43 245.68 1.00 20.00 247.63 249.46 125 37" CHANNEL ISLAND DR. 19+07.71 244.77 12 6 245.02 255.12 6.50 248.62 31.00 11.63% 10.00 10.00 1 31.81%1 248.20 1 21.00 2.02% 248.20 246.45 1.00 20.00 248.40 250.23 1.25 38 CHANNEL ISLAND DR. 16+94.08 255.84 12 6 256.09 265.71 5.00 260.71 31.00 14.92% 10.00 N'A 257.58 255.33 1.49 20.00 259.07 260.83 1.18 39� CHANNEL ISLAND DR. 16 +1T08 260.68 12 6 260.93 271.09 6.50 264.59 29.75 12.30% 10.00 N'A 262.16 259.60 1.81 20.00 263.39 266.20 223 40 CHANNEL ISLAND DR. 14+82.11 262.21 12 6 262.46 272.96 5.00 26796 31.00 17.73% NIA 20.00 266.01 268.08 1.49 41 CHANNEL ISLAND DR. 14 +11.26 260.52 12 6 260.77 271.94 6.50 265.44 31.11 15.01% 10.00 10.00 39.75% 264.74 21.11 3.30% 264.74 262.99 1.00 20.00 265.07 267.07 1 A 42 CHANNEL ISLAND DR. 13 +25.52 257.02 12 6 257.27 267.52 6.50 261.02 34.34 10.92% 13.54 13.54 24.64% 260.61 20.80 2.00% 260.61 258.86 1.00 23.57 260.81 262.65 1.26 43 CHANNEL ISLAND DR. 11+58.19 248.62 12 6 248.87 25927 6.50 252.77 31.00 12.58% 10.00 10.00 34.78% 252.35 21.00 2.02% 252.35 250.60 1.00 20.00 252.55 254.38 1.25 44 CHANNEL ISLAND DR 10 +76.82 245.41 12 6 245.66 25821 6.50 251.71 31.00 19.52% 10.00 12.00 18.53% 247.88 19.00 20.15% 247.51 249.09 1.Od 20.00 249.49 253.32 3.24 45 CHANNEL ISLAND DR. 31+86.44 246.44 12 6 246.69 259.74 6.50 253.24 43.35 15.10% 10.00 N'A 248.20 250.26 1.39 20.00 25025 1 25421 3.37 46 CHANNEL ISLAND DR. 31 +19.98 247.14 12 6 247.39 259.64 5.00 254.64 17.95 40.39% 1 N'A 47 CHANNEL ISLAND DR. BACK DRAINING LOT - STORM DRAIN LATERAL NOT APPLICABLE 48 CHANNEL ISLAND DR. 30+59.65 12 6 247.01 258.99 5.00 253.99 40.11 17.41% "'A 49 CHANNEL ISLAND DR. 10 +76.83 18 6 244.53 258.06 5.00 253.06 12.74 66.98% "'A 50 CHANNEL ISLAND DR. 11 +22.07 H250.77 12 6 247.04 258.40 5.00 253.40 16.00 39.74% "'A - 51 CHANNEL ISLAND DR. 11+97.92 12 6 251.02 260.29 5.00 25529 1501 28.47% "'A 52 CHANNEL ISLAND DR 12+5259 12 6 253.04 263.29 5.00 258.29 11.48 45.74% "1A 53 CHANNEL ISLAND DR. BACK DRAINING LOT - STORM DRAIN LATERAL NOT APPLICABLE 54 CHANNEL ISLAND DR. 13 +18.03 256.51 12 6 256.76 266.95 5.00 1 261.95 12.21 1 42.48% N'A 55 CHANNEL ISLAND DR. 13 +72.52 259.39 12 6 259.64 270.00 5.00 265.00 8.19 65.42% N'A 56 CHANNEL ISLAND DR. 14 +24.91 260.83 12 6 261.08 272.16 5.00 267.16 16.00 38.01% N'A 57 CHANNEL ISLAND DR. 14+94.91 262.49 12 6 262.74 272.95 5.00 267.95 14.75 35.32% "'A 58 CHANNEL ISLAND DR. 16 +31.91 259.64 12 6 259.89 27014 5.00 265.14 16.00 32.81% N'A 59 CHANNEL ISLAND DR. 17+06.91 255.05 12 6 255.30 264.55 5.00 259.55 16.00 26.56% "'A 60 CHANNEL ISLAND DR. 30 +20.81 251.38 12 6 251.63 260.00 5.00 255.00 18.49 18.23% N'A 61 CHANNEL ISLAND DR. 30+92.53 246.99 12 1 6 247.24 1 257.04 1 5.00 252.04 38.50 12.48% N'A 62 CHANNEL ISLAND DR. 30+99.13 246.53 12 6 246.78 256.86 5.00 251.66 36.41 13.96% N'A 63 CHANNEL ISLAND DR. 31+94.62 245.43 12 6 245.68 255.41 5.00 250.41 31.96 14.82% N'A 64 CHANNEL ISLAND DR. 19+50.07 244,05 12 6 244.30 254.55 5.00 249.55 16.00 32.84% N 1 65 CHANNEL ISLAND DR. 20 +20.07 242.86 12 6 243.11 253.85 5.00 248.85 16.00 35.90% "'A 66 CHANNEL ISLAND DR. 20+97.07 241.55 12 6 241.80 253.08 5.00 248.08 16.00 39.27% "'A 67 CHANNEL ISLAND DR. 21+56.07 239.77 18 6 240.27 252.49 5.00 247.49 16.00 45.10% "'A 68 CHANNEL ISLAND DR. 22 +27.07 238.30 18 6 1 238.80 251.78 5.00 246.78 16.00 49.89% 69 CHANNEL ISLAND DR. 23+09.71 1 236.09 18 1 6 236.59 1 249.91 5.00 244.91 1 19.41 42.87% N'A 70 CHANNELISLANDDR. FUTURE CUSTOM LOT -STORM DRAIN LATERAL NOT APPLICABLE 71 CHANNEL ISLAND DR. FUTURE CUSTOM LOT - STORMDRAINLATERALNOTAPPLICABLE 72 PUEBLA ST. EXISTING RESIDENCE - STORM DRAIN LATERAL NOT APPLICABLE 'STORM DRAIN LATERAL ABOVE SEWER MAIN PROPOSED FINISH GRADE 4' COVER 8" PVC WATER MAIN 2' PRIVATE 6" HDPE PRIVATE R HOPE SEWER j_ STORM DRAIN LAT STORM DRAIN LATERAL MAIN 7 (2% MINIMUM SLC LAT MINIMUM SLOPE)) LATERAL LENGTH LATERAL LENGTH B' 1 ' MINIMUM 6" ANGLE PRIVATE HDPE CLEARANCE (WHERE REQUIRED) STORM DRAIN SO LAT I.E. B' WYE HOPE) OR PER TA8LE LUG RCP) E PER PLAN LATERAL LENGTH '81 LATERAL LENGTH 'C' LATERAL LENGTH A' TYPICAL PRIVATE STORM DRAIN LATERAL CONNECTION (STORM DRAIN LATERAL BENEATH SEWER MAIN) NOT To SCALE LATERAL i LATERAL LENGTH LENGTH 'B' LATERAL LENGTH A' TYPICAL PRIVATE STORM DRAIN LATERAL CONNECTION (STORM DRAIN LATERAL ABOVE SEWER MAIN) NOT TO SCALE •LITS 16, 18, 25 -28, 36 -39 & 41 -43 AS BUILT Date gz7� 7 SIGNATUR ALISA S.VIALPANDO P.E. No. ` ID45 Printed Name My Registration Expires 12 /1-7 Dis- ;pline CIVIL. PER PLAN 5 . V 14, HUNSAKER i_ l: Ayo., Designed By PROPOSED FINISH GRADE REVIEWED BY v�P 4' COVER J.S.R. /J.C.N. 8" PVC WATER MAIN C 0- No. 47945 By. • By: MASIH MAHER f)Lj Date: �L I Q i�_�_I -3 Date: 2 O STORM DRAIN LATERAL TABLE, DETAILS & PHASING PLAN ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE CASE NO. 11-115 TMDBMOD /BA /DR /CDP /EIA 1 ' MINIMUM S A N D I E C O, I N C 6" ANGLE CLEARANCE N/A (WHERE REO(IIRED) SD LAT LE B' 9707 Waples Street PRIVATE 6" HOPI PER TABLE San Diego, Ca 92121 STORM DRAIN LA PRIVATE 6" HDPE SURVEYING 1 ' MINIMUM (2q MINIMUM SL STORM DRAIN LATERAL MINIMUM SLOPE) CLEARANCE LATERAL LENGTH LA/. LATERAL LENGTH B' 8" PVC SEWER PRIVATE HDPE MAIN STORM DRAIN LATERAL i LATERAL LENGTH LENGTH 'B' LATERAL LENGTH A' TYPICAL PRIVATE STORM DRAIN LATERAL CONNECTION (STORM DRAIN LATERAL ABOVE SEWER MAIN) NOT TO SCALE •LITS 16, 18, 25 -28, 36 -39 & 41 -43 AS BUILT Date gz7� 7 SIGNATUR ALISA S.VIALPANDO P.E. No. ` ID45 Printed Name My Registration Expires 12 /1-7 Dis- ;pline CIVIL. PER PLAN 5 . V 14, HUNSAKER i_ l: Ayo., Designed By Drawn By & ASSOCIATES REVIEWED BY v�P Drawing No. o - J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. C 0- No. 47945 By. • By: MASIH MAHER f)Lj Date: �L I Q i�_�_I -3 Date: 2 O STORM DRAIN LATERAL TABLE, DETAILS & PHASING PLAN ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE CASE NO. 11-115 TMDBMOD /BA /DR /CDP /EIA 10900 -G S A N D I E C O, I N C Vertical Exp. 12/31/13 N/A PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 CIV14 SURVEYING PH(858)5584500. FX(858)558.1414 O SCALE Designed By Drawn By Checked_ By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. o - J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. Horizontal By. • By: MASIH MAHER f)Lj Date: �L I Q i�_�_I -3 Date: 2 O STORM DRAIN LATERAL TABLE, DETAILS & PHASING PLAN ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE CASE NO. 11-115 TMDBMOD /BA /DR /CDP /EIA 10900 -G Plans Pre ar d Un er Supervise�n %Of .ZL' Date 1111113 ALISA S. VIALPAN 0 R.C.E. No. 47945 Vertical SHEET 15 OF 5U N/A Q O LU (Y Q i Q z LU LL SAN D I EGU I TO ^ATER D I STR I GT REGYGLED WATER STANDARD PLAN NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE " RULE5 AND REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE SAN DIEGUITO RATER DISTRICT." 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 46 HOURS IN ADVANCE OF BEGINNING AORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE" (760) 635 -270Q. ALL AORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR RILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE AITH THE SAN DIEGUITO RATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF AORK ON RATER IMPROVEMENTS. PHONE: ('160) 633 -270al. 4. DRINKING FOUNTAINS AND DESIGNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, ETC. S. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUN -OFF, OVER -SPRAY AND MISTING. 6. H05E 5155 ARE STRICTLY PROHIBITED UNLE55 DESIGNED AND OPERATED IN A MANNER ACCEPTABLE TO THE DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. T ON -SITE CROSS CONNECTIONS BETI^EEN RECYCLED AATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED. 8. NO SUBSTITUTIONS OF PIPE MATERIALS ALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE DISTRICT. 9. ALL MAINLINE PIPES SHALL HAVE AARNIN6 TAPE PER DISTRICT RULES AND REGULATIONS. 10. HOURS FOR IRRIGATION AITH RECYCLED WATER ARE FROM I0:00 P.M. TO 6:00 A.M. THE HOUR5 FOR IRRIGATION AITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE IPE516NATED USER SUPERVISOR. II. BURIAL OF ALL AIRING AND PIPING SHALL BE PER DISTRICT RULES AND REGULATIONS. 12. NON - DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT AITH RECYCLED WATER, AHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, AHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, 15 STRICTLY PROHIBITED. 15. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- 5PRAYIN6 ON SIDEWALKS, 5TREET5 AND NON- DE516NATED USE AREAS. 14. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE AITH POTABLE WATER QUICK COUPLER SPIKES) PER DISTRICT RULES AND REGULATIONS. 15. ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETGJ SHALL BE COLOR -CODED PURPLE PER AAAA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY GORE. 16. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE AARNIN6 "NON- POTABLE" OR "RECYCLED WATER" COLOR -CODED PURPLE AND LAID WITH AARNIN6 TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER DISTRICT RULES AND REGULATIONS. 17. ON NEW ON -51TE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 15. CONSTANT PRESSURE RECYCLED RATER LINES SHALL CRO55 AT LEAST TWELVE (I2) INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. la. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOA A POTABLE WATER LINE, THEN THE RECYCLED RATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER D15TRICT RULES AND REGULATIONS. 20. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 21. THE REQUIRED CRO55- CONNECTION INSPECTION SHALL BE DONE BY EITHER THE DISTRICT AND /OR THE SAN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 22. THE DESIGN AND LOCATIONS PROP05ED FOR RECYCLED WATER "DO NOT DRINK" 51GN5 SHALL BE CALLED OUT ON THE PLANS. 23. AN ON -51TE RATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR AITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC, CONCEPTS OF BACKFLON CROSS CONNECTION PROTECTION, THE DISTRICT RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED RATER SYSTEM. IN CASE OF EMERGENCY CONTACT GREG PONCE AT (6192 848-= AFTER HOURS CONTACT 6RES PONCE AT (619) 848- 411+5:22 24. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER HELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 25. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATIN6 AREAS ON THE SITE. 26. EDUCATE ALL MAINTENANCE PER50NNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PER50NNEL MUST BE INFORMED THAT RECYCLED RATER 15 MEANT FOR IRRIGATION PURPOSES ONLY, AND 15 NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, GLEANING OF TOOLS, ETC. 27. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREA IRRIGATED AITH RECYCLED RATER AND POTABLE RATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. GOMPL I ANGE STATEMENT I AM FAMILIAR AITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THT05E REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS TH05E REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING 15 TRUE AND CORRECT. BY: _ DATE I'`7 JOHN PATTERSON * THERE ARE NO OUTDOOR EATING AREAS OR DRINKING FOUNTAINS IN THIS SET OF PLANS EXCEPT WITHIN DOME5TIG IRRIGATION AREAS. RECeCLEP AA7ER USE AREAS POR: REG`I'GLE=� ^AT�fiZ AREA USE MAP RECYCLED RATER MAINLINE Q MAIN GROSSING -SEE NOTE 16 THIS SHEET (TYP) A RECYCLED WATER 516N LOCATION (SEE DETAIL SHEETS FOR CONSTRUCTION) m IRRIGATION RECYCLED RATER POC WITH EACKBLOA i OONORETE MOA CURB DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RE5PON5151-E CHARGE OVER THE DES16N OF THI5 PROJECT AS DEFINED IN SECTION 6705 OF THE BUSINESS AND PROFE5510N5 CODE AND THAT THE DESIGN 15 CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAAIN65 AND SPECIFICATIONS BY THE CITY OF ENCINITAS AND THE SAN D I E60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 15 CONFINED TO A REVIEA ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, RATER CONSERVATION PLAN, STORM WATER POLLUTION PREVENTION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. [�Ad '` JOHN PATTER50N FIRM NAME AND ADDRESS: 61 LLE5P I E- MOODY- PATTER5ON 4125 SORRENTO VALLEY BLVD., STE. D SAN DIEGO, CA 412121 PHONE NO.: (858) 558 -8cill FAX: (858) 558 -41188 DATE I- - -S °C'P RE615TRATION NO.: CA 5505 EXPIRATION DATE: 2 -15 d I Date C12 ENCES I Date AL 7A ,RECYCLED RATER AREA POTABLE WATER AREA NOTE: ALL POTABLE WATER IRRIGATION AREAS SHALL BE LOCATED ON PRIVATE LOTS AND BE SERVICED FROM PRIVATE HOMEOANER P.O.G. NOTES: NO HELLS ARE LOCATED ON THE PROPERTY. 5DAD =SAN DIESUITO RATER DISTRICT MZZL., T Lo, L -I--LJ tN/-t I =M =)IC71N NOTES: ALL 51GNA&E 5HALL MEET GOAD, SEJPA AND DEH REQUIREMENTS. HOLD HARMLESS AND I NDEMN I E I GAT I ON G. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI5 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THI5 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL AORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OANER, THE CITY/GOUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION AITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OANER, THE CITY /COUNTY OF LOCAL JURISDICTION, OR THE LANDSCAPE ARCHITECT. ALL DRAWINGS AND MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED AORK OF THE LAND50APE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE ARITTEN CONSENT OF GILLESPIE, MOODY, PATTERSON, INC. ALL RIGHTS RESERVED BY GILLESPIE, MOODY, PATTERSON, INC. CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) 00%RETE MOA OURS r Z G �y 101 yG `z O o � d o o w A. REQUIRED SEPARATION BETNEEN POTABLE # RECYCLED RATER LINES O Q O VICINITY MAP SHEF.T I NDrX SHEET DESCRIPTION 5HEET NO. RECYCLED RATER TITLE 5HEET 16 IRRIGATION PLAN 4 LEGEND I-7-24 IRRIGATION DETAIL5, NOTE5, CAL05 25 -261 PLANTING PLAN 30 -56 PLANTING DE7AIL5 AND N07E5 31 PLANTING 5PECIEICA7ION5 55 SCALE Designed By Drawn By Checked By REVIEWED BY: orizontal N/A Plans Prepared Under Supervision Of g ER B Vertical -��� Date 1.6.145 y MASIH AH y K1 iA °� R 1.'A NIA 3503 Date: 3 3 Date: NOT TO S I CGNAGE NOTES THE FOLLOAIN6 GUIDELINE5 FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY P05TED IN51DE THE DOOR OF EACH CONTROLLER AHERE THEY ARE EA51LY VISIBLE. PLACE ON b "x9" AND 12 "x I8" 51ZED SIGN. COLOR: PURPLE BACKGROUND WITH WHITE LETTERING. SIGNS TO BE FURNISHED BY 5DAD. GUIDELINES FOR RECYCLED HATER USE I. IRR16ATE 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 HILL 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 WITH THE LOAEST 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 IRRI6ATION TIME INTO CYCLES THAT HILL PROMOTE MAXIMUM SOIL ASSORPTION). 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 SOMINALKS. 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. S. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED HATER. PERSONNEL MUST SE INFORMED THAT R.G. HATER 15 MEANT FOR IRRIGATION PURPOSES ONLY, AND 15 NOT APPROVED FOR DRINKING PURP05E5, HAND, TOOL, AASHIN6, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY. IT 15 IMPORTANT THIS INFORMATION SE DISSEMINATED ON AN ALMOST DAILY BASIS. IT 15 YOU, THE LANDSCAPE CONTRACTOR, WHO 15 RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHAN6E5 AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHAN6E5 MUST SE 5USMITTED TO ANY APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DE516NED IN ACCORDANCE AITH DISTRICT 5TANDARDS. Z. ALL RECYCLED HATER SPRINKLER CONTROL VALVES SHALL BE TABBED AITH IDENTIFICATION 7AG5. A. 7A65 5HALL BE AEATHERMWOF PLASTIC, VX4 ", PURPLE IN COLOR AITH THE AORD5, "AARNIN6 RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL ASUA" ON THE OTHER SIDE. IMPRINTING 5HALL SE PERMANENT AND BLACK IN COLOR, USE TA65 AS MANUFACTURED SY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAO SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE -ARAP, OR 2. ATTACH TO SOLENOID HIRE DIRECTLY OR AITH PLASTIC TIE -ARAP, OR S. ATTACH TO VALVE COVER AITH EXISTIN6 VALVE COVER BOLT. D. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED HATER SPRINKLER HEADS. 4. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED AITH A 516N SEARING, THE AOR75, "RECYCLED HATER USED FOR IRRIGATION" IN ENGLISH AND 510ANI5H, AITH BLACK LETTERS I" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL SE PLACED 50 THAT IT CAN BE READILY SEEN SY ANY OPERATIONS PERSONNEL UTILIZING, THE EQUIPMENT. M C/1 A� 3. ANNUAL INSPECTION 5HALL INCLUDE: A. A COMPLETE INSPECTION THAT ALL COVER A - I OF THE DISTRICT FINAL INSPECTION. SAN ELIJO JOINT POWERS AUTHORITY SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -17-13 to APPROVED BY: * LWkS DATE 111617413 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH APPROVED BY bATE ENGINEER PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SAN DIEGUITO WATER DIST. �s Q I Cr APPROVED v o n J 2 n. -F s * (�2 -13 1-1,00-IS -nn one w BY v�� ae AIR KNOLL7 KNOLL DATE �F OF CA1 OQ` SIGNATURE EXPIRES 2 YEARS AFTER DATE CITY OF ENCINITAS ENGINEERING S ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA Q J a Z Q O Q J Q IN5PECTION PROCEDURES M I. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETNEEN POTABLE # RECYCLED RATER LINES O (HORIZONTALLY 3 VERTICALLY) B. PIPE IDENTIFICATION www.gmplandarch.com G. SLEEVING AT CRO551NG5 4125 Sorrento Valley Blvd. D. APPROPRIATE MATERIALS AND MARKIN65, INCLUDING PROPER QUICK Suite D San Diego COUPLERS California 92121 2. 015TRICT FINAL INSPECTION 5HALL INCLUDE: A. 516NA6E INSTALLED PER PLAN ))AVE, B. CONTROLLER STICKERS VICES DEPARTMENT G. TAGGING OF VALVES \ D. COVERAGE TEST AFTER COMPLETION OF SPRINKLER SYSTEM TO ENSURE E. PROTECTION OF AREA NOT APPROVED FOR RECYCLED RATER USE ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDIN6. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. 6. REQUIRED PROTECTION OF AELL5, 5TREAMS, RESERVOIRS, ETC. H. GRO55- CONNECTION TEST IF REQUIRED. I. COLOR CODED. LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION 5HALL INCLUDE: A. A COMPLETE INSPECTION THAT ALL COVER A - I OF THE DISTRICT FINAL INSPECTION. SAN ELIJO JOINT POWERS AUTHORITY SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -17-13 to APPROVED BY: * LWkS DATE 111617413 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH APPROVED BY bATE ENGINEER PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SAN DIEGUITO WATER DIST. �s Q I Cr APPROVED v o n J 2 n. -F s * (�2 -13 1-1,00-IS -nn one w BY v�� ae AIR KNOLL7 KNOLL DATE �F OF CA1 OQ` SIGNATURE EXPIRES 2 YEARS AFTER DATE CITY OF ENCINITAS ENGINEERING S ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA Q J a Z Q O Q J Q M r O N www.gmplandarch.com I , 4125 Sorrento Valley Blvd. co - Suite D San Diego California 92121 Tel 858 558 8977 Fax 858 558 9188 co VICES DEPARTMENT Drawing No. \ 11 1.J..9 10900 -G F- Q SHEET 16 OF 51 0 O i 0L 0 Q NOTE:: N 55Q'5, TABLES, COMF=ORT STATIONS, OUTDOOR EATING ARE`.A5, SWIMMING w POOL5 AND 5PA'5 SHALL BE PROTECTED AGAINST CONTACT WITH n RECYCLED WATER 5PRAY, M15T, OR RUN -OFF. w REVISIONS App d Date REFERENCES Q a -na Z � 1u --1 IL Date 1 CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) SCALE red Nny Drawn By I Checked red Under Supervision Of Date 1.5.15 V Dntem � 7 By: Date: ! .1 / N��i \l FOR COMPLETE IRRIGATION LEGEND - 5EE 5HEET 24 - I RRI G,4TI ON MATERIAL LEGEND SYMBOL 40 180 210 360 MWACT. mom No. / DESCRIPTION 6PM P51 5PACIN6 DETAIL MI ® ® ® HATER PRO5- 12 -PRWLC V- MPI000-(90,180, 270, 960) .11,32,A0, b5 30 6 FT AJ3 Hl PR05-11- PR540-GY- WIOW-(40,160, 270, 360) .11, 32,.4b, b5 40 10 FT AS ®® Mu nls HATER PROr12- PR540- GV- MPIOOO{90,180, 210,360) .Iq, 31, 5'I, .15 40 12 FT A� 6 1 we M4 M5 M6 HATER PRO5-l2- PR540 -GV+ 2000-(90,180, 210, 360) 40,.14,1.10,1.41 40 15 FT AJ3 no ® ® ® ® HALTER PR05.12-PRS4 V- MP20004% 180, 210, 360) .40, .14, I.IQ 1.41 40 20 FT AJ3 ® ® ® HAZER PR05- 12- P�V- 4 WOOD (90,180.210, 360) bb, 1s2 1.13, 3b4 40 25 Fr AE ° ® HATER PROrl2 -PR540 VG MP3000490,180, 270, 360) b6, 1s2,1.19, 9b4 40 30 FT AD HATER PR0°rl2-P O4 V- MPLG5515iLEFT STRIP) 22 40 5x15 FT qg 11 w ( PUNTER PR05.12- PR50GV-11PRL5515-IRISHT STRIP) 22 40 5x15 FT AJ3 IC [€ HINTER PRO5- 12 -PWAO0 CV -MPLC- 5 "IDE STRIP) .44 40 5x15 FT A.5 1 I IS M I ILI lu "— STA51LIZE12 D.S. PATH 11 1 -7 UJ ILI Z t f MATCHED AREA INDICATES IN Al = &a IRII WITH T NEON iN 20 10 O 20 40 60 REVIEWED BY: By:' Date: L� ALL 5HKe HEADS INSTALLED FARTHER THAN TEN (10) FEET FROM PAVING, OURBS, SIDEWALKS, STEPS, TURF BOUNDARIE5 OR OTHER PMTRIAN AREAS MAY BE INSTALLED AS A HATTER 00 SHRUB ADAPTER WITH THE NOZZLE AS SHOYC{l INSTALL ALL SHRUB HEADS ON 12' POP -UPS EXCEPT AS NOTED ABOVE. AL MP ROTATOR HEADS INSTALLED ON RECYCLED WATER SYSTEMS, PAL. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED WATER COVER HATER GV-R AL RISERS SHALL RELIEVE RECLAIMED WATER STICKER PER 511 ATION5. NOTE: IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRR16ATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENT5 IN PUBLIC R16HT -OF -WAY 15 NOT ALLOWED. NOTE: IRRI6ATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HAR05CAPE. ALL ADJUSTMENTS SHALL ASSURE SOX SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER AITHIN THE LANDSCAPED PLANTED AREAS. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, IICLUDIN6 BUT NOT LIMITED TO L16HT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: CONTRACTOR SHALL PROVIDE 5MIN6 FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAY5, ROADWAYS, AS WELL A5 ALL CURRENT PAVED AREAS, PATHS, M. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTIN6 WORK. ALL RCVS AND XV5 SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. PRIVATE HOMEOPRER LOT DA TRAIL, *ERE OCLURS POTABLE WATER METER RECYCLED WATER USE AREA LR0561N6, MAINTAIN IT VERT. CLEARANCE RECYCLED WATER MAIN CURB POTABLE SERVILE LINE TYPICAL POTABLE METER IN PARKWAY <E "4rMAP 0 n ne ure e -13 PA 0) 1 N " If CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT IRRIGATION IDLM FOR: ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE ;ASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA www.gmplandarch.com 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 Tel 858 558 8977 Fax 858 558 9188 Drawing No. 10900 -G IEET 11 OF:5, A!5."S0iL0.T a a z 0 2 D 0�/ LL a J a co T N C r 0 I In' v ® I I VT a A — HATCHED AREA INDICATES T� AREAS IRRIGATED WITH I V4 "I RECYCLED WATER 3114 2 314' 2 4 ,2€ 314" 2 M2 314` t 01-2 MOW CURB �._.., 3# 5 I l0f � 34' � 1 I o NOTE:: BBO'5, TABLES, COMF=ORT STATIONS, N OUTDOOR EATING AREAS, SWIMMING w POOLS AND 511 SHALL BE PROTECTED AGAINST CONTACT AITH 61 RECYCLED WATER 5F RAY, M157, OR RUN -OFF. 'j I REVISIONS A 'd Date 113 z _ A MOW CURB �— MOW CURB WI LI'! ON 314' 2 FEI MATCHL I ME 5EE 5HEET 11 314' 2 I ' I (I V4' I I ' I M314"4 N STABILIZED D:b. PATH HATCHED AREA INDICATES AREAS IRRIGATED WITH RECYCLED RATER r E g Mow CURB r A ( — - ......_ _. . _ 5-r- 85 5 NOTE: NOTE: IRR16ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRI6ATION CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARD%APE AND AITHIN FOR COMPLETE IRRIGATION LEGEND - 5EE 5HEET 24 7 d. NOTE: �..._,. IRR16ATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY NOTE: ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT t _ IRRIGATION MATERIAL LEGEND ` j SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 5TARTIN6 NOTE: WORK. ALL HEADS ARE TO BE ADJI5TED TO PREVENT OVER5PRAY ONTO BUILDINGS, WALL5,'FENCES AND SYMBOL i� LU ALL RCVS AND QGV'S 5HALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL ' MANIFOLD. � � s 90 180 2TO 360 MANIFACT. Nom NO. / DESCRIPTION 6PM P51 SPACING DETAIL (t �_ ® HUNTER PR055-12- Pr�V- MPI000490,160, 210, 560) .11, 32, .48, b5 30 8 FT AP y SY HUNTER PROS-12-M4 V- MPIOOO#O,180, 210, 360) .11, 32, .48, b5 40 10 PT A)3 r ® ©o r l 9 HINTER PR05- 12- PR54"V- MPI000440,180, 210, 360) I4, 31, 51, .15 40 12 FT A.5 I i ) rre �a w6 MI6 HUNTER PROS- I2- PR54"VAW00 490,180, 210, 360) 40, .14,1.10,1.41 40 15 FT A)3 HUNTER PRO5.12- PR540-GV+ 2000-(40,160, 2T0, 360) 40, .14,1.10,1.41 40 20 FT A,B G ® ® ® ® �� x`'•12- PR540- GV- MP3000490,180, 210,360) .86, Ib2, 2.'13, 3.64 40 25 FT A,$ STABILIZED D.6. PATH ® ® ® ® HUNTER PROS- I2- W�V+F`5000 490,180, 210, 560) .86, h2, 2Td, 3b4 40 30 FT A,B FNlrITiR PR05.12H°R54"V44FLG5515�LEFT STRIP) 22 40 5x15 FT p 4 ® HUNTER PRO5­I2- PR54O- V- MPR055I i16HT STRIP) .22 40 5x15 FT AA ( I ® HINTER PR05r11 PRS40 GV MPLG5515{51DE SIRUP) 44 40 5x15 FT AA M 1 r� _ .... . - -- NOTE t ALL SHRUB HEADS INSTALLED FARTHER THAN TEN 00) FEET FROM PAVIN6, OUR85, 50E14ALM, STEPS, TURF WWAR1 5 OR OTHER " PEDESTRIAN AREAS MAY BE INSTALLED AS A BAITER 00 SHRUB ADAPTER NTH THE NOZZLE AS SHOWN. 4/. INSTALL ALL 514 1B HEADS ON 12' POP U'S EXGEPi AS NOTED ABOVE ALL MP ROTATOR HEADS INSTALLED ON RECYCLED WATER SYSTEMS, P.O.G. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED WATER COVER HINTER GVA ALL R15M SHALL RELIEVE RECLAIMED WATER STIMER PER SPELIFIGAT IONS . 5-i 44, NOTE: NOTE: IRR16ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRI6ATION CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARD%APE AND AITHIN OBSTRUCTIONS THAT MAY OCCUR, INCUUDIN6 BUT NOT LIMITED TO L16HT POLES, FIRE HYDRANTS, °yam&, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER15 AUTHORIZED REPRESENTATIVE PRIOR TO 7 d. NOTE: IRR16ATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY NOTE: ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT t _ IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. ` SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 5TARTIN6 NOTE: WORK. ALL HEADS ARE TO BE ADJI5TED TO PREVENT OVER5PRAY ONTO BUILDINGS, WALL5,'FENCES AND HARDSGAPE. ALL ADJUSTMENTS 5HALL A59M 6000 SYSTEM COVERAGE AND 1215TRIN71ON i� LU ALL RCVS AND QGV'S 5HALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER 54ALL BE INSTALLED ON A COMMON MANIFOLD. NOTE: NOTE: IRR16ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRI6ATION CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARD%APE AND AITHIN OBSTRUCTIONS THAT MAY OCCUR, INCUUDIN6 BUT NOT LIMITED TO L16HT POLES, FIRE HYDRANTS, PLANTIN6 AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RI6HT -OF -WAY 15 NOT ALLOYED. FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER15 AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: IRR16ATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY NOTE: ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT CONTRACTOR SHALL PROVIDE SLEEVIN6 FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. DRIVEWAY5, ROADAAYS, AS YELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 5TARTIN6 NOTE: WORK. ALL HEADS ARE TO BE ADJI5TED TO PREVENT OVER5PRAY ONTO BUILDINGS, WALL5,'FENCES AND HARDSGAPE. ALL ADJUSTMENTS 5HALL A59M 6000 SYSTEM COVERAGE AND 1215TRIN71ON i� EFFICIENCY WHILE KEEPING WATER AITHIN THE LANDSCAPED PLANTED AREAS. ALL RCVS AND QGV'S 5HALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER 54ALL BE INSTALLED ON A COMMON MANIFOLD. iii y SY NOTE: NOTE: IRR16ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRI6ATION CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARD%APE AND AITHIN OBSTRUCTIONS THAT MAY OCCUR, INCUUDIN6 BUT NOT LIMITED TO L16HT POLES, FIRE HYDRANTS, PLANTIN6 AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RI6HT -OF -WAY 15 NOT ALLOYED. FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER15 AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: IRR16ATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY NOTE: ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT CONTRACTOR SHALL PROVIDE SLEEVIN6 FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. DRIVEWAY5, ROADAAYS, AS YELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 5TARTIN6 NOTE: WORK. ALL HEADS ARE TO BE ADJI5TED TO PREVENT OVER5PRAY ONTO BUILDINGS, WALL5,'FENCES AND HARDSGAPE. ALL ADJUSTMENTS 5HALL A59M 6000 SYSTEM COVERAGE AND 1215TRIN71ON NOTE: EFFICIENCY WHILE KEEPING WATER AITHIN THE LANDSCAPED PLANTED AREAS. ALL RCVS AND QGV'S 5HALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER 54ALL BE INSTALLED ON A COMMON MANIFOLD. REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC N/A Ion pared Under Supervision. Of IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING Date N 0j. 15 LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical SAXONY E1 V.= 175.189' NAVD'88) N A R.(,'._ NO. : 4 P-0-' � ZA J O Z Q _ O O Q Q �,l103CAPF M ROF3 Sist1zA. t;i�►r%• � �' tleraoq 79 r PtirLNVd 13ame �R, Qs ,� oy O NMI �sJts~vcttton EacpivCS_1?, fJ�, Aiscipflr� tom, Q CV w c .4 www m landarch com 20 10 O �O 40 60 5GALM: I "= :20' -0" REVIEWED BY: By. — I MAHER By'� Date: 3/19 /13 Date: o A I , (^>) J -i * no 13 * 4125 Sorrento Valley Blvd. Suite D San Diego Cali"ornia 92121 Tel 858 558 8977 9rF OF CA1 �� Fax 858 558 9188 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. W IRR16ATION PLAN MM: ALTO 10900-G � SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q ,ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 18 OF 51 0 AS 0 a K Q H z tD O W 1\ r �1u t ILI �...0 _ JU ILI z —1 OEM NMI C \�. �1u Q NOTE.: N . BBQ'S, TABLES, COMFORT STATIONS, OUTDOOR EATING AREAS, 5WIMMINC7 w POOLS AND SPA'S SHALL BE PROTECTED AGAINST CONTACT V4ITH a RECYCLED WATER SPRAY, MIST, OR RUN -OFP. REVISIONS AD p'd Date ui � a•Ir•f Z wI 111 —1 1L - T�,!- 71�-- �•±N'�__�" -'i�1� t �'illi71� �><.T.41!�A.N�. -- -rte.._ Date CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN. INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) r'r FOR COMPLETE IRRIGATION LEG END - 5 ET 24 i it 1 j a fI r t --a ---"- ATER1 LEG t a ' I RR I GAT (ON M AL END FGH i E , i ? SYMBOL 4" 90 180 210 960 MAWIFACT. MODEL NO. / DESCRIPTION 6PM P91 SPACING DETAIL —� w nb Y- Q� ® ® ® HINTER PRO-5-12 -PR5 CV41F0004% 180, 270, 960) .11, 3$ .49, b5 90 a FT AB �MOW CAJRB ' f U ® ® ® ® HINTER PR0512-PRSo GV MPI000{90,190, 210, 960) 11, 32 48, 65 40 10 FT A)3 ® ®o f41 2 HINTER PR05- 12 4R540 GV- MP1000{90,190, 210, 960) .111,31,51.73 40 12 Ff A,5 f V !1 ® ma n s nlb RATER PR05 -12-PR5 CY- 1P2000-(40, 180, 210, 960) .40, .14,1.10,1.41 40 15 FT AA 11 1 ® ® � HINTER PROS- 12- PR540- CV- MP2000{40,180, 210, 560) 40, .14,1.10,1.41 40 20 FT A)3 WIN 1 R E ILI ® � ® ® HINTER PR0512 -PR540 GY- MP9000 {90,160, T10, 360) bb,192, 1,62,2 -5, 9b4 40 25 FT A,B 31433145 m HATER PROS r12 -1`R5 `V- MP3000-i90,160, 270, 360) 66, IB2, 2.15, W 40 90 FT AJ3 HATCHED AREA INDICATES ` ® HALTER PROS 12 Ri510�Y MPLG5515{L�T STRIP) 22 40 5x15 FT A,5 AREAS IRRIGATED WIT1H I , RATER PROS- I2- PR$40- GV4fRC6515- (RIGHT STRIP) 22 40 5915 FT A.5 RECYCLED WATER HATER PR05- 12- PR540- GV- MPL65"Il STRIP) .44 40 5x15 FT AA ALL 5HIM HEADS I145TNIED fARTHER THAN TEN (10) FEET FROM PAVING, CURBS, SIDE LKS, STEPS, TURF BOUNDARIES OR OTHER PEDE5TRIAN AREAS MAY BE INSTALLED AS A HINTER 00 SHRUB ADAPTER WITH THE NOZZLE AS SHOY9J. INSTALL ALL SHRUB HEADS ON 12' POI EXCEPT AS NOW ABOVE. ALL MP ROTATOR HEADS INSTALLED ON RECYCLED WATER SYSTEMS, PA.C. 'A' 51IALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED WATER COVER HUNTER CV-R ALL RISERS SHALL RELIEVE RECLAIMED WATER STII PER SPECIFICATIONS. ", .. iGE:YM HATCHED AREA INDICATES AREAS IRRIGATED WITH RECYCLED WATER I SCALE I ueslgnea ay I urawn repared Under Supervision Of. Date 1.6.7_ R.l No. 3503 :0 10 O 20 40 60 scALE: REVIEWED BY: By: M. Ao^ — y MASIH MAHER By: Date: 3/14U13 Date: net— 13e CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT IRR16ATION 10LAN FOR: ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE ;ASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA www.gmplandarch.com 4125 Son®r8o Valley Blvd. Suite D San Diego California 92121 Tel 858 558 8977 Fax 858 558 9188 Drawing No. 10900 -G SHEET 19 OF-6j NOTE: IRR16ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRR16ATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARD%APE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RI6HT -OF -WAY 15 NOT ALLOWED. NOTE: IRR16ATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE. 7 NOTE: ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVER5PRAY ONTO 5UILDIN65, AALL5, FENCES AND HOROSCOPE. ALL ADJISTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPIN6 WATER WITHIN THE LANDSCAPED PLANTED AREAS. NOTE: CONTRACTOR SHALL ADJJ5T ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, % FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO (y COMMENCING WORK, N NOTE: CONTRACTOR SHALL PROVIDE 5LEEVING FOR ALL FUTURE PAVED AREAS INCLUDIN6 FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL 4' SLEEVE LOCATIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO 5TARTIN6 WORK. I W� lu NOTE: ALL RCVS AND QGVS SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL V , VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON 314' 4 •;I MANIFOLD. Y LU JU T- IvX [ 1 ", .. iGE:YM HATCHED AREA INDICATES AREAS IRRIGATED WITH RECYCLED WATER I SCALE I ueslgnea ay I urawn repared Under Supervision Of. Date 1.6.7_ R.l No. 3503 :0 10 O 20 40 60 scALE: REVIEWED BY: By: M. Ao^ — y MASIH MAHER By: Date: 3/14U13 Date: net— 13e CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT IRR16ATION 10LAN FOR: ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE ;ASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA www.gmplandarch.com 4125 Son®r8o Valley Blvd. Suite D San Diego California 92121 Tel 858 558 8977 Fax 858 558 9188 Drawing No. 10900 -G SHEET 19 OF-6j ■ MMOM `? NOTE: 55015, TABLES, COMPORT STATION5, OUTDOOR EATING AREAS, SWIMMING uvi POOL5 AND 5PA'5 SHALL 5E o PROTECTED ACGAIN5T CONTACT WITH al RECYCLED WATER SPRAY, M15T, OR RUN-OFF. REVISIONS A p'd Date z �► /I �1 lU J IL ommmmemmmmmmi HATCHED AREA AREAS IRRI6AT RECYCLED WAT 1' 1 I' i 1 8-24 6 3 �I. 3 i 7j y. i I3 i? �I - HATCHED AREA INDI1 AREAS IRRIGATED 7 CLED INATER ` 3 Rd La MATOHL I NE SEE: SHEET I ct f �2 4' =; 0 . ®1 , STABILIZED 0.6. PATH 1 114"" ❑E 0 ; B -25 B -26 I "I8 II125 HATCHED AREA INDICATES AREAS IRRIGATED WITH RECYCLED WATER 114'"�rti BFI I 314' 2 H' Al 1k �1 1ZUN5 5' �M X11- ..a!`. �! `DrD 17 —1 I 1014F2 JWT 4H 31 4" 6 4H II I' I. T I 1U41 I I I I I I E 1 114' j I W4'� IDf 402 101NJN�,' I 314' 314" ,, tl I I 1114' r I ....... .......y ................ C FOR COMPLETE IRRIGATION LEGEND - 5EE 5HEET 24 IN 1 - 5Yh®OL IRRIGATION MATERIAL LE-GEND ALL SHRUB HEADS INSTALLED FARTHER THAI4 TEN 00) FEET FROM PAVING, CURBS, SIDEWALKS, STEP5, TURF BOUNDARIE5 OR OTHER . ` PEDESTRIAN AREAS MAY BE INSTALLED AS A RNTER 00 SHRUB ADAPTER MUTN THE NOTICE AS SHOWN. v�y INSTALL ALL 9M HEADS ON 12' POP-UP5 EXCEPT AS NOTED ABOVE. 'Gl ALL MP ROTATOR WAD5 INSTALLED ON RECYCLED MATER SYSTEMS, P.OL. 'A' 5HALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED q FIR STABILIZED D.6. PATH -j =11111 -I- HATCHED AREA INDICATES AREAS IRRIGATED W ITH \�\ I REGYGLED WATER TI„I_E ,rjz. 1 q5 9 REFERENCES Date CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF � r fAv LW qO 180 210 360 MANIFACT. MODEL NO. / DE50RIPTION 6PM F51 SPACING DETAIL J1 U' MI ® ® ® HINTER MS-12 -M %/-h COO- (40,160, 270, 360) .11, 32,-45, .65 30 & FT, A.5 LU ® ® ® HINTER PR05.12- PR540-GV- MPI000440,180, 210, 960) .I1, 32,.4b, b5 40 IO FT Aj3 ® ®o MII MR HINTER PROS-124R540-CV-141010004410, 180, 210, 360) A, 37, 51, .15 40 12 FT A)3 ® w+ M5 Mfi HINTER PROS- I2- PR540-0Y- 111720004% 180, 210, 360) 40, .14,1.10,1.41 40 15 FT A.5 ® ® ® � HINTER PRO5.12- PR540- GY- MP20004gO,180, 210, 360) 40, .14,1.10,1.41 40 20 FT A,5 ® ® ® HINTER PR05- 12 -PRr V0 141`3000#0,180, 270, 960) 86,192, 2.13, W 40 25 FT A,9 ,1 , J. nu ® ® ® ® HINTER PR05- 12 -PR540 MP30 #O, 100, 210, 360) 86,192, 2.15, 384 40 30 FT A)3 V I ® HINTER PRO5-12- PRS40-GV- MPL095tEFi STRIP) 22 40 5x15 FT AA t HINTER PRO5­12- PWAO- GY- MPRCS515{RI6HT STRIP) 22 40 5x15 FT AS Z ® HINTER PRA5-12- PR54CWV- MFLG5615-(51DE STRIP) .44 40 5X15 FT A$ NOTE: ALL SHRUB HEADS INSTALLED FARTHER THAI4 TEN 00) FEET FROM PAVING, CURBS, SIDEWALKS, STEP5, TURF BOUNDARIE5 OR OTHER . ` PEDESTRIAN AREAS MAY BE INSTALLED AS A RNTER 00 SHRUB ADAPTER MUTN THE NOTICE AS SHOWN. v�y INSTALL ALL 9M HEADS ON 12' POP-UP5 EXCEPT AS NOTED ABOVE. 'Gl ALL MP ROTATOR WAD5 INSTALLED ON RECYCLED MATER SYSTEMS, P.OL. 'A' 5HALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED q FIR STABILIZED D.6. PATH -j =11111 -I- HATCHED AREA INDICATES AREAS IRRIGATED W ITH \�\ I REGYGLED WATER TI„I_E ,rjz. 1 q5 9 REFERENCES Date CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF � r fAv LW WATER COVER HUNTER CV-R ALL RISERS SHALL RELIEVE RECLAIMED WATER STICKER PER SPECIFICATIONS. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRR16ATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARD5CAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY 15 NOT ALLOY`tED. IRR 61 ATION EQUIPMENT 5HOW4 OUTSIDE OF MAINTENANCE RESPONSIBILITY AREA5 FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO 5E ADJUSTED TO PREVENT OVERSPRAY ONTO MILDIN65, AALL5, FENCES AND HARDSCAPE. ALL ADJUSThENT5 SHALL ASSURE GOOD SYSTEM COVERA6E AND D15TRINTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. NOTE: CONTRACTOR SHALL ADZT ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: CONTRACTOR SHALL PROVIDE 5LEEVIN6 FOR ALL FUTURE PAVED AREAS INCLUDIN6 FUTURE DRIVEWAYS, ROADWAY5, AS WELL AS ALL CURRENT PAVED AREA5, PATH5, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH ONER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE: ALL RCVS AND QGVS SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. <E)00'MAF UE, 400. ii 1 Z Q a Z 2 D O r Q ��NDSCAPF M Qstterson '�i�C r Vrc rn www.gmplandarch.com * ' 10 O �O 40 60 2C? -13 * I , 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 SCALE Designed By Drawn By Checked By REVIEWED BY: orizontal N/A P/ a pared Under Supervision Of gy. �/) . By:— Vertical 1 Date I fJ 1'S MASIH MAHER NSA R.L.A Nn. I-J503 Date: _3/19.1 13 Date: r� `� Tel 858 558 8977 CF CAI, Fax 858 558 9188 � CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IMR16AT1°rl PIS pole° ALTA 10900 -G iK - -PKU{M SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 20 OFSI 0 ILI JU tu u. 7— jam" f T_ MI4 WATER COVER HUNTER CV-R ALL RISERS SHALL RELIEVE RECLAIMED WATER STICKER PER SPECIFICATIONS. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRR16ATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARD5CAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY 15 NOT ALLOY`tED. IRR 61 ATION EQUIPMENT 5HOW4 OUTSIDE OF MAINTENANCE RESPONSIBILITY AREA5 FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO 5E ADJUSTED TO PREVENT OVERSPRAY ONTO MILDIN65, AALL5, FENCES AND HARDSCAPE. ALL ADJUSThENT5 SHALL ASSURE GOOD SYSTEM COVERA6E AND D15TRINTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. NOTE: CONTRACTOR SHALL ADZT ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: CONTRACTOR SHALL PROVIDE 5LEEVIN6 FOR ALL FUTURE PAVED AREAS INCLUDIN6 FUTURE DRIVEWAYS, ROADWAY5, AS WELL AS ALL CURRENT PAVED AREA5, PATH5, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH ONER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE: ALL RCVS AND QGVS SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. <E)00'MAF UE, 400. ii 1 Z Q a Z 2 D O r Q ��NDSCAPF M Qstterson '�i�C r Vrc rn www.gmplandarch.com * ' 10 O �O 40 60 2C? -13 * I , 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 SCALE Designed By Drawn By Checked By REVIEWED BY: orizontal N/A P/ a pared Under Supervision Of gy. �/) . By:— Vertical 1 Date I fJ 1'S MASIH MAHER NSA R.L.A Nn. I-J503 Date: _3/19.1 13 Date: r� `� Tel 858 558 8977 CF CAI, Fax 858 558 9188 � CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IMR16AT1°rl PIS pole° ALTA 10900 -G iK - -PKU{M SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 20 OFSI 0 TABLE: A POC "A" 1 5 ROAD STATION 2" SERVICE LINE WATER TYPE RECYCLED WATER WYE/ CV 1" BACKFLOW ENCLOSURE 161L'I�� G 3010 1.5" BACKFLOW MASTER VALVE 1.5" FLOW SENSOR 1.5" STATIC WATER PRESSURE 77 PSI DESIGN WATER PRESSURE 56 PSI BOOST REQUIRED 0 PSI MAXDEMAND 21 GPM SET POC REGULATOR AT A s ESTIMATED AREA SERVED 47079 SQ. FT ESTIMATED WATER USE 1.6 ACRE FEET PER YEAR MAXIMUM ALLOWABLE WATER USE 12.69 ACRE FEET PER YEAR WATERSOURCE ISM Tiii * Aiittilkzxi TABLE: C POC „B" 1.5" ROAD STATION +gp Q 2" SERVICE LINE WATER TYPE RECYCLED WATER WYE/ CV 1.5" BACKFLOW ENCLOSURE ff 30GR ` \`\ MEMMI 1.5" BACKFLOW MASTER VALVE 1.5" FLOW SENSOR 1.5" STATIC WATER PRESSURE 77 PSI DESIGN WATER PRESSURE (i3PS1 - BOOST REQUIRED t P51 MAXDEMAND 25 GPM SET POC REGULATOR AT 54333 SQ. FT. ESTIMATED AREA SERVED ESTIMATED WATER USE 1.85 ACRE FEET PER YEAR MAXIMUM ALLOWABLE WATER USE 3.1 ACRE FEET PER YEAR WATER SOURCE A [y'WE , , HORITY WATER SOURCE INFO OBTAINED CONTRACTOR SHALL VERIFY LOCATION AND WATER PRESSURE BY DIRECT CONTRACTOR SHALL VERIFY LOCATION AND WATER PRESSURE BY DIRECT MEASURMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT STATED ON PLANS MEASURMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT STATED ON PLANS CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTIVE BEFORE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTIVE BEFORE PURCHASE OF EQUIPMENTAND BEGINNING OF INSTALLATION. PURCHASE OF PURCHASE OF EQUIPMENT AND BEGINNING OF INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE IS EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE IS _ BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR. TABLE: D CONTROLLER "A" SHALL BE A: WEATHER TRAK ASSEMBLY MODEL# CONTROLLER "A" SHALL BE A: WEATHER TRAK ASSEMBLY MODEL# '=�` IM � FINAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE AND IRRIGATION FINAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE ANb IRRIGATION _ APPURTENANCES SHALL BE OUTSIDE ANY PUBLIC R.O.W. OR EASEMENTAND APPURTENANCES SHALL BE OUTSIDE ANY PUBLIC R.O.W. t EASEMENT AND CONFIRMED WITH OWNERS REPRESENITIVE PRIOR TO COMENCING WORK. CONFIRMED WITH OWNERS REPRESENITIVE PRIOR TO COMENCING WORK. r j EN _`L` r E fl (( ft ",,NNEENT ,. J. J _ 001,111 717 a :1, -, t tu of � „... tu HATCHED AREA INDICATES _\10\ AREAS IRRIGATED WITH T_ NO Aj ±. RECYCLED RATER ) (� bmgm z JU I � LU A -15 to M _ z` .e- I I I to r T ✓ (> J. q 11 to w 4 4 w )J r � - f RR M1 I VL I MAT¢ 0) v Q NOTE=: �. o N 550'5, TABLE'S, COMFORT 57ATION5, OUTDOOR EATING AREA5, 5WIMMING POOLS AND 5PA'5 5HALL 5E: O PROTECTED AGAINST CONTACT WITH RECYCLED WATER 5PRAY, M15T, OR RUN -OFF. REVISIONS f tea 4 A 'd Date HATCHED AREA INDICATES X14' A z AREAS IRRIGATED WITH - 1 114 4 ey 314' R W J RECYCLED WATER \ W !L `. .�!"�1 MsaNUN�.s �� r�"'I� w D►'� 1' _AS,ax -r- HATCHED AREA INDICATES AREAS IRRIGATED WITH RECYCLED WATER �! C FOR COMPLETE IRRIGATION LEGEND - 5EE 5HEET 24 f IRRIOATION MATERIAL LEGEND _._R E E S SYMBOL j 40 180 210 360 MANIFA7. MODEL NO. / DESCRIPTION 60M P51 SPACING DETAIL WI W WI I" I n 3 314 14 r V it 1 t I VA � ' �� `. l� � ►� 192 \ Ilk 314° 1 314" _I 'r WIT m 314' 2 LINE: 5E E 5HEE:T 22 Date CITY OF ENCINITAS BENCH MARK PT: NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. N)' DESCRIPTION: 2.5” CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) rd 1J Q ® ® ® HNTER FRO512- 1`R530-CV- MPI000490,180, 270, 960) 11, 3$ .46, 65 50 6 FT A,5 HINTER PRO - I2- PR54"V- MPIOOO4gO,160, 270, 560) .11, 32, .46, b5 40 10 FT AB { # # I ® ® MII M 2 HINTER PR05- 12- P�V- MPI000440,160, 210, 560) .14, 31, 31, .15 40 12 FT AB HINTER PRO5­12- PR540-001P2000-(4Q 180, 210, 560) 40, .14,1.10,1.41 40 15 FT A)3 ® ® ® HINTER PROS- I2- 1*R540-CV- MP20004% 180, 210, 560) 40, .14,1.10,1.41 40 20 FT A,8 ®2 ® ® ® HINTER PR05 .12- PR540�GV4,11R30004410,180, 210, 560) .86, 1,D2,2 A 9b4 40 25 FT A.5 HINTER PRO - 12- P�V-MP30004% 180, 210, 560) bb, 1,52,2-5,5.64 40 50 FT A6 IN I ® H HTER PR05- I2- 1*t540- 0V- MPLC55154EFT STRIP) 22 40 5X15 FT AB, HNTER PRO$- 12-FWA -0V4FR45fi15*IMr STRIP) 22 40 5x15 FT AB, I # ® HMTE i PR05- 12- PR524"V-MPl.C5 N"IDE STRIP) .44 40 5x15 FT Any NOTE: FROM r j i FMTRAN AREAS MAY BE INSTALLED AS A HATER SHRUB ADAM HIT14 THE NOZZLE BOUNDARIES OR OTHER f tL IG INSTALL ALL SHRUB HEADS ON IT POP4 5 EXCEPT AS NOTED ABOVE. ALL MP ROTATOR HEADS INSTALLED ON RMYOLED WATER SYSTEMS, P.O.C. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED WATER COVER HUNTER CV-R ALL RISERS SHALL RELIEVE RECLAIMED WATER STICKER PER SPECIFICATIONS. A -1I ..._.. Q m• �: j I c N �I)I � I • -I �; �, 43 ry? �$ I till I AS BU t1-T vate&17 51 " &S 9MIEZ4 RLANIo. PvideA Na1116 My Re9i*mll ort Expire ix5utpt�nt�Cj}. SCALE Designed By Drawn By Checked By orizontal N/A PIa1 repared Under Supervision Of By;_ Vertical Date 1.5.13 IJ /G R.L.A. Nn_ mill Date: iN 20 10 O 20 40 60 REVIEWED BY: By: Date: N I`t . NOTE: IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRI6ATION EQUIPMENT SHALL. BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY 15 NOT ALLOWED. NOTE: IRRIGATION EQUIPMENT WAN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'5 AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO BE ADJI5TE17 TO PREVENT OVER5PRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJJ5TMENT5 SHALL ASSURE GOOD SYSTEM COVERAGE AND 015TRINTION EFFICIENCY WHILE KEEPIN6 WATER WITHIN THE LANDSCAPED PLANTED AREAS. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL 0135TRUGTION5 THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCE5, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMXIN6 WORK. CONTRACTOR SHALL PROVIDE 5LEEVING FOR ALL FUTURE PAVED AREAS INCLUDIN6 FUTURE DRIVEAAY5, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUt•HORIZED REPRE5ENTATIVE PRIOR TO 5TARTIN62 ADRK. NOTE: ALL RCVS AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. MA(NU> l 1ZuN l' _./S,Pt+.tzT _f AgX To __AMVi P'OGL 'B', REFER TO TABLE "C" ABOVE LEFT r31 POO Al, REFER TO TABLE "A" ABOVE LEFT `1'MAF J Z t� 2 D J Q DSCAPF M ��p Qsttersoq l,�� r O Q' 't6 d, 04 Twww.gmpidndarch.com *�* re 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 Tel 858 558 8977 C 9�F OF CAIN Fax 858 558 9188 � CITY OF ENCjNITAS ENGINEERING SERVICES DEPARTMENT Drawing No. W IRRI43aTION PLAN FOR- ALTA 10900 -G SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 21 OF 51 S�l�� 0 CL �. o o 4 f tea 4 4' H HATCHED AREA INDICATES X14' A AREAS IRRIGATED WITH - 1 114 4 ey 314' R RECYCLED WATER \ W I n 3 314 14 r V it 1 t I VA � ' �� `. l� � ►� 192 \ Ilk 314° 1 314" _I 'r WIT m 314' 2 LINE: 5E E 5HEE:T 22 Date CITY OF ENCINITAS BENCH MARK PT: NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. N)' DESCRIPTION: 2.5” CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) rd 1J Q ® ® ® HNTER FRO512- 1`R530-CV- MPI000490,180, 270, 960) 11, 3$ .46, 65 50 6 FT A,5 HINTER PRO - I2- PR54"V- MPIOOO4gO,160, 270, 560) .11, 32, .46, b5 40 10 FT AB { # # I ® ® MII M 2 HINTER PR05- 12- P�V- MPI000440,160, 210, 560) .14, 31, 31, .15 40 12 FT AB HINTER PRO5­12- PR540-001P2000-(4Q 180, 210, 560) 40, .14,1.10,1.41 40 15 FT A)3 ® ® ® HINTER PROS- I2- 1*R540-CV- MP20004% 180, 210, 560) 40, .14,1.10,1.41 40 20 FT A,8 ®2 ® ® ® HINTER PR05 .12- PR540�GV4,11R30004410,180, 210, 560) .86, 1,D2,2 A 9b4 40 25 FT A.5 HINTER PRO - 12- P�V-MP30004% 180, 210, 560) bb, 1,52,2-5,5.64 40 50 FT A6 IN I ® H HTER PR05- I2- 1*t540- 0V- MPLC55154EFT STRIP) 22 40 5X15 FT AB, HNTER PRO$- 12-FWA -0V4FR45fi15*IMr STRIP) 22 40 5x15 FT AB, I # ® HMTE i PR05- 12- PR524"V-MPl.C5 N"IDE STRIP) .44 40 5x15 FT Any NOTE: FROM r j i FMTRAN AREAS MAY BE INSTALLED AS A HATER SHRUB ADAM HIT14 THE NOZZLE BOUNDARIES OR OTHER f tL IG INSTALL ALL SHRUB HEADS ON IT POP4 5 EXCEPT AS NOTED ABOVE. ALL MP ROTATOR HEADS INSTALLED ON RMYOLED WATER SYSTEMS, P.O.C. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED WATER COVER HUNTER CV-R ALL RISERS SHALL RELIEVE RECLAIMED WATER STICKER PER SPECIFICATIONS. A -1I ..._.. Q m• �: j I c N �I)I � I • -I �; �, 43 ry? �$ I till I AS BU t1-T vate&17 51 " &S 9MIEZ4 RLANIo. PvideA Na1116 My Re9i*mll ort Expire ix5utpt�nt�Cj}. SCALE Designed By Drawn By Checked By orizontal N/A PIa1 repared Under Supervision Of By;_ Vertical Date 1.5.13 IJ /G R.L.A. Nn_ mill Date: iN 20 10 O 20 40 60 REVIEWED BY: By: Date: N I`t . NOTE: IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRI6ATION EQUIPMENT SHALL. BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY 15 NOT ALLOWED. NOTE: IRRIGATION EQUIPMENT WAN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'5 AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO BE ADJI5TE17 TO PREVENT OVER5PRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJJ5TMENT5 SHALL ASSURE GOOD SYSTEM COVERAGE AND 015TRINTION EFFICIENCY WHILE KEEPIN6 WATER WITHIN THE LANDSCAPED PLANTED AREAS. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL 0135TRUGTION5 THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCE5, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMXIN6 WORK. CONTRACTOR SHALL PROVIDE 5LEEVING FOR ALL FUTURE PAVED AREAS INCLUDIN6 FUTURE DRIVEAAY5, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUt•HORIZED REPRE5ENTATIVE PRIOR TO 5TARTIN62 ADRK. NOTE: ALL RCVS AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. MA(NU> l 1ZuN l' _./S,Pt+.tzT _f AgX To __AMVi P'OGL 'B', REFER TO TABLE "C" ABOVE LEFT r31 POO Al, REFER TO TABLE "A" ABOVE LEFT `1'MAF J Z t� 2 D J Q DSCAPF M ��p Qsttersoq l,�� r O Q' 't6 d, 04 Twww.gmpidndarch.com *�* re 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 Tel 858 558 8977 C 9�F OF CAIN Fax 858 558 9188 � CITY OF ENCjNITAS ENGINEERING SERVICES DEPARTMENT Drawing No. W IRRI43aTION PLAN FOR- ALTA 10900 -G SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 21 OF 51 S�l�� 0 CL 314 14 r V it 1 t I VA � ' �� `. l� � ►� 192 \ Ilk 314° 1 314" _I 'r WIT m 314' 2 LINE: 5E E 5HEE:T 22 Date CITY OF ENCINITAS BENCH MARK PT: NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. N)' DESCRIPTION: 2.5” CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) rd 1J Q ® ® ® HNTER FRO512- 1`R530-CV- MPI000490,180, 270, 960) 11, 3$ .46, 65 50 6 FT A,5 HINTER PRO - I2- PR54"V- MPIOOO4gO,160, 270, 560) .11, 32, .46, b5 40 10 FT AB { # # I ® ® MII M 2 HINTER PR05- 12- P�V- MPI000440,160, 210, 560) .14, 31, 31, .15 40 12 FT AB HINTER PRO5­12- PR540-001P2000-(4Q 180, 210, 560) 40, .14,1.10,1.41 40 15 FT A)3 ® ® ® HINTER PROS- I2- 1*R540-CV- MP20004% 180, 210, 560) 40, .14,1.10,1.41 40 20 FT A,8 ®2 ® ® ® HINTER PR05 .12- PR540�GV4,11R30004410,180, 210, 560) .86, 1,D2,2 A 9b4 40 25 FT A.5 HINTER PRO - 12- P�V-MP30004% 180, 210, 560) bb, 1,52,2-5,5.64 40 50 FT A6 IN I ® H HTER PR05- I2- 1*t540- 0V- MPLC55154EFT STRIP) 22 40 5X15 FT AB, HNTER PRO$- 12-FWA -0V4FR45fi15*IMr STRIP) 22 40 5x15 FT AB, I # ® HMTE i PR05- 12- PR524"V-MPl.C5 N"IDE STRIP) .44 40 5x15 FT Any NOTE: FROM r j i FMTRAN AREAS MAY BE INSTALLED AS A HATER SHRUB ADAM HIT14 THE NOZZLE BOUNDARIES OR OTHER f tL IG INSTALL ALL SHRUB HEADS ON IT POP4 5 EXCEPT AS NOTED ABOVE. ALL MP ROTATOR HEADS INSTALLED ON RMYOLED WATER SYSTEMS, P.O.C. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED WATER COVER HUNTER CV-R ALL RISERS SHALL RELIEVE RECLAIMED WATER STICKER PER SPECIFICATIONS. A -1I ..._.. Q m• �: j I c N �I)I � I • -I �; �, 43 ry? �$ I till I AS BU t1-T vate&17 51 " &S 9MIEZ4 RLANIo. PvideA Na1116 My Re9i*mll ort Expire ix5utpt�nt�Cj}. SCALE Designed By Drawn By Checked By orizontal N/A PIa1 repared Under Supervision Of By;_ Vertical Date 1.5.13 IJ /G R.L.A. Nn_ mill Date: iN 20 10 O 20 40 60 REVIEWED BY: By: Date: N I`t . NOTE: IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRI6ATION EQUIPMENT SHALL. BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY 15 NOT ALLOWED. NOTE: IRRIGATION EQUIPMENT WAN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'5 AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO BE ADJI5TE17 TO PREVENT OVER5PRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJJ5TMENT5 SHALL ASSURE GOOD SYSTEM COVERAGE AND 015TRINTION EFFICIENCY WHILE KEEPIN6 WATER WITHIN THE LANDSCAPED PLANTED AREAS. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL 0135TRUGTION5 THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCE5, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMXIN6 WORK. CONTRACTOR SHALL PROVIDE 5LEEVING FOR ALL FUTURE PAVED AREAS INCLUDIN6 FUTURE DRIVEAAY5, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUt•HORIZED REPRE5ENTATIVE PRIOR TO 5TARTIN62 ADRK. NOTE: ALL RCVS AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. MA(NU> l 1ZuN l' _./S,Pt+.tzT _f AgX To __AMVi P'OGL 'B', REFER TO TABLE "C" ABOVE LEFT r31 POO Al, REFER TO TABLE "A" ABOVE LEFT `1'MAF J Z t� 2 D J Q DSCAPF M ��p Qsttersoq l,�� r O Q' 't6 d, 04 Twww.gmpidndarch.com *�* re 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 Tel 858 558 8977 C 9�F OF CAIN Fax 858 558 9188 � CITY OF ENCjNITAS ENGINEERING SERVICES DEPARTMENT Drawing No. W IRRI43aTION PLAN FOR- ALTA 10900 -G SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 21 OF 51 S�l�� 0 CL Q m• �: j I c N �I)I � I • -I �; �, 43 ry? �$ I till I AS BU t1-T vate&17 51 " &S 9MIEZ4 RLANIo. PvideA Na1116 My Re9i*mll ort Expire ix5utpt�nt�Cj}. SCALE Designed By Drawn By Checked By orizontal N/A PIa1 repared Under Supervision Of By;_ Vertical Date 1.5.13 IJ /G R.L.A. Nn_ mill Date: iN 20 10 O 20 40 60 REVIEWED BY: By: Date: N I`t . NOTE: IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRI6ATION EQUIPMENT SHALL. BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY 15 NOT ALLOWED. NOTE: IRRIGATION EQUIPMENT WAN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'5 AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO BE ADJI5TE17 TO PREVENT OVER5PRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJJ5TMENT5 SHALL ASSURE GOOD SYSTEM COVERAGE AND 015TRINTION EFFICIENCY WHILE KEEPIN6 WATER WITHIN THE LANDSCAPED PLANTED AREAS. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL 0135TRUGTION5 THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCE5, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMXIN6 WORK. CONTRACTOR SHALL PROVIDE 5LEEVING FOR ALL FUTURE PAVED AREAS INCLUDIN6 FUTURE DRIVEAAY5, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUt•HORIZED REPRE5ENTATIVE PRIOR TO 5TARTIN62 ADRK. NOTE: ALL RCVS AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. MA(NU> l 1ZuN l' _./S,Pt+.tzT _f AgX To __AMVi P'OGL 'B', REFER TO TABLE "C" ABOVE LEFT r31 POO Al, REFER TO TABLE "A" ABOVE LEFT `1'MAF J Z t� 2 D J Q DSCAPF M ��p Qsttersoq l,�� r O Q' 't6 d, 04 Twww.gmpidndarch.com *�* re 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 Tel 858 558 8977 C 9�F OF CAIN Fax 858 558 9188 � CITY OF ENCjNITAS ENGINEERING SERVICES DEPARTMENT Drawing No. W IRRI43aTION PLAN FOR- ALTA 10900 -G SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 21 OF 51 S�l�� 0 CL AS BU t1-T vate&17 51 " &S 9MIEZ4 RLANIo. PvideA Na1116 My Re9i*mll ort Expire ix5utpt�nt�Cj}. SCALE Designed By Drawn By Checked By orizontal N/A PIa1 repared Under Supervision Of By;_ Vertical Date 1.5.13 IJ /G R.L.A. Nn_ mill Date: iN 20 10 O 20 40 60 REVIEWED BY: By: Date: N I`t . NOTE: IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRI6ATION EQUIPMENT SHALL. BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY 15 NOT ALLOWED. NOTE: IRRIGATION EQUIPMENT WAN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'5 AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO BE ADJI5TE17 TO PREVENT OVER5PRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJJ5TMENT5 SHALL ASSURE GOOD SYSTEM COVERAGE AND 015TRINTION EFFICIENCY WHILE KEEPIN6 WATER WITHIN THE LANDSCAPED PLANTED AREAS. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL 0135TRUGTION5 THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCE5, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMXIN6 WORK. CONTRACTOR SHALL PROVIDE 5LEEVING FOR ALL FUTURE PAVED AREAS INCLUDIN6 FUTURE DRIVEAAY5, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUt•HORIZED REPRE5ENTATIVE PRIOR TO 5TARTIN62 ADRK. NOTE: ALL RCVS AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. MA(NU> l 1ZuN l' _./S,Pt+.tzT _f AgX To __AMVi P'OGL 'B', REFER TO TABLE "C" ABOVE LEFT r31 POO Al, REFER TO TABLE "A" ABOVE LEFT `1'MAF J Z t� 2 D J Q DSCAPF M ��p Qsttersoq l,�� r O Q' 't6 d, 04 Twww.gmpidndarch.com *�* re 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 Tel 858 558 8977 C 9�F OF CAIN Fax 858 558 9188 � CITY OF ENCjNITAS ENGINEERING SERVICES DEPARTMENT Drawing No. W IRRI43aTION PLAN FOR- ALTA 10900 -G SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 21 OF 51 S�l�� 0 CL Q i N w `-1 U-1 Q- i u� Q Z IL E "` \ 1 ILU ... 1.4-1 Tf^- V t L t- 110 X �\ M I ^O 11� LU 111.''4 -''1 -f^ 'V ) f ■u ,u,n V/ lu Z NOTE:: 55015, TA5LE5, COMFORT STATIONS, OUTDOOR EATING AREAS, SWIMMING POOLS AND 5PA'5 5HALL 5E; PROTECTED AGAINST CONTACT AITH RECYCLED WATER 5PRA1', M15T, OR RUN -OFF. REVISIONS mml ,r A, MATCHL I NE: 5EE: 5HEET 21 FOR COMPLETE IRRIGATION LEGENO - 5EE SHEET 24 90 SYN30L 180 270 360 IRR16ATION MATERIAL LF-(5F-ND MAHIFACT. MODEL NO. / DESCRIPTION 6PM P51 SPA01% DETAIL MI ® Z ® OTER PRO5- 12- PR530-GV- MPI000 490,180, 270, 960) .11, 32,.4b, b5 90 8 FT AJ3 ® ® ® ® HINTER PRO5- 12- PR540-GV- 1VPIOOO 490,180, 270, 360) .11, 32, A8, b5 40 10 FT A,$ Ur Imo gl 2 HNTER PRO5- 12-PR54 Y- W1000490,100, 210,3W) 19, A 51, .15 40 12 FT A,5 ® ® MI5 M 6 HINTER PROS- 12- PR5V- W2000#0, 180, 210, 960) 40, :14,1.10,1.41 40 15 FT A3 Q ® ® 1� HINTER PRO5- 12- PR5V- MP2000{90,180, 210, 960) 40, .14,1.10,1.41 40 20 FT AJ3 ® ® ® ® HINTER PR05- 12- PR540-LV-MP9000 #0,180, 210, %0) 86, IB2, 2.13, W 40 25 FT AJ3 ® ® ® HNTER PRO5- 12 -PR54 00P30004410, 160, 210, 960) 06, I$2, 2.13, Sh4 40 90 FT A)3 ENTER PR05- 12- MrAO- GV4ftI 615-0.EFT STRIP) 22 40 5x15 FT A,5 ® HINTER PRO5- I2- P;ISWV- MPRG55154RI6HT STRIP) 22 40 5x15 FT ' AA HUNTER PR05- 12- PR440 -6V4 LG551"OE STRIP) .44 40 5x15 FT A,5 ALL SHRUB HEADS INSTALLED FARTHER THAN TEN 00) FEET FROM PAVING, am, SIDEWALKS, STEPS, TURF WWARIE5 OR OTTER PEDESTRIAN AREAS MAY BE INSTALLED AS A HINTER 00 SHRUB ADAPTER MTN THE NOZZLE AS SHOWN. INSTALL ALL SHRllB HEADS ON 12' POP-UP5 EZEPT AS NOTED ABOVE. ALL MP ROTATOR HEADS INSTALLED ON RECYCLED KATER SYSTEMS, P.O.G. 'A' 5HALL HAVE A FACTORY INSTALLED PURPLE REGL*W WATM COVER HUNTER CV-R ALL RISERS SHALL RELIEVE RECLAIMED WATER STIOZR PER SPECIFICATIONS. NOTE: IRR16ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRR16ATION EQUIPMENT SHALL BE INSTALLED AITHIN THE LIMIT OF WORK, 18" OFF ANY HARMAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC R16HT -OF -WAY 15 NOT ALLOWED. NOTE: IRRIGATION EQUIPMENT 5HOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVM5PRAY ONTO BUILDIN65, WALLS, FENCES AND HARDSCAPE. AL ADJJ5TMENT5 SHALL A55AE GOOD SYSTEM COVERAGE AND 015TRIBUTION EFFICIENCY WHILE KEEPIN6 WATER AITHIN THE LANDSCAPED PLANTED AREAS. Z NOTE. J CONTRACTOR SHALL ADJUST AL HEAD5 AS REQUIRED TO ACCOMMODATE ANY VERTICAL a 055TRZTIOWo THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO L16HT POLES, FIRE HYDRANTS, FENCE5, ETC. VERIFY AL HEAD LAYOUT WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO � COMMENCING WORK. Z NOTE: CONTRACTOR SHALL PROVIDE %MVIN66 FOR AL FUTURE PAVED AREAS INCLUDIN6 FUTURE DRIVEWAY5, ROADWAYS, AS AELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 5TARTIN6 Ur WORK. 2 D ALL RCVS AND QCVS SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. AL RCVS SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. ry Q J Q VI 519,KATVF1r- �pNDWAP ROB SrUXA mod _ p ®ttsrsop 79 r f�intesi Ata rty tjwr N 1 �ittrafio'I bTiYeS.�(1 tX5Gi ITnE,�� c Q Cyr wwW.gmplanda�ch.com ., 0 o ;1 � cy) J -7 _" 20 10 O �O 40 60 1 4125 Sorrento Valley Blvd. NEEL- 3 _. * z - * � I, e e e Suite D San Diego cP% Calrfornia 92121 Tel 85B 55B 8977 OF CA`\ - Fa1851355159188 ,u3 Date CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS W SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal IRRIGATION PLAN POR: DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC N/A epared Under SUPerVISIOn Of By: A&- A^ By: ALTA 10900 -G � IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING Date l•5�t'� MASIH MAHER Lyl."dN - -PR trNl SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical SAXONY ELV.= 175.189' (NAVD'88) N A R.1,& No. --3615- Date: 3114113 Da CASE NO. 11 -115 TMDBMOD /BA DR CDP EIA SHEET 22 OF5L._ o a FIRE HYDRANT E MATCHL 11NE: 5r-r- 5HEET 22 a MOW CURB i) LEI I C NI . WI PfJ 314' - 2 314" 2 104' I I I I 4' 4 k � _I 04' I i IE1 7 MOW CURB w` M r�I_� 101E 6� IDi �3 1pf �1 EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 16" OFF ANY HARDSCAPE AND WITHIN 10161 SYM 34" 1 314' I III 3/f 2 314' 2 5PACING DETAIL 114' I I WI UN 314" 2 15s 3720 M 1111 r HATCHED AREA INDICATES AREAS IRRIGATED WITH RECYCLED RATER 52 i Zate....... A ®® FOR COMPLETE IRRIGATION LEGEND — 5EE SHEET 24 l IRR16ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC, ALL IRR16ATION Y. EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 16" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC R16HT-0F -WAY 15 NOT ALLOYED. SYM HATCHED AREA INDICATES 1 AREAS IRRIGATED WITH Af ±' RECYCLED WATER 160 210 360 MANUFACT. MODEL NO. / DESCRIPTION GPM P51 5PACING DETAIL ! ® ® ® ® RATER PRO5-12 -P 530- GV- MPI000-(40,180, 210, 360) .11, 32,.48, b5 30 6 FT A,B STABILIZED D6 PATH ® Q ® ® HUNTER PRD5 .12- P�V- MPI0004q0,180, 210, 360) .11, 32, .48, b5 40 10 FT AJ3 ® ® MII MIY HATER PROS- 12-fF5 V- MPI000{40,180, 210, SO) .14, 31, 51, .15 40 12 FT AJ3 DRIVEWAY5, ROADWAY5, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL QMI3 ® MI5 MI6 HUNTER PRO5- 12- PR540- GV- MP2000-(40,180, 210, 360) .40, .14,1.10,1.41 40 15 FT A.5 - VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON r HATCHED AREA INDICATES AREAS IRRIGATED WITH RECYCLED RATER 52 i Zate....... A ®® FOR COMPLETE IRRIGATION LEGEND — 5EE SHEET 24 r*y.; 9 I NOTE: 550'5, TABLES, COMFORT STATIONS, OUTDOOR EATING AREAS, SWIMMING w POOL5 AND 5PA'5 5HALL E3E 0 PROTEGTI =D AGAINST CONTACT AITH o RECYCLED WATER 5FRAY, M157, OR RUN -OFF. 0 REVISIONS A 'd Date w z /All lU !L CITY OF ENCINITAS BENCH MARK PT: NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" City Or ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189 (NAVD'88) ,r SCALE Designed By Drawn By Checked By orizontal N/A la epared Under Supervision Of By;_ Vertical Date 1.5•I�j N/A R4I Nn. 3503 Date: iN 20 10 O 20 40 60 5GALM: I "= 20' -0" REVIEWED BY: A. 1,A By: � MASIH MAHER 61/13 Date: J 0 2 0 D O F— Q ypND8CAPF M Qsttorso, 4q0 r mwww.gmpianda:ch.com i euro_. 4125 Sorrento Valley Blvd. ,,, 2 -13a c Suite D San Diego � CPf California 92121 Tel 85B 5588977 OF C 1- Fax 858 558 9188 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IRM16ATION PLAN ": W ALTA 10900 -G II'' SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q ,ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 23 OF 61 0 $V 1 �zr I..L l IRR16ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC, ALL IRR16ATION IRRIGATION MATERIAL LEGEND EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 16" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC R16HT-0F -WAY 15 NOT ALLOYED. SYM 1 IRR16ATION EQUIPMENT 5HOWN OUT5IDE OF MAINTENANCE RE5PON5IBILITY AREAS FOR CLARITY 40 160 210 360 MANUFACT. MODEL NO. / DESCRIPTION GPM P51 5PACING DETAIL ! ® ® ® ® RATER PRO5-12 -P 530- GV- MPI000-(40,180, 210, 360) .11, 32,.48, b5 30 6 FT A,B ® Q ® ® HUNTER PRD5 .12- P�V- MPI0004q0,180, 210, 360) .11, 32, .48, b5 40 10 FT AJ3 ® ® MII MIY HATER PROS- 12-fF5 V- MPI000{40,180, 210, SO) .14, 31, 51, .15 40 12 FT AJ3 DRIVEWAY5, ROADWAY5, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL QMI3 ® MI5 MI6 HUNTER PRO5- 12- PR540- GV- MP2000-(40,180, 210, 360) .40, .14,1.10,1.41 40 15 FT A.5 ALL RCVS AND QCV5 SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. ® ® 1§ HINTER PROS- I2- PR540-GV4P2000-(40,160, 210, 960) 40, .14,1.10,1.41 40 20 FT A.5 N, ® ® ® ® HUNTER PR05- 12- 10R540-GV40000•(40,180, 210, 360) 86,192, 273,3h4 40 25 FT A$ ® ® ® ® HATER PR05-12- PR540-0V+T5000440,180, 210, 360) 96,19$ 2.13, Sh4 40 30 FT A,13 ® HUNTER PRO5-12- PR540- 6V- MPL656154LEFT STRIP) 22 40 5x15 FT AJ3 HNTER PR05.12- PR540•GV- 4WS515AI69 STRIP) 22 40 5X15 FT A.5 j ® HUNTER PRO5- 12- PR540-GV-MPLG55 "IDE STRIP) .44 40 5x15 FT qty ALL 5HRUB HEADS INSTALLED FARTHER THAN TEN (10) FEET FROM PAVING, CURBS, SIDEWALKS, STEPS, TURF BOUNDARIE5 OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER 00 SHRUB ADAPTER WITH THE NOZZLE AS SHOWN. j INSTALL ALL SHRUB HEADS ON 12' POP -UPS EXCEPT AS NOTED ABOVE. ((j ALL MP ROTATOR HEADS IN5%JM ON RECYGLW !"HATER SYSTEMS, P.O.C. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED I WATER COVER HUNTER CV-R ALL R15ER5 SHALL RECIEVE RECLAIMED WATER STICKER PER SPECIFICATION. r*y.; 9 I NOTE: 550'5, TABLES, COMFORT STATIONS, OUTDOOR EATING AREAS, SWIMMING w POOL5 AND 5PA'5 5HALL E3E 0 PROTEGTI =D AGAINST CONTACT AITH o RECYCLED WATER 5FRAY, M157, OR RUN -OFF. 0 REVISIONS A 'd Date w z /All lU !L CITY OF ENCINITAS BENCH MARK PT: NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" City Or ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189 (NAVD'88) ,r SCALE Designed By Drawn By Checked By orizontal N/A la epared Under Supervision Of By;_ Vertical Date 1.5•I�j N/A R4I Nn. 3503 Date: iN 20 10 O 20 40 60 5GALM: I "= 20' -0" REVIEWED BY: A. 1,A By: � MASIH MAHER 61/13 Date: J 0 2 0 D O F— Q ypND8CAPF M Qsttorso, 4q0 r mwww.gmpianda:ch.com i euro_. 4125 Sorrento Valley Blvd. ,,, 2 -13a c Suite D San Diego � CPf California 92121 Tel 85B 5588977 OF C 1- Fax 858 558 9188 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IRM16ATION PLAN ": W ALTA 10900 -G II'' SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q ,ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 23 OF 61 0 $V 1 �zr I..L l IRR16ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC, ALL IRR16ATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 16" OFF ANY HARDSCAPE AND WITHIN PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC R16HT-0F -WAY 15 NOT ALLOYED. 1 IRR16ATION EQUIPMENT 5HOWN OUT5IDE OF MAINTENANCE RE5PON5IBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVER5PRAY ONTO BUILDIN65, WALL5, FENCES AND HARD%APE. ALL ADJJ5TMENT5 SHALL A55URE GOOD SYSTEM COVERAGE AND 0157RIBU71ON EFFICIENCY WHILE KEEPIN6 WATER WITHIN THE LANDSCAPED PLANTED AREAS. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ' NOTE: CONTRACTOR SHALL PROVIDE 5LEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAY5, ROADWAY5, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 5TARTIN6 WORK. NOTE: ALL RCVS AND QCV5 SHALL BE INSTALLED OFFSET FROM MAINLINE AND 150LATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. r*y.; 9 I NOTE: 550'5, TABLES, COMFORT STATIONS, OUTDOOR EATING AREAS, SWIMMING w POOL5 AND 5PA'5 5HALL E3E 0 PROTEGTI =D AGAINST CONTACT AITH o RECYCLED WATER 5FRAY, M157, OR RUN -OFF. 0 REVISIONS A 'd Date w z /All lU !L CITY OF ENCINITAS BENCH MARK PT: NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" City Or ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189 (NAVD'88) ,r SCALE Designed By Drawn By Checked By orizontal N/A la epared Under Supervision Of By;_ Vertical Date 1.5•I�j N/A R4I Nn. 3503 Date: iN 20 10 O 20 40 60 5GALM: I "= 20' -0" REVIEWED BY: A. 1,A By: � MASIH MAHER 61/13 Date: J 0 2 0 D O F— Q ypND8CAPF M Qsttorso, 4q0 r mwww.gmpianda:ch.com i euro_. 4125 Sorrento Valley Blvd. ,,, 2 -13a c Suite D San Diego � CPf California 92121 Tel 85B 5588977 OF C 1- Fax 858 558 9188 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. IRM16ATION PLAN ": W ALTA 10900 -G II'' SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q ,ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 23 OF 61 0 $V 1 �zr I..L RRI GATI ON MATERIAL LEGEND (PRIVATE LOTS /FOTA5LE WATER) SYMBOL MANUFAGT. MODEL NO. / DESCRIPTION N y {qK5 9T5XLV5R SERIE5, BAGKFLOK PREVENTION ASSEMBLY AI'54 PRESSURE REGULATOR AND MODEL YBP' WYE STRAINER P/4" AT INDIVIDUAL LOTS) ALL PIPING MTMEENI METER AND BI DEVICE SHALL BE'V OOPPER OR RED BRASS. H 13 BLOCKED TRUE UNION BALL VALVE, LINE SIZE, THREADED TWO -PIECE BODY, VALVE BOX ATH GREEN LID(INDIVIDUAL LOT SYSTEMS). HUNTER ICY -1016 SERIES PRESSURE REGULATING CONTROL VALVE, SIZE AS SHOWY, INSTALL ONE VALVE PER STD. RECT. VALVE BOX ATH LOCKING GREEN COVER. © HUNTER IGG-600 -PI. IRRIGATION CONTROLLER, FOR INDIVIDUAL LOTS, WALL MOUNT IN GARAGE. ® HY MWTS SOUR SYNC, MOUNT SENSOR ON EVE OR FENCE AND MODULE NEXT TO CONTROLLER E WA 120 VOLT ELECTRICAL POMEi; PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD AS APPROVED PIG SOLVENT HELD LATERAL PIPE NTH 5OHAO FITTINGS, 9e4"-12' SGH. 40, 2" -:;�" CLASS 200, DEPTH AS PER DETAIL�%V BG OTHERWISE NOTWXINDIVIDIAL LOT SYSTEMS) AS APPROVED PVG PIPE MAINLINES DEPTH A5 PER DETAIL 4 SMALLER SHALL BE SOLVENT MELD SGHAO WITH %HAO SOLVENT MAD FITTINGS 2 "3' SHALL SE 3" FITTINGS SHALL BE THRIST BLOCKED, 4' AND LARGER SEAL GL 200 GASKET JOINT L�EEMOO DUCTILE LE I�1 FITTITINNGS AND JOINT TfIA — — — AS APPROVED PVC, PIPE AS SLEEVIN6, GL. 315 TWICE THE DIAMETER OF PIPE OR ARE BUNDLE GAMED PLACE BELOW ALL PAYING, KAM%APE ETC, AND AS DIRECTED BY OMNERS EXTEND ALMORIZED E512R MUM PVAST SLEEVES HARD5G �, MMARKHIHINMARE Ai IN 2�H16H LF m FOR I.�OGI A IO") SIDES EXITEND ALL NO SYMBOL PIPE 16' PAST SLEEVE PRIOR TO ANY FITTINGS. AS APPROVED IRR16ATION CONTROL WIRE SHALL LE #14F A 45 DIRECT BURIAL N.L. APPROVED) COLOR CODE ARE PER CONTROLLER, A MINIMUM OF THREE SEPARATE SPARE PILOT AM TO THE END OF EACH MAINLINE ROUTE SPARE WIRES INTO 90 VALVE MANIFOLD LOCATI BUNDLE AND TAPE ALL ARE AND INSTALL ADJACENT TO LEAVE SPARE ARE ENDS IN THE LAST VALVE MANIFOLD BOX ON THE MAINLINE. IRRI6ATION COMMON ARE SHALL BE 012LF AWS DIRECT BURIAL 01. APPROVED). NO SYMBOL 9PEAR5 D5-500 PRE-FILLED ARE CONNECTORS, USE ON ALL ARE CONNECTIONS IN VALVE OR PULL BOXES ONLY NOT SHOWN VALCON 5000 SERIES ADV, USED ON ALL SPRINKLERS WITH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY INTEGRAL SPRINKLER HEAD CHECK VALVE. MI 0 SPRING TYPE CHECK VALVE, LINE 51ZE BY LATERAL LINE, INSTALL DOWSTREAMI OF EACH RCY *EN RGV 15 H16HE R THAN THE 5PRIi HEADS. N KBI SWING TYPE CHECK VALVE, LINE 511E BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV` WIEN RCV 15 LONER THAN THE SPRINKLER HEADS. NOT SHOWN ALKINS BR-4 PRESSURE RE60UTIN6 VALVE TO BE INSTALLED ON ALL LATERAL LINES WEE SPRINKLER HEADS ARE LOCATED AT AN ELEVATION MORE THAN 50' LONER THAN THE ROY. SET PRESSURE TO CONTROL PRESSURE DUE To THIS ELEVATION CHANGE, 512E PER LATERAL LINE SERVING SYSTEM. INSTALL. IN A 10' ROUND VALVE BOX BELCH GRADE. CONTRACTOR TO LOCATE ALL SUCH PRYS IN THE FIELD AND SHOW LOCATIONS ON RECAP DRAWINGS. NO SYMBOL O Q 2 O I W F O lU (Y 1 Q z W J LL LAXO MANUFACTURED SCRAG O-RING SANS JOINTS. FOR " SPRAY HEADS USE T532 -212 FOR %" TURF ROTORS USE TT32 -212, FOR I" SPAT ROTORS USE 6W-C FOR I' 2= COUPLER VALVE-5 161325--22 WITH MALE BRASS STABILIA R EL�O9, FOR 4 QUICK COUPLER VALVES USE 6132T -212 NTH MALE ova 54ABILMR L3JaW'I. CARSON VALVE EDXSS, 512E PER £QIAPMENT LEGEND, NTH T CANER LIDS AND GAU'TIYE BOLT AND LOUCIT. FOR ROUND DRIP EMIITTERS USE hbD0. 510 1" £KONG BE BE M 132�4,1AND xL 910 12MODq ITdOVAVE BoiY 5 5�Hb4MLLVE p�IAGK HDPE BODY ANDtlM LID�511N�TLIRFBLAUCO LIDS IN SHRUB BEDS, ANY) TAN LIDS IN ROCK MULCH. FOR USE IN NON VEHICULAR TRAFFIC 51TUATION5 ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. A'XX CONTROLLER /STATION # I I I IO GPM VALVE SIZE DETAIL SYMBOL MANUFAGT. D ® P.O.G. F YS WATTS H WATTS II ® WILKINS WA ® AS APPROVED WA ® HUNTER OF ® DATA IMID/IT'S OF ® AS APPROVED Fz EZ-FLO OP y x s K �. _. :a s c �- FROM PRuSSI�RE TO WASTER VALVE f'iCrVUL�y41lfR 8 YLDVt SENSOR _ EMOTE 2 S PLAN VIEW f� ti FROM '<'�'YPA.`y`LRL t_C_11U� {[P�ASTi.HTy„ ••.•• •••.•�M. VALVE Y [_ Sh FLOW NOTE SENSOR SEE I�}IE � 0" °� � �" 1 E��u PROFILE LMETEIR Y- c?Rn}NER ,CHECK ,rALk'c. Px SSURE m "�ASTEw t. +,},44 € R GDLATOR 1 VALVE E SENSOR POC SEQUENCE LY `q wiD IE�: �1a REFER TD SECTION 15151 AND 15152 OF THE SPEGIFIt,A €IONS .: 2) INSTALL i1hPE HEST STATION LOCATED DIRECTLY QCYdNSiH €AM OF IRRIGATION CHECK etNv PRESSURE REGULATOR VALVE PER WR -03 3'r SECCn1Q CROSS C ^�:ti <~CTIDti TEST STATION }NSTAI LEp AT FAR END €1F ON—SITE ? <';AIBd v IPF �1) BRAND "T5" ON PL AS! iC T,-ST 5TA?ICN LIDS SsWE Altiia CESCRiPi1I7i'i I }��� f SIZE AND L'FSGR3PTfuti N:, � 1 11`Imm t3ra „) SCR 80 PVC 90 ELL I 5 19r� few”? SGHEQJL£ SD BRASS NUP4I_E 2 ? 9r=�n T �,,' 1 SCE ;;Q BRASS CLOSE —NIPPLE— 6 METER BOX W; iy PtURi�tE GOLCiHEC? '_ C S Ei9tr�53 S3�N "1 BRAS' LDCti1_E Britt VALVE. LINE SIZE BRASS BALL VALVE }} iP x fttt'kR SWIVEL 8 i LINE SIZE x 19aan (�''q`l 'SOH $ti TFC d� E',� (34' x I-") SFtA55 THREADED Q TYPE' "K" COPPER OR BRASS PIPE ONLY ;I�iTSt=Ir16 �"1TFi s."trrun 0,") CAPPED CAPPE6 Di3TLET< id} S50man ti< "1 BASE OF 1Qmm i��'t�Rlt"iY 25MTT ( 1 ") AND 50rTxT1 { 2") WATER AGENCIES STANDARDS RECYCLED WATER IRRIGlaTIOPJ COMMITTEE APPROVAL, 11 03i2ec6 CROSS CONNECTION TEST STATION DRAWING ►/ KBI O,P O NELSON W ® HUNTER WA WA ® HUNTER WA WA VEATHER TRAK ® RAIN MASTER/ WA JOHN DEERE ❑E WA MN ® AS APPROVED — I RAIN BIRD — • + RAIN BIRD NO SYMBOL RAIN BIRD ® RAIN BIRD AS APPROVED —RN— AS APPROVED SHALL BE MOM 106,10' ROUND SHALL BE MODEL 910,12' STANDARD REGT. SEAL. BE MODEL 1419,12' J1MB0 BELT. SHALL BE MODEL 1220, 9M JUMBO SHALL BE MODEL 1324, AND SUPER J1hB0 JY. SHALL BE MODEL 1130. VALVE BOXES SHNdJ. HAVE BUCK HOPE BODY AND PURPLE !VIOLET LIDS FOR REYGYCLED WATER SYSTEMS. FOR USE IN NON -VEHICULAR SYMBOL A5 APPROVED NO SYMBOL SPEARS NOT SWAN YALGON � KBI N KBI NOT SHOWN WILKINS NO SYMBOL CARSON d Date REFERENCES Date CITY OF ENCINITAS BENCH MARK PT. N0. 1026 (ENO -26) OF CITY OF ENCINITAS �'/ SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC _ IN SW COR OF DRAIN INLET AT W SIDE OF PARKING . LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELY.= 175.189' (NAVD'88) IRRIGATION MATERIAL LEGEND (RECYCLED WATER) MODEL NO. / DESCRIPTION DETAIL IRRIGATION WATER METER (5IE NOTES FOR DE516NA1ION AND SIZES). VERIFY AGIUAL LOCATION, SIZE, AND WATER PRESSURE IN THE FIELD PRIOR TO WA GOMM�1rCIN16 WORK AND PURGHA51N6 EQUIPMENT. MODEL 1715 WE STRAINER, WITH 304 STAINLESS STEEL 20 MESH PERFORATED SCREEN, INSTALL WITHIN JUMBO 80X. WA MODEL 600 DECK VALVE INSTALLED ATHIN JUMBO BOX WA 500 -HLR SERIES PRESSURE REDUCING VALVE WITH 10 TO 125 PSI SPRING RANGE, 51g AND PRESSURE SETTING AS NOTED. WA GROSS CONNECTION TEST STATION PER SAN DIEGUITO WATER DISTRICT STANDARDS AT EACH METER (5g DETAIL W115 MR-04 THIS 5FET) AR-04 IBV- 1516-R SERIES BRAGS MASTER CONTROL VALVE. NOSIER VALVE SHALL 13E INSTALLED IN A 'J1h®0' S11FD PURPLE VALVE BOX MYTH LOCKING COVER AND 6 MGV' HEAT BRANDED ON DOVER IR -220 PVC FLOW SENSOR, ARE TO CONTROLLER U51NIG P7111D GABLE IN I" CONDUIT, INSTALL PER MANUFACTURERS RECOMMENDATIONS. MULTIPLE FLOW V 9560R5 REQUIRE SEPARATE CONDUIT RUNS. LOCATION OF RECYCLED WATER'DO NOT DRINK" SIGN PER SAN DIE6UIT0 WATER DISTRICT STANDARDS. WA £2010 -HG FERTILIZATION UNIT WITH COUPLING CONNECTION PER MAINLINE 511E, INSTALL PER MANJFAGTURER5 RECOMMENDATIONS IN CARSON sh130 -24 SUPER WA JJMY30 REGTAN6ULAR XL VALVE BOX CONTRACTOR TO FILL TANK WITH #6R4 102050 AT BE6INNINIG OF PLANT INSTALLATION AND SHALL PROVIDE A FULL TANK UPON MAINTENANCE TURNOVER. BLOCKED TRUE UNION BALL VALVE, LINE SIZE, THREADED TWOfIEGE BODY. VALVE BOX ATH PURPLE LID, HEAT BRAND LID WITH "BV'. F 1645 RECYCLED WATER QUICK COUPLER VALVE, INSTALLED IN 10" ROUND VALVE BOX NTH LOCKING PURPLE DOVER AND 'QGY' HEAT BRANDED ON DOVER. I )C INSTALL QCV ON A II/2" STUB-OUT OFF MAINLINE. EACH QGV SHALL BE ISOLATED FROM THE MAINLINE BY A 11/2' BALI. VALVE AND INSTALLED AT 200 Of,. PER cltt REf4lIREhENT5. USE 1646 QGVS NTH ACME THREADS AND LOOKING PURPLE BLUBBER DOVER ICY- 1016 -A" SERIES PLASTID PRESSURE REGULATING CONTROL VALVE, 512E AS SHOWN, INSTALL ONE VALVE MR STD. REEL VALVE BOX WITH LOCKING H PURPLE COYER AND RGV' HEAT BRANDED ON DOVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE LINE SIZE. IGZ -101 OR IGV -151 DRIP SERIES PRESSURE RE6UATINI6 CONTROL VALVE, 512E AS SHOWN, INSTALL ONE VALVE PER JUhY90 RECT. VALVE BOX NTH LOOKING, Y PURPLE COVER AND RGV' HEAT BRANDED ON DOVER VALVES SHALL BE INSTALLED IN MANIFOLD5150UTED FROM THE MAINLINE BY A BALL VALVE LINE 512£. IRRIGATION CONTROLLER IN STAINU.E55 STEEL EN.NL05URE, AT PRO 25•L-48-5PT- WT- MRS- GIM -2YA, BEN SLICK 408- 961 -3616. CNONTROLI.ER SHALL HAVE A U DESIGNATED REGTANGU.AR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT ITS TO COORDINATE PURCHASE AND INSTALLATION. IGHNTRAL AR8.E55 WITH RAIN SENSOR, MOUNT TO ENCLOSURE! AND ARE TO CONTROLLER WA 120 VOLT, 5Yi61E PHNSE, 60 H17 ELECTRICAL POWER, PROVDED BY ii6G1RICIAN VERIFY AGNAL LOCATION IN FIELD WA PULL BOXBi FOR ARE 5PLI6SS 5NbVJ. BE LOCATED APPROXIMATELY 500' O.G, AND AT THE ENDS OF ALL SLEEVES UNDER PAYING. PULL BOXES SHALL BE 10' X R01)HD ATH LOCKING LID XFD•Ob -12 DRIP 1U31N6 MU b 6Ptf EMITTERS 12" ON G£rl'IER, INSTALL TUBING ROWS A MAXIMANI OF 16' APART IN PLANiIN6 AREAS. ALL 'NBIN6 SEAL. BE AA,BB,GGpD INSTALLED 4" BH.OWI MULCH GRADE W/ 9 °WIRE STAKES FIVE (5) fl3T ON ( ENTER; VERIFY THE LAYOUT AND SEALING IN THE FIELD PRIOR TO 5TARTINIG WORK MbGF FITTINGS FOR CONNECTION BETWEEN PVC LATERAL HEADER LINES AND IX21P TUBING AA=GG,DD ALL CONNECTIONS BETWEEN DRIP TIIBINI6 SHALL BE MADE LASING MIDGE FITTINGS AA,BB,GG,DD PROVIDE A MDGFGAP FLUSH GAP AT END OF DRIP DISCHARGE HEAR LASING MDGF FITTING, INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT z EACH END OF THE TUBING RUNS IN EACH DIRECTION, INSTALL b' FROM PAVING PVG SOLVENT MELD LATERAL PIPE WITH 5GH.40 fITTIN65, 9/4" -V4' SOH. 40,2"-:$21" CLAY 200, DEPTH A5 PER DETAIL ON ALL RECYCLED HATER SYSTEMS USE HH,JJ DOLOR CADID PURPLE RECYCLED WATER PIPE FYG PIPE MAINLINES, DEEM AS PER DETAIL, lei" C SMALLER SHALL BE SOLVENT VELD 5GH.40 NTH 5CH.40 SOLVENT MELD FITTINGS, 2 ° -3' SHALL BE SOLVENT HH,JJ WELD GL 315 NTH 5GH.60 SOLVENT WELD FITTINGS, 2V2' -3' FITTINGS SHALL BE THRUST BLOCKED, 4' AND LARGER SHALL BE GL 200 6A5KEi JOINT WITH LffMGO DUCTILE IRON FITTINGS AND JOINT RESTRAINT. ON ALL RECYCLED WAl£R SYSTEMS USE DOLOR CODED PURPLE RECYCLED WATER PIPE. PURPLE RECYCLED WATER PVC, PIPE AS SLEEVIN6, GL. 315 TALE THE DIAMETER OF PIPE OR ARE liM'TUI.E GAMED PLACE BELOW ALL PAVING, HPJ2D5GAPE, H}{„1J ETC, AND AS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE EXTEND ALL SLEEVES IT MINIMUM PAST HAROSGAPE ED6E5, MARK HOROSCOPE GJR85 WITH 'IS' IN 2" HIbH LITERS FOR LOGA1I0N(5) EXTEND ALL PIPE Ib' PAST SLEEVE PRIOR TO ANY FITTINGS. IRRIGATION CONTROL WIRE SHALL a14UF AW6 DIRECT BURIAL N.L. APPROVED), DOLOR LODE ARE PER fANTROU ER A MINIMUM OF THREE SEPARATE SPARE HH JJ PILOT NRES TO THE END OF £AGE MAINLINE. ROUTE SPARE ORES INTO EACH VALVE MANIFOLD LOCATION BUNDLE AND TAPE ALL ARE AND INSTALL ADJACENT TO MNNq.INE, LEAVE SPARE ARE BIDS IN THE LAST VALVE MANIFOLD Box ON THE MMNLIIE. IRRI6ATIO1 COMMON ARE SHALL BE #12UF AW6 DIRECT BURIAL NL APPROVED). 05.500 PRE - FILLED WIRE CONNECTORS, USE ON ALL ARE LONtlEGTI0N5 IN VALVE OR PUN. BOXES ONLY W 5000 SERIES ADd, USED ON ALL SPRINKLERS NTH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY INTEGRAL SPRINKLER HEAD GHEGK VALVE. WA SPRING TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOMPSTREAM OF EACH RCV WHEN RGY IS HIGHER THAN THE SPRINKLER HEADS. WA 5AN16 TYPE CdEGK VALVE, LINE 512£ BY LITERAL LINE, INSTALL DDWPISTREAM OF EACH RGV WHEN RCV IS LONER THAN THE SPRINKLER HEADS. WA BR-4 PRESSURE RE6gUTiN6 VALVE TO 13E INSTALLED ON ALL UTNilPJ. LINES WHERE SPRINKLER HEADS ARE LOCATED AT AN ELEVATION MORE THAN 50' WA LONER THAN THE RCN. SET PRESSURE TO CONTROL PRESSURE DUE TO THIS ELEVATION CHANGE, SIZE PER UIERAL LINE SERVING SYSTEM. INSTALL IN A 10" ROUND VALVE BOX BELOW GRADE. CONTRACTOR TO LOCATE ALL SUCH PRVS IN THE FIELD AND SHOW LOCATIONS ON RECORD DRAWINGS. MANUFACTURED 5Gf.40 O-RING 5NN6 JOINTS. FORYz" SPRAY HEADS USE 7532 -212, FOR %' TURF ROTORS USE T132 -212, FOR I' SPORT ROTORS USE 6132 -412, WA FOR I' QUICK COUPLER VALVES USE 61325 -212 NTH MALE BRASS STABILIZER ELBOW, FOR %q QUICK COUPLER VALVES LASS 611 ATrI MALE BRA55 STABILIZER ELBOW VALVE BOXES, 512E PER EQUIPMENT LEGEND, WITH T-LOVER LIDS AND CAPTIVE BOLT AND LOG- KIT. FOR ROUND DRIP EMITTERS USE MODEL 510,1" £GONG MN NO W TRAFFIC 51TUATION5 ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. U A'XX CONTROLLER /STATION # III GPM VALVE SIZE GENERAL GMP IRRIGATION NOTES I. ALL LOCAL MINIGIPAL AND STATE LAWS RULES AND REGULATIONS 60VERNINkS OR RELATINI6 TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MAD)? A PART OF THESE SPEGIFIGATIOr5 AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR, INCASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAANI65, AND /OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXI5TINI6 UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, 51RUG1URE5 AND SERVICES 514011 N TIC PLANS ARE APPROXIMATE ONLY. ANY DI5GRf9'ANGIE5 BETYEEEN THESE PLANS AND ACTUAL FIELD GONDITION5 SHALL BE REPORTED TO THE OWNERS REPRE5ENTA1IYE. 3. THE GONTRAGTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BE6INNINY6 WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK 5, THE MAINLINE AND 5LEEVIN6 IS DIA6RAMMATIG. ALL PIPING IS FOR DESIGN GLARIFIGATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WERE P095I5L£, AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. b. IRRIGATION EQUIPMENT A5 SHOWN 15 DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE GONIROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS BAIGKFLOWS, AIRNAGUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PUNTING AREAS WHEN FEASIBLE OR AS Al3PROVED BY OWEfR5 REPRESENTATIVE MID THE LANIDSGAPE IRRIGATION DESIGNER 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS NO IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT MERE NOT EVIDENT AT THE TIME THESE PLANS W6R£ PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWaS REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD (,HAJJ6E5 DEEMED NECESSARY BY THE OWER S. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WI1N LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BAGKFLOW RECYCLED G9055 GONINEGTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER 15 TO BE DETERMINED IN THE FIELD BY THE OWNERS AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR 15 TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE O) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIREG11Or5 FROM THY: CONTROLLER. THE ADDITIONAL ARE SHALL BE EXTENDED 10, MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX V. II. ALL PIPE UNDER PAVED THE DIAMETER OF PIPET MATERIAL CONFORMING TYPE I GRADE Z MATER 661i1ffTE A MINIM Of 005TER PUMP. 'LACE 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN 54R11B OR 6ROUtlD DOVER AREAS Y'WERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QWGK COUPLER VALVES ATHIN IB' OF HARDSGAPE. 13. ALL HEADS ARE TO BE INSTALLED WIN THE NO= 5GRM AND ARCS SNOMW ON THE ELMS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS WALLS FENCES AND HARDSGAPE. THIS INCLUDES, BUT NOT LIMITED T0, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, RBjLA6EM6T OF PRE'fURE COMPENSATING, SGREBrS, REPLACEMENT OF NOZZL5 WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES NTH ADJUSTABLE ARC UNITS. WHEN VERTICAL 0)3<i1RUGTI0N5 VERA6EE IRR6AT�CANTRPGN MFIFID ADJISTYTP SPRINKLER 5Y5TB411B1S ALLINbbARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON FAC.H SIDE OF THE OBSTRUCTION 50 AS TO PROVIDE PROPER GOVERA6E. ALL ADJSTM£N15 SHALL BE MADE AT NO ADDITIONAL CAST TO THE OMNER 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE 50 THAT THE SPRINKLER PRC-r..fURE SHOWN ON THY: IRRI6ATION�L£6END. NOT TO EXCEED �IVETI ABOVE THE OVEN OPERATING WIPRE55UFE FROM THE �N6 SPECIFIED PRESSURE CODDLED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF GONNIEGTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE El TME£N THIS WATER PRESSURE INDICATED ON TEE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND 005T5 A550CIATED WITH SAID REYI IONS. Ib. 5HOU1D FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PUNS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND 512E ALL PIPE NOT TO EXCEED A YROGItt OF 5 FB:`f PER SECOND (FPS) IN PVC, PIK/1ND CAST IRON PIPE. FLOW BE MADEAAT�INb �I GIST oT�TH�E CANER. PIPE Sf�Jd. NOT EXCEED A VELOCITY OF 1/2 FPS. ALL ADJUSTMENTS SHALL It ELEGTRIGAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND /OR BOOSTER PUMP SHALL BE PROVIDED UNDB2 THE ELECTRICAL SECTION OF THE SPEGIFIGATION5, IT SHALL BE THE RUPONSIBILItt OF THE IRRIbAT10N CONTRACTOR TO COORDINATE FJ.ECIRICAL SERVICE WITH THE GENERAL GONIRAIGTOR M!D SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND /OR 5 Z J V V Q Q SYMBOL IRRIGATION MATERIAL LEGEND 90 180 210 360 MMIUFACT. MODEL N0. ! DESGRIPfION GPM P51 SPACING DETAIL HUNTER PROSr12- PR530- GV- MIPI000 440,180, 210, 960) .11, 92, .46, b5 30 8 FT AB ® ® ® © HUNTER PR05- I2- PR540- cv- 101Pl000490,160, rto, 360) .n, .3s, .46, .65 40 IO Fr 0 ® ©o no rat HUINTER PROSI2- PF�V- MPI000 490,180, 710, 360) 40 12 FT 0 x115 ww rms raa HUNTER PR05- 12- PR540- GV- 101112000- (90,100, 210, 360) .40, .14,1.10,1.41 40 15 FT AB Q ®I ®I ® HUNTER PR05- 12- PR540- CV- MP2000490,160, 210, 360) .40, .14, 110,1.47 40 20 FT AB ® ® HUNTER PROS- IZ- PR540•GV- MP3000 {90,160, 210, 960) .66, b2,213, 3b4 40 z5 Fr 0 ® ® ® ® HUNTER PRO54PR540- CV41IP3000 490,160, 210, 360) .66, Ib2, z.13, 9b4 40 30 Fr ,4)3 ® HUNTER PROSl2- PR540­CV- MPLL5515{LEFT STRIP) 22 40 5x15 FT Ap ® HUNTER PRO5- I2- PR540- GY- MPHZG5515{RI6HT STRIP) .22 40 5x15 Fr Ap ® HUNTER PROrr12- PR540-GY- MPl05515451DE STRIP) .44 40 5x15 Fr qg , �ppDSCAPF (+') p ttaarsoq 49 o N ALL SHRUB HEADS INSTALLED FAdtTNY92 THAN TEN (10) FEET FROM PAYING, CURDS, SIDEWALKS, STEPS, TURF BOIAIDARIEri OR OTHER i4 www,gmplandarch.com PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER 00 SHRUB ADAPTER NTH THE NOZZLE AS SHOWPL v o 7+Tai n co INSTALL ALL SHRUB HEADS ON 12" POP -UPS EXCEPT A5 NOTED ABOVE. 4125 Sorrento Valley Blvd. enewa , Suite D San Diego � ALL MP ROTATOR HEADS INSTALLED ON RECYCLED WATER 5Y5TB45, PA.G. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMS 4pJ° California 92121 � WATER COVER HUNTER GY-R ALL RI513L5 SEAL. RECENT RECLAIMED WATER STICKER PER SPECIFICATIONS. 43<C Tel 858 558 8877 1✓ OF CA1.� Fax 8585589168 � SCALE Designed By Drawn By Checked By REVIEWED BY: CITY QI' $jvCjjvj'j'AS ENGINEERING SERVICES DEPARTMENT Drawing No. orizontal IRRIGATION 1.16END FOR: 11.1 N/A la repared Under Supervision Of gy; By: ALTO 10900 -G Vertical Date I'S' l3 MASIH MAHER (,i N F►aU(M SAXONY ROAD, PUEBLO STREET 8, QUAIL GARDENS DRIVE Q N/A R.G. No. $503 Date: 3/1q/1 3 Date: CASE N0. 11 -115 TMDBMOD BA DR CDP EIA SHEET 24 OF 51 L0 1— O �n A NULi6I?1i wR p4 __... y x s K �. _. :a s c �- FROM PRuSSI�RE TO WASTER VALVE f'iCrVUL�y41lfR 8 YLDVt SENSOR _ EMOTE 2 S PLAN VIEW f� ti FROM '<'�'YPA.`y`LRL t_C_11U� {[P�ASTi.HTy„ ••.•• •••.•�M. VALVE Y [_ Sh FLOW NOTE SENSOR SEE I�}IE � 0" °� � �" 1 E��u PROFILE LMETEIR Y- c?Rn}NER ,CHECK ,rALk'c. Px SSURE m "�ASTEw t. +,},44 € R GDLATOR 1 VALVE E SENSOR POC SEQUENCE LY `q wiD IE�: �1a REFER TD SECTION 15151 AND 15152 OF THE SPEGIFIt,A €IONS .: 2) INSTALL i1hPE HEST STATION LOCATED DIRECTLY QCYdNSiH €AM OF IRRIGATION CHECK etNv PRESSURE REGULATOR VALVE PER WR -03 3'r SECCn1Q CROSS C ^�:ti <~CTIDti TEST STATION }NSTAI LEp AT FAR END €1F ON—SITE ? <';AIBd v IPF �1) BRAND "T5" ON PL AS! iC T,-ST 5TA?ICN LIDS SsWE Altiia CESCRiPi1I7i'i I }��� f SIZE AND L'FSGR3PTfuti N:, � 1 11`Imm t3ra „) SCR 80 PVC 90 ELL I 5 19r� few”? SGHEQJL£ SD BRASS NUP4I_E 2 ? 9r=�n T �,,' 1 SCE ;;Q BRASS CLOSE —NIPPLE— 6 METER BOX W; iy PtURi�tE GOLCiHEC? '_ C S Ei9tr�53 S3�N "1 BRAS' LDCti1_E Britt VALVE. LINE SIZE BRASS BALL VALVE }} iP x fttt'kR SWIVEL 8 i LINE SIZE x 19aan (�''q`l 'SOH $ti TFC d� E',� (34' x I-") SFtA55 THREADED Q TYPE' "K" COPPER OR BRASS PIPE ONLY ;I�iTSt=Ir16 �"1TFi s."trrun 0,") CAPPED CAPPE6 Di3TLET< id} S50man ti< "1 BASE OF 1Qmm i��'t�Rlt"iY 25MTT ( 1 ") AND 50rTxT1 { 2") WATER AGENCIES STANDARDS RECYCLED WATER IRRIGlaTIOPJ COMMITTEE APPROVAL, 11 03i2ec6 CROSS CONNECTION TEST STATION DRAWING ►/ KBI O,P O NELSON W ® HUNTER WA WA ® HUNTER WA WA VEATHER TRAK ® RAIN MASTER/ WA JOHN DEERE ❑E WA MN ® AS APPROVED — I RAIN BIRD — • + RAIN BIRD NO SYMBOL RAIN BIRD ® RAIN BIRD AS APPROVED —RN— AS APPROVED SHALL BE MOM 106,10' ROUND SHALL BE MODEL 910,12' STANDARD REGT. SEAL. BE MODEL 1419,12' J1MB0 BELT. SHALL BE MODEL 1220, 9M JUMBO SHALL BE MODEL 1324, AND SUPER J1hB0 JY. SHALL BE MODEL 1130. VALVE BOXES SHNdJ. HAVE BUCK HOPE BODY AND PURPLE !VIOLET LIDS FOR REYGYCLED WATER SYSTEMS. FOR USE IN NON -VEHICULAR SYMBOL A5 APPROVED NO SYMBOL SPEARS NOT SWAN YALGON � KBI N KBI NOT SHOWN WILKINS NO SYMBOL CARSON d Date REFERENCES Date CITY OF ENCINITAS BENCH MARK PT. N0. 1026 (ENO -26) OF CITY OF ENCINITAS �'/ SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC _ IN SW COR OF DRAIN INLET AT W SIDE OF PARKING . LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELY.= 175.189' (NAVD'88) IRRIGATION MATERIAL LEGEND (RECYCLED WATER) MODEL NO. / DESCRIPTION DETAIL IRRIGATION WATER METER (5IE NOTES FOR DE516NA1ION AND SIZES). VERIFY AGIUAL LOCATION, SIZE, AND WATER PRESSURE IN THE FIELD PRIOR TO WA GOMM�1rCIN16 WORK AND PURGHA51N6 EQUIPMENT. MODEL 1715 WE STRAINER, WITH 304 STAINLESS STEEL 20 MESH PERFORATED SCREEN, INSTALL WITHIN JUMBO 80X. WA MODEL 600 DECK VALVE INSTALLED ATHIN JUMBO BOX WA 500 -HLR SERIES PRESSURE REDUCING VALVE WITH 10 TO 125 PSI SPRING RANGE, 51g AND PRESSURE SETTING AS NOTED. WA GROSS CONNECTION TEST STATION PER SAN DIEGUITO WATER DISTRICT STANDARDS AT EACH METER (5g DETAIL W115 MR-04 THIS 5FET) AR-04 IBV- 1516-R SERIES BRAGS MASTER CONTROL VALVE. NOSIER VALVE SHALL 13E INSTALLED IN A 'J1h®0' S11FD PURPLE VALVE BOX MYTH LOCKING COVER AND 6 MGV' HEAT BRANDED ON DOVER IR -220 PVC FLOW SENSOR, ARE TO CONTROLLER U51NIG P7111D GABLE IN I" CONDUIT, INSTALL PER MANUFACTURERS RECOMMENDATIONS. MULTIPLE FLOW V 9560R5 REQUIRE SEPARATE CONDUIT RUNS. LOCATION OF RECYCLED WATER'DO NOT DRINK" SIGN PER SAN DIE6UIT0 WATER DISTRICT STANDARDS. WA £2010 -HG FERTILIZATION UNIT WITH COUPLING CONNECTION PER MAINLINE 511E, INSTALL PER MANJFAGTURER5 RECOMMENDATIONS IN CARSON sh130 -24 SUPER WA JJMY30 REGTAN6ULAR XL VALVE BOX CONTRACTOR TO FILL TANK WITH #6R4 102050 AT BE6INNINIG OF PLANT INSTALLATION AND SHALL PROVIDE A FULL TANK UPON MAINTENANCE TURNOVER. BLOCKED TRUE UNION BALL VALVE, LINE SIZE, THREADED TWOfIEGE BODY. VALVE BOX ATH PURPLE LID, HEAT BRAND LID WITH "BV'. F 1645 RECYCLED WATER QUICK COUPLER VALVE, INSTALLED IN 10" ROUND VALVE BOX NTH LOCKING PURPLE DOVER AND 'QGY' HEAT BRANDED ON DOVER. I )C INSTALL QCV ON A II/2" STUB-OUT OFF MAINLINE. EACH QGV SHALL BE ISOLATED FROM THE MAINLINE BY A 11/2' BALI. VALVE AND INSTALLED AT 200 Of,. PER cltt REf4lIREhENT5. USE 1646 QGVS NTH ACME THREADS AND LOOKING PURPLE BLUBBER DOVER ICY- 1016 -A" SERIES PLASTID PRESSURE REGULATING CONTROL VALVE, 512E AS SHOWN, INSTALL ONE VALVE MR STD. REEL VALVE BOX WITH LOCKING H PURPLE COYER AND RGV' HEAT BRANDED ON DOVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE LINE SIZE. IGZ -101 OR IGV -151 DRIP SERIES PRESSURE RE6UATINI6 CONTROL VALVE, 512E AS SHOWN, INSTALL ONE VALVE PER JUhY90 RECT. VALVE BOX NTH LOOKING, Y PURPLE COVER AND RGV' HEAT BRANDED ON DOVER VALVES SHALL BE INSTALLED IN MANIFOLD5150UTED FROM THE MAINLINE BY A BALL VALVE LINE 512£. IRRIGATION CONTROLLER IN STAINU.E55 STEEL EN.NL05URE, AT PRO 25•L-48-5PT- WT- MRS- GIM -2YA, BEN SLICK 408- 961 -3616. CNONTROLI.ER SHALL HAVE A U DESIGNATED REGTANGU.AR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT ITS TO COORDINATE PURCHASE AND INSTALLATION. IGHNTRAL AR8.E55 WITH RAIN SENSOR, MOUNT TO ENCLOSURE! AND ARE TO CONTROLLER WA 120 VOLT, 5Yi61E PHNSE, 60 H17 ELECTRICAL POWER, PROVDED BY ii6G1RICIAN VERIFY AGNAL LOCATION IN FIELD WA PULL BOXBi FOR ARE 5PLI6SS 5NbVJ. BE LOCATED APPROXIMATELY 500' O.G, AND AT THE ENDS OF ALL SLEEVES UNDER PAYING. PULL BOXES SHALL BE 10' X R01)HD ATH LOCKING LID XFD•Ob -12 DRIP 1U31N6 MU b 6Ptf EMITTERS 12" ON G£rl'IER, INSTALL TUBING ROWS A MAXIMANI OF 16' APART IN PLANiIN6 AREAS. ALL 'NBIN6 SEAL. BE AA,BB,GGpD INSTALLED 4" BH.OWI MULCH GRADE W/ 9 °WIRE STAKES FIVE (5) fl3T ON ( ENTER; VERIFY THE LAYOUT AND SEALING IN THE FIELD PRIOR TO 5TARTINIG WORK MbGF FITTINGS FOR CONNECTION BETWEEN PVC LATERAL HEADER LINES AND IX21P TUBING AA=GG,DD ALL CONNECTIONS BETWEEN DRIP TIIBINI6 SHALL BE MADE LASING MIDGE FITTINGS AA,BB,GG,DD PROVIDE A MDGFGAP FLUSH GAP AT END OF DRIP DISCHARGE HEAR LASING MDGF FITTING, INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT z EACH END OF THE TUBING RUNS IN EACH DIRECTION, INSTALL b' FROM PAVING PVG SOLVENT MELD LATERAL PIPE WITH 5GH.40 fITTIN65, 9/4" -V4' SOH. 40,2"-:$21" CLAY 200, DEPTH A5 PER DETAIL ON ALL RECYCLED HATER SYSTEMS USE HH,JJ DOLOR CADID PURPLE RECYCLED WATER PIPE FYG PIPE MAINLINES, DEEM AS PER DETAIL, lei" C SMALLER SHALL BE SOLVENT VELD 5GH.40 NTH 5CH.40 SOLVENT MELD FITTINGS, 2 ° -3' SHALL BE SOLVENT HH,JJ WELD GL 315 NTH 5GH.60 SOLVENT WELD FITTINGS, 2V2' -3' FITTINGS SHALL BE THRUST BLOCKED, 4' AND LARGER SHALL BE GL 200 6A5KEi JOINT WITH LffMGO DUCTILE IRON FITTINGS AND JOINT RESTRAINT. ON ALL RECYCLED WAl£R SYSTEMS USE DOLOR CODED PURPLE RECYCLED WATER PIPE. PURPLE RECYCLED WATER PVC, PIPE AS SLEEVIN6, GL. 315 TALE THE DIAMETER OF PIPE OR ARE liM'TUI.E GAMED PLACE BELOW ALL PAVING, HPJ2D5GAPE, H}{„1J ETC, AND AS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE EXTEND ALL SLEEVES IT MINIMUM PAST HAROSGAPE ED6E5, MARK HOROSCOPE GJR85 WITH 'IS' IN 2" HIbH LITERS FOR LOGA1I0N(5) EXTEND ALL PIPE Ib' PAST SLEEVE PRIOR TO ANY FITTINGS. IRRIGATION CONTROL WIRE SHALL a14UF AW6 DIRECT BURIAL N.L. APPROVED), DOLOR LODE ARE PER fANTROU ER A MINIMUM OF THREE SEPARATE SPARE HH JJ PILOT NRES TO THE END OF £AGE MAINLINE. ROUTE SPARE ORES INTO EACH VALVE MANIFOLD LOCATION BUNDLE AND TAPE ALL ARE AND INSTALL ADJACENT TO MNNq.INE, LEAVE SPARE ARE BIDS IN THE LAST VALVE MANIFOLD Box ON THE MMNLIIE. IRRI6ATIO1 COMMON ARE SHALL BE #12UF AW6 DIRECT BURIAL NL APPROVED). 05.500 PRE - FILLED WIRE CONNECTORS, USE ON ALL ARE LONtlEGTI0N5 IN VALVE OR PUN. BOXES ONLY W 5000 SERIES ADd, USED ON ALL SPRINKLERS NTH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY INTEGRAL SPRINKLER HEAD GHEGK VALVE. WA SPRING TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOMPSTREAM OF EACH RCV WHEN RGY IS HIGHER THAN THE SPRINKLER HEADS. WA 5AN16 TYPE CdEGK VALVE, LINE 512£ BY LITERAL LINE, INSTALL DDWPISTREAM OF EACH RGV WHEN RCV IS LONER THAN THE SPRINKLER HEADS. WA BR-4 PRESSURE RE6gUTiN6 VALVE TO 13E INSTALLED ON ALL UTNilPJ. LINES WHERE SPRINKLER HEADS ARE LOCATED AT AN ELEVATION MORE THAN 50' WA LONER THAN THE RCN. SET PRESSURE TO CONTROL PRESSURE DUE TO THIS ELEVATION CHANGE, SIZE PER UIERAL LINE SERVING SYSTEM. INSTALL IN A 10" ROUND VALVE BOX BELOW GRADE. CONTRACTOR TO LOCATE ALL SUCH PRVS IN THE FIELD AND SHOW LOCATIONS ON RECORD DRAWINGS. MANUFACTURED 5Gf.40 O-RING 5NN6 JOINTS. FORYz" SPRAY HEADS USE 7532 -212, FOR %' TURF ROTORS USE T132 -212, FOR I' SPORT ROTORS USE 6132 -412, WA FOR I' QUICK COUPLER VALVES USE 61325 -212 NTH MALE BRASS STABILIZER ELBOW, FOR %q QUICK COUPLER VALVES LASS 611 ATrI MALE BRA55 STABILIZER ELBOW VALVE BOXES, 512E PER EQUIPMENT LEGEND, WITH T-LOVER LIDS AND CAPTIVE BOLT AND LOG- KIT. FOR ROUND DRIP EMITTERS USE MODEL 510,1" £GONG MN NO W TRAFFIC 51TUATION5 ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. U A'XX CONTROLLER /STATION # III GPM VALVE SIZE GENERAL GMP IRRIGATION NOTES I. ALL LOCAL MINIGIPAL AND STATE LAWS RULES AND REGULATIONS 60VERNINkS OR RELATINI6 TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MAD)? A PART OF THESE SPEGIFIGATIOr5 AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR, INCASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAANI65, AND /OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXI5TINI6 UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, 51RUG1URE5 AND SERVICES 514011 N TIC PLANS ARE APPROXIMATE ONLY. ANY DI5GRf9'ANGIE5 BETYEEEN THESE PLANS AND ACTUAL FIELD GONDITION5 SHALL BE REPORTED TO THE OWNERS REPRE5ENTA1IYE. 3. THE GONTRAGTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BE6INNINY6 WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK 5, THE MAINLINE AND 5LEEVIN6 IS DIA6RAMMATIG. ALL PIPING IS FOR DESIGN GLARIFIGATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WERE P095I5L£, AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. b. IRRIGATION EQUIPMENT A5 SHOWN 15 DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE GONIROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS BAIGKFLOWS, AIRNAGUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PUNTING AREAS WHEN FEASIBLE OR AS Al3PROVED BY OWEfR5 REPRESENTATIVE MID THE LANIDSGAPE IRRIGATION DESIGNER 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS NO IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT MERE NOT EVIDENT AT THE TIME THESE PLANS W6R£ PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWaS REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD (,HAJJ6E5 DEEMED NECESSARY BY THE OWER S. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WI1N LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BAGKFLOW RECYCLED G9055 GONINEGTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER 15 TO BE DETERMINED IN THE FIELD BY THE OWNERS AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR 15 TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE O) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIREG11Or5 FROM THY: CONTROLLER. THE ADDITIONAL ARE SHALL BE EXTENDED 10, MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX V. II. ALL PIPE UNDER PAVED THE DIAMETER OF PIPET MATERIAL CONFORMING TYPE I GRADE Z MATER 661i1ffTE A MINIM Of 005TER PUMP. 'LACE 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN 54R11B OR 6ROUtlD DOVER AREAS Y'WERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QWGK COUPLER VALVES ATHIN IB' OF HARDSGAPE. 13. ALL HEADS ARE TO BE INSTALLED WIN THE NO= 5GRM AND ARCS SNOMW ON THE ELMS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS WALLS FENCES AND HARDSGAPE. THIS INCLUDES, BUT NOT LIMITED T0, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, RBjLA6EM6T OF PRE'fURE COMPENSATING, SGREBrS, REPLACEMENT OF NOZZL5 WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES NTH ADJUSTABLE ARC UNITS. WHEN VERTICAL 0)3<i1RUGTI0N5 VERA6EE IRR6AT�CANTRPGN MFIFID ADJISTYTP SPRINKLER 5Y5TB411B1S ALLINbbARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON FAC.H SIDE OF THE OBSTRUCTION 50 AS TO PROVIDE PROPER GOVERA6E. ALL ADJSTM£N15 SHALL BE MADE AT NO ADDITIONAL CAST TO THE OMNER 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE 50 THAT THE SPRINKLER PRC-r..fURE SHOWN ON THY: IRRI6ATION�L£6END. NOT TO EXCEED �IVETI ABOVE THE OVEN OPERATING WIPRE55UFE FROM THE �N6 SPECIFIED PRESSURE CODDLED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF GONNIEGTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE El TME£N THIS WATER PRESSURE INDICATED ON TEE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND 005T5 A550CIATED WITH SAID REYI IONS. Ib. 5HOU1D FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PUNS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND 512E ALL PIPE NOT TO EXCEED A YROGItt OF 5 FB:`f PER SECOND (FPS) IN PVC, PIK/1ND CAST IRON PIPE. FLOW BE MADEAAT�INb �I GIST oT�TH�E CANER. PIPE Sf�Jd. NOT EXCEED A VELOCITY OF 1/2 FPS. ALL ADJUSTMENTS SHALL It ELEGTRIGAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND /OR BOOSTER PUMP SHALL BE PROVIDED UNDB2 THE ELECTRICAL SECTION OF THE SPEGIFIGATION5, IT SHALL BE THE RUPONSIBILItt OF THE IRRIbAT10N CONTRACTOR TO COORDINATE FJ.ECIRICAL SERVICE WITH THE GENERAL GONIRAIGTOR M!D SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND /OR 5 Z J V V Q Q SYMBOL IRRIGATION MATERIAL LEGEND 90 180 210 360 MMIUFACT. MODEL N0. ! DESGRIPfION GPM P51 SPACING DETAIL HUNTER PROSr12- PR530- GV- MIPI000 440,180, 210, 960) .11, 92, .46, b5 30 8 FT AB ® ® ® © HUNTER PR05- I2- PR540- cv- 101Pl000490,160, rto, 360) .n, .3s, .46, .65 40 IO Fr 0 ® ©o no rat HUINTER PROSI2- PF�V- MPI000 490,180, 710, 360) 40 12 FT 0 x115 ww rms raa HUNTER PR05- 12- PR540- GV- 101112000- (90,100, 210, 360) .40, .14,1.10,1.41 40 15 FT AB Q ®I ®I ® HUNTER PR05- 12- PR540- CV- MP2000490,160, 210, 360) .40, .14, 110,1.47 40 20 FT AB ® ® HUNTER PROS- IZ- PR540•GV- MP3000 {90,160, 210, 960) .66, b2,213, 3b4 40 z5 Fr 0 ® ® ® ® HUNTER PRO54PR540- CV41IP3000 490,160, 210, 360) .66, Ib2, z.13, 9b4 40 30 Fr ,4)3 ® HUNTER PROSl2- PR540­CV- MPLL5515{LEFT STRIP) 22 40 5x15 FT Ap ® HUNTER PRO5- I2- PR540- GY- MPHZG5515{RI6HT STRIP) .22 40 5x15 Fr Ap ® HUNTER PROrr12- PR540-GY- MPl05515451DE STRIP) .44 40 5x15 Fr qg , �ppDSCAPF (+') p ttaarsoq 49 o N ALL SHRUB HEADS INSTALLED FAdtTNY92 THAN TEN (10) FEET FROM PAYING, CURDS, SIDEWALKS, STEPS, TURF BOIAIDARIEri OR OTHER i4 www,gmplandarch.com PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER 00 SHRUB ADAPTER NTH THE NOZZLE AS SHOWPL v o 7+Tai n co INSTALL ALL SHRUB HEADS ON 12" POP -UPS EXCEPT A5 NOTED ABOVE. 4125 Sorrento Valley Blvd. enewa , Suite D San Diego � ALL MP ROTATOR HEADS INSTALLED ON RECYCLED WATER 5Y5TB45, PA.G. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMS 4pJ° California 92121 � WATER COVER HUNTER GY-R ALL RI513L5 SEAL. RECENT RECLAIMED WATER STICKER PER SPECIFICATIONS. 43<C Tel 858 558 8877 1✓ OF CA1.� Fax 8585589168 � SCALE Designed By Drawn By Checked By REVIEWED BY: CITY QI' $jvCjjvj'j'AS ENGINEERING SERVICES DEPARTMENT Drawing No. orizontal IRRIGATION 1.16END FOR: 11.1 N/A la repared Under Supervision Of gy; By: ALTO 10900 -G Vertical Date I'S' l3 MASIH MAHER (,i N F►aU(M SAXONY ROAD, PUEBLO STREET 8, QUAIL GARDENS DRIVE Q N/A R.G. No. $503 Date: 3/1q/1 3 Date: CASE N0. 11 -115 TMDBMOD BA DR CDP EIA SHEET 24 OF 51 L0 1— O �n A WA WA ® HUNTER WA WA VEATHER TRAK ® RAIN MASTER/ WA JOHN DEERE ❑E WA MN ® AS APPROVED — I RAIN BIRD — • + RAIN BIRD NO SYMBOL RAIN BIRD ® RAIN BIRD AS APPROVED —RN— AS APPROVED SHALL BE MOM 106,10' ROUND SHALL BE MODEL 910,12' STANDARD REGT. SEAL. BE MODEL 1419,12' J1MB0 BELT. SHALL BE MODEL 1220, 9M JUMBO SHALL BE MODEL 1324, AND SUPER J1hB0 JY. SHALL BE MODEL 1130. VALVE BOXES SHNdJ. HAVE BUCK HOPE BODY AND PURPLE !VIOLET LIDS FOR REYGYCLED WATER SYSTEMS. FOR USE IN NON -VEHICULAR SYMBOL A5 APPROVED NO SYMBOL SPEARS NOT SWAN YALGON � KBI N KBI NOT SHOWN WILKINS NO SYMBOL CARSON d Date REFERENCES Date CITY OF ENCINITAS BENCH MARK PT. N0. 1026 (ENO -26) OF CITY OF ENCINITAS �'/ SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC _ IN SW COR OF DRAIN INLET AT W SIDE OF PARKING . LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELY.= 175.189' (NAVD'88) IRRIGATION MATERIAL LEGEND (RECYCLED WATER) MODEL NO. / DESCRIPTION DETAIL IRRIGATION WATER METER (5IE NOTES FOR DE516NA1ION AND SIZES). VERIFY AGIUAL LOCATION, SIZE, AND WATER PRESSURE IN THE FIELD PRIOR TO WA GOMM�1rCIN16 WORK AND PURGHA51N6 EQUIPMENT. MODEL 1715 WE STRAINER, WITH 304 STAINLESS STEEL 20 MESH PERFORATED SCREEN, INSTALL WITHIN JUMBO 80X. WA MODEL 600 DECK VALVE INSTALLED ATHIN JUMBO BOX WA 500 -HLR SERIES PRESSURE REDUCING VALVE WITH 10 TO 125 PSI SPRING RANGE, 51g AND PRESSURE SETTING AS NOTED. WA GROSS CONNECTION TEST STATION PER SAN DIEGUITO WATER DISTRICT STANDARDS AT EACH METER (5g DETAIL W115 MR-04 THIS 5FET) AR-04 IBV- 1516-R SERIES BRAGS MASTER CONTROL VALVE. NOSIER VALVE SHALL 13E INSTALLED IN A 'J1h®0' S11FD PURPLE VALVE BOX MYTH LOCKING COVER AND 6 MGV' HEAT BRANDED ON DOVER IR -220 PVC FLOW SENSOR, ARE TO CONTROLLER U51NIG P7111D GABLE IN I" CONDUIT, INSTALL PER MANUFACTURERS RECOMMENDATIONS. MULTIPLE FLOW V 9560R5 REQUIRE SEPARATE CONDUIT RUNS. LOCATION OF RECYCLED WATER'DO NOT DRINK" SIGN PER SAN DIE6UIT0 WATER DISTRICT STANDARDS. WA £2010 -HG FERTILIZATION UNIT WITH COUPLING CONNECTION PER MAINLINE 511E, INSTALL PER MANJFAGTURER5 RECOMMENDATIONS IN CARSON sh130 -24 SUPER WA JJMY30 REGTAN6ULAR XL VALVE BOX CONTRACTOR TO FILL TANK WITH #6R4 102050 AT BE6INNINIG OF PLANT INSTALLATION AND SHALL PROVIDE A FULL TANK UPON MAINTENANCE TURNOVER. BLOCKED TRUE UNION BALL VALVE, LINE SIZE, THREADED TWOfIEGE BODY. VALVE BOX ATH PURPLE LID, HEAT BRAND LID WITH "BV'. F 1645 RECYCLED WATER QUICK COUPLER VALVE, INSTALLED IN 10" ROUND VALVE BOX NTH LOCKING PURPLE DOVER AND 'QGY' HEAT BRANDED ON DOVER. I )C INSTALL QCV ON A II/2" STUB-OUT OFF MAINLINE. EACH QGV SHALL BE ISOLATED FROM THE MAINLINE BY A 11/2' BALI. VALVE AND INSTALLED AT 200 Of,. PER cltt REf4lIREhENT5. USE 1646 QGVS NTH ACME THREADS AND LOOKING PURPLE BLUBBER DOVER ICY- 1016 -A" SERIES PLASTID PRESSURE REGULATING CONTROL VALVE, 512E AS SHOWN, INSTALL ONE VALVE MR STD. REEL VALVE BOX WITH LOCKING H PURPLE COYER AND RGV' HEAT BRANDED ON DOVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE LINE SIZE. IGZ -101 OR IGV -151 DRIP SERIES PRESSURE RE6UATINI6 CONTROL VALVE, 512E AS SHOWN, INSTALL ONE VALVE PER JUhY90 RECT. VALVE BOX NTH LOOKING, Y PURPLE COVER AND RGV' HEAT BRANDED ON DOVER VALVES SHALL BE INSTALLED IN MANIFOLD5150UTED FROM THE MAINLINE BY A BALL VALVE LINE 512£. IRRIGATION CONTROLLER IN STAINU.E55 STEEL EN.NL05URE, AT PRO 25•L-48-5PT- WT- MRS- GIM -2YA, BEN SLICK 408- 961 -3616. CNONTROLI.ER SHALL HAVE A U DESIGNATED REGTANGU.AR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT ITS TO COORDINATE PURCHASE AND INSTALLATION. IGHNTRAL AR8.E55 WITH RAIN SENSOR, MOUNT TO ENCLOSURE! AND ARE TO CONTROLLER WA 120 VOLT, 5Yi61E PHNSE, 60 H17 ELECTRICAL POWER, PROVDED BY ii6G1RICIAN VERIFY AGNAL LOCATION IN FIELD WA PULL BOXBi FOR ARE 5PLI6SS 5NbVJ. BE LOCATED APPROXIMATELY 500' O.G, AND AT THE ENDS OF ALL SLEEVES UNDER PAYING. PULL BOXES SHALL BE 10' X R01)HD ATH LOCKING LID XFD•Ob -12 DRIP 1U31N6 MU b 6Ptf EMITTERS 12" ON G£rl'IER, INSTALL TUBING ROWS A MAXIMANI OF 16' APART IN PLANiIN6 AREAS. ALL 'NBIN6 SEAL. BE AA,BB,GGpD INSTALLED 4" BH.OWI MULCH GRADE W/ 9 °WIRE STAKES FIVE (5) fl3T ON ( ENTER; VERIFY THE LAYOUT AND SEALING IN THE FIELD PRIOR TO 5TARTINIG WORK MbGF FITTINGS FOR CONNECTION BETWEEN PVC LATERAL HEADER LINES AND IX21P TUBING AA=GG,DD ALL CONNECTIONS BETWEEN DRIP TIIBINI6 SHALL BE MADE LASING MIDGE FITTINGS AA,BB,GG,DD PROVIDE A MDGFGAP FLUSH GAP AT END OF DRIP DISCHARGE HEAR LASING MDGF FITTING, INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT z EACH END OF THE TUBING RUNS IN EACH DIRECTION, INSTALL b' FROM PAVING PVG SOLVENT MELD LATERAL PIPE WITH 5GH.40 fITTIN65, 9/4" -V4' SOH. 40,2"-:$21" CLAY 200, DEPTH A5 PER DETAIL ON ALL RECYCLED HATER SYSTEMS USE HH,JJ DOLOR CADID PURPLE RECYCLED WATER PIPE FYG PIPE MAINLINES, DEEM AS PER DETAIL, lei" C SMALLER SHALL BE SOLVENT VELD 5GH.40 NTH 5CH.40 SOLVENT MELD FITTINGS, 2 ° -3' SHALL BE SOLVENT HH,JJ WELD GL 315 NTH 5GH.60 SOLVENT WELD FITTINGS, 2V2' -3' FITTINGS SHALL BE THRUST BLOCKED, 4' AND LARGER SHALL BE GL 200 6A5KEi JOINT WITH LffMGO DUCTILE IRON FITTINGS AND JOINT RESTRAINT. ON ALL RECYCLED WAl£R SYSTEMS USE DOLOR CODED PURPLE RECYCLED WATER PIPE. PURPLE RECYCLED WATER PVC, PIPE AS SLEEVIN6, GL. 315 TALE THE DIAMETER OF PIPE OR ARE liM'TUI.E GAMED PLACE BELOW ALL PAVING, HPJ2D5GAPE, H}{„1J ETC, AND AS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE EXTEND ALL SLEEVES IT MINIMUM PAST HAROSGAPE ED6E5, MARK HOROSCOPE GJR85 WITH 'IS' IN 2" HIbH LITERS FOR LOGA1I0N(5) EXTEND ALL PIPE Ib' PAST SLEEVE PRIOR TO ANY FITTINGS. IRRIGATION CONTROL WIRE SHALL a14UF AW6 DIRECT BURIAL N.L. APPROVED), DOLOR LODE ARE PER fANTROU ER A MINIMUM OF THREE SEPARATE SPARE HH JJ PILOT NRES TO THE END OF £AGE MAINLINE. ROUTE SPARE ORES INTO EACH VALVE MANIFOLD LOCATION BUNDLE AND TAPE ALL ARE AND INSTALL ADJACENT TO MNNq.INE, LEAVE SPARE ARE BIDS IN THE LAST VALVE MANIFOLD Box ON THE MMNLIIE. IRRI6ATIO1 COMMON ARE SHALL BE #12UF AW6 DIRECT BURIAL NL APPROVED). 05.500 PRE - FILLED WIRE CONNECTORS, USE ON ALL ARE LONtlEGTI0N5 IN VALVE OR PUN. BOXES ONLY W 5000 SERIES ADd, USED ON ALL SPRINKLERS NTH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY INTEGRAL SPRINKLER HEAD GHEGK VALVE. WA SPRING TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOMPSTREAM OF EACH RCV WHEN RGY IS HIGHER THAN THE SPRINKLER HEADS. WA 5AN16 TYPE CdEGK VALVE, LINE 512£ BY LITERAL LINE, INSTALL DDWPISTREAM OF EACH RGV WHEN RCV IS LONER THAN THE SPRINKLER HEADS. WA BR-4 PRESSURE RE6gUTiN6 VALVE TO 13E INSTALLED ON ALL UTNilPJ. LINES WHERE SPRINKLER HEADS ARE LOCATED AT AN ELEVATION MORE THAN 50' WA LONER THAN THE RCN. SET PRESSURE TO CONTROL PRESSURE DUE TO THIS ELEVATION CHANGE, SIZE PER UIERAL LINE SERVING SYSTEM. INSTALL IN A 10" ROUND VALVE BOX BELOW GRADE. CONTRACTOR TO LOCATE ALL SUCH PRVS IN THE FIELD AND SHOW LOCATIONS ON RECORD DRAWINGS. MANUFACTURED 5Gf.40 O-RING 5NN6 JOINTS. FORYz" SPRAY HEADS USE 7532 -212, FOR %' TURF ROTORS USE T132 -212, FOR I' SPORT ROTORS USE 6132 -412, WA FOR I' QUICK COUPLER VALVES USE 61325 -212 NTH MALE BRASS STABILIZER ELBOW, FOR %q QUICK COUPLER VALVES LASS 611 ATrI MALE BRA55 STABILIZER ELBOW VALVE BOXES, 512E PER EQUIPMENT LEGEND, WITH T-LOVER LIDS AND CAPTIVE BOLT AND LOG- KIT. FOR ROUND DRIP EMITTERS USE MODEL 510,1" £GONG MN NO W TRAFFIC 51TUATION5 ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. U A'XX CONTROLLER /STATION # III GPM VALVE SIZE GENERAL GMP IRRIGATION NOTES I. ALL LOCAL MINIGIPAL AND STATE LAWS RULES AND REGULATIONS 60VERNINkS OR RELATINI6 TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MAD)? A PART OF THESE SPEGIFIGATIOr5 AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR, INCASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAANI65, AND /OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXI5TINI6 UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, 51RUG1URE5 AND SERVICES 514011 N TIC PLANS ARE APPROXIMATE ONLY. ANY DI5GRf9'ANGIE5 BETYEEEN THESE PLANS AND ACTUAL FIELD GONDITION5 SHALL BE REPORTED TO THE OWNERS REPRE5ENTA1IYE. 3. THE GONTRAGTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BE6INNINY6 WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK 5, THE MAINLINE AND 5LEEVIN6 IS DIA6RAMMATIG. ALL PIPING IS FOR DESIGN GLARIFIGATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WERE P095I5L£, AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. b. IRRIGATION EQUIPMENT A5 SHOWN 15 DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE GONIROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS BAIGKFLOWS, AIRNAGUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PUNTING AREAS WHEN FEASIBLE OR AS Al3PROVED BY OWEfR5 REPRESENTATIVE MID THE LANIDSGAPE IRRIGATION DESIGNER 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS NO IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT MERE NOT EVIDENT AT THE TIME THESE PLANS W6R£ PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWaS REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD (,HAJJ6E5 DEEMED NECESSARY BY THE OWER S. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WI1N LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BAGKFLOW RECYCLED G9055 GONINEGTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER 15 TO BE DETERMINED IN THE FIELD BY THE OWNERS AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR 15 TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE O) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIREG11Or5 FROM THY: CONTROLLER. THE ADDITIONAL ARE SHALL BE EXTENDED 10, MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX V. II. ALL PIPE UNDER PAVED THE DIAMETER OF PIPET MATERIAL CONFORMING TYPE I GRADE Z MATER 661i1ffTE A MINIM Of 005TER PUMP. 'LACE 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN 54R11B OR 6ROUtlD DOVER AREAS Y'WERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QWGK COUPLER VALVES ATHIN IB' OF HARDSGAPE. 13. ALL HEADS ARE TO BE INSTALLED WIN THE NO= 5GRM AND ARCS SNOMW ON THE ELMS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS WALLS FENCES AND HARDSGAPE. THIS INCLUDES, BUT NOT LIMITED T0, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, RBjLA6EM6T OF PRE'fURE COMPENSATING, SGREBrS, REPLACEMENT OF NOZZL5 WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES NTH ADJUSTABLE ARC UNITS. WHEN VERTICAL 0)3<i1RUGTI0N5 VERA6EE IRR6AT�CANTRPGN MFIFID ADJISTYTP SPRINKLER 5Y5TB411B1S ALLINbbARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON FAC.H SIDE OF THE OBSTRUCTION 50 AS TO PROVIDE PROPER GOVERA6E. ALL ADJSTM£N15 SHALL BE MADE AT NO ADDITIONAL CAST TO THE OMNER 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE 50 THAT THE SPRINKLER PRC-r..fURE SHOWN ON THY: IRRI6ATION�L£6END. NOT TO EXCEED �IVETI ABOVE THE OVEN OPERATING WIPRE55UFE FROM THE �N6 SPECIFIED PRESSURE CODDLED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF GONNIEGTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE El TME£N THIS WATER PRESSURE INDICATED ON TEE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND 005T5 A550CIATED WITH SAID REYI IONS. Ib. 5HOU1D FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PUNS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND 512E ALL PIPE NOT TO EXCEED A YROGItt OF 5 FB:`f PER SECOND (FPS) IN PVC, PIK/1ND CAST IRON PIPE. FLOW BE MADEAAT�INb �I GIST oT�TH�E CANER. PIPE Sf�Jd. NOT EXCEED A VELOCITY OF 1/2 FPS. ALL ADJUSTMENTS SHALL It ELEGTRIGAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND /OR BOOSTER PUMP SHALL BE PROVIDED UNDB2 THE ELECTRICAL SECTION OF THE SPEGIFIGATION5, IT SHALL BE THE RUPONSIBILItt OF THE IRRIbAT10N CONTRACTOR TO COORDINATE FJ.ECIRICAL SERVICE WITH THE GENERAL GONIRAIGTOR M!D SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND /OR 5 Z J V V Q Q SYMBOL IRRIGATION MATERIAL LEGEND 90 180 210 360 MMIUFACT. MODEL N0. ! DESGRIPfION GPM P51 SPACING DETAIL HUNTER PROSr12- PR530- GV- MIPI000 440,180, 210, 960) .11, 92, .46, b5 30 8 FT AB ® ® ® © HUNTER PR05- I2- PR540- cv- 101Pl000490,160, rto, 360) .n, .3s, .46, .65 40 IO Fr 0 ® ©o no rat HUINTER PROSI2- PF�V- MPI000 490,180, 710, 360) 40 12 FT 0 x115 ww rms raa HUNTER PR05- 12- PR540- GV- 101112000- (90,100, 210, 360) .40, .14,1.10,1.41 40 15 FT AB Q ®I ®I ® HUNTER PR05- 12- PR540- CV- MP2000490,160, 210, 360) .40, .14, 110,1.47 40 20 FT AB ® ® HUNTER PROS- IZ- PR540•GV- MP3000 {90,160, 210, 960) .66, b2,213, 3b4 40 z5 Fr 0 ® ® ® ® HUNTER PRO54PR540- CV41IP3000 490,160, 210, 360) .66, Ib2, z.13, 9b4 40 30 Fr ,4)3 ® HUNTER PROSl2- PR540­CV- MPLL5515{LEFT STRIP) 22 40 5x15 FT Ap ® HUNTER PRO5- I2- PR540- GY- MPHZG5515{RI6HT STRIP) .22 40 5x15 Fr Ap ® HUNTER PROrr12- PR540-GY- MPl05515451DE STRIP) .44 40 5x15 Fr qg , �ppDSCAPF (+') p ttaarsoq 49 o N ALL SHRUB HEADS INSTALLED FAdtTNY92 THAN TEN (10) FEET FROM PAYING, CURDS, SIDEWALKS, STEPS, TURF BOIAIDARIEri OR OTHER i4 www,gmplandarch.com PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER 00 SHRUB ADAPTER NTH THE NOZZLE AS SHOWPL v o 7+Tai n co INSTALL ALL SHRUB HEADS ON 12" POP -UPS EXCEPT A5 NOTED ABOVE. 4125 Sorrento Valley Blvd. enewa , Suite D San Diego � ALL MP ROTATOR HEADS INSTALLED ON RECYCLED WATER 5Y5TB45, PA.G. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMS 4pJ° California 92121 � WATER COVER HUNTER GY-R ALL RI513L5 SEAL. RECENT RECLAIMED WATER STICKER PER SPECIFICATIONS. 43<C Tel 858 558 8877 1✓ OF CA1.� Fax 8585589168 � SCALE Designed By Drawn By Checked By REVIEWED BY: CITY QI' $jvCjjvj'j'AS ENGINEERING SERVICES DEPARTMENT Drawing No. orizontal IRRIGATION 1.16END FOR: 11.1 N/A la repared Under Supervision Of gy; By: ALTO 10900 -G Vertical Date I'S' l3 MASIH MAHER (,i N F►aU(M SAXONY ROAD, PUEBLO STREET 8, QUAIL GARDENS DRIVE Q N/A R.G. No. $503 Date: 3/1q/1 3 Date: CASE N0. 11 -115 TMDBMOD BA DR CDP EIA SHEET 24 OF 51 L0 1— O �n A SHALL BE MOM 106,10' ROUND SHALL BE MODEL 910,12' STANDARD REGT. SEAL. BE MODEL 1419,12' J1MB0 BELT. SHALL BE MODEL 1220, 9M JUMBO SHALL BE MODEL 1324, AND SUPER J1hB0 JY. SHALL BE MODEL 1130. VALVE BOXES SHNdJ. HAVE BUCK HOPE BODY AND PURPLE !VIOLET LIDS FOR REYGYCLED WATER SYSTEMS. FOR USE IN NON -VEHICULAR SYMBOL A5 APPROVED NO SYMBOL SPEARS NOT SWAN YALGON � KBI N KBI NOT SHOWN WILKINS NO SYMBOL CARSON d Date REFERENCES Date CITY OF ENCINITAS BENCH MARK PT. N0. 1026 (ENO -26) OF CITY OF ENCINITAS �'/ SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC _ IN SW COR OF DRAIN INLET AT W SIDE OF PARKING . LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELY.= 175.189' (NAVD'88) IRRIGATION MATERIAL LEGEND (RECYCLED WATER) MODEL NO. / DESCRIPTION DETAIL IRRIGATION WATER METER (5IE NOTES FOR DE516NA1ION AND SIZES). VERIFY AGIUAL LOCATION, SIZE, AND WATER PRESSURE IN THE FIELD PRIOR TO WA GOMM�1rCIN16 WORK AND PURGHA51N6 EQUIPMENT. MODEL 1715 WE STRAINER, WITH 304 STAINLESS STEEL 20 MESH PERFORATED SCREEN, INSTALL WITHIN JUMBO 80X. WA MODEL 600 DECK VALVE INSTALLED ATHIN JUMBO BOX WA 500 -HLR SERIES PRESSURE REDUCING VALVE WITH 10 TO 125 PSI SPRING RANGE, 51g AND PRESSURE SETTING AS NOTED. WA GROSS CONNECTION TEST STATION PER SAN DIEGUITO WATER DISTRICT STANDARDS AT EACH METER (5g DETAIL W115 MR-04 THIS 5FET) AR-04 IBV- 1516-R SERIES BRAGS MASTER CONTROL VALVE. NOSIER VALVE SHALL 13E INSTALLED IN A 'J1h®0' S11FD PURPLE VALVE BOX MYTH LOCKING COVER AND 6 MGV' HEAT BRANDED ON DOVER IR -220 PVC FLOW SENSOR, ARE TO CONTROLLER U51NIG P7111D GABLE IN I" CONDUIT, INSTALL PER MANUFACTURERS RECOMMENDATIONS. MULTIPLE FLOW V 9560R5 REQUIRE SEPARATE CONDUIT RUNS. LOCATION OF RECYCLED WATER'DO NOT DRINK" SIGN PER SAN DIE6UIT0 WATER DISTRICT STANDARDS. WA £2010 -HG FERTILIZATION UNIT WITH COUPLING CONNECTION PER MAINLINE 511E, INSTALL PER MANJFAGTURER5 RECOMMENDATIONS IN CARSON sh130 -24 SUPER WA JJMY30 REGTAN6ULAR XL VALVE BOX CONTRACTOR TO FILL TANK WITH #6R4 102050 AT BE6INNINIG OF PLANT INSTALLATION AND SHALL PROVIDE A FULL TANK UPON MAINTENANCE TURNOVER. BLOCKED TRUE UNION BALL VALVE, LINE SIZE, THREADED TWOfIEGE BODY. VALVE BOX ATH PURPLE LID, HEAT BRAND LID WITH "BV'. F 1645 RECYCLED WATER QUICK COUPLER VALVE, INSTALLED IN 10" ROUND VALVE BOX NTH LOCKING PURPLE DOVER AND 'QGY' HEAT BRANDED ON DOVER. I )C INSTALL QCV ON A II/2" STUB-OUT OFF MAINLINE. EACH QGV SHALL BE ISOLATED FROM THE MAINLINE BY A 11/2' BALI. VALVE AND INSTALLED AT 200 Of,. PER cltt REf4lIREhENT5. USE 1646 QGVS NTH ACME THREADS AND LOOKING PURPLE BLUBBER DOVER ICY- 1016 -A" SERIES PLASTID PRESSURE REGULATING CONTROL VALVE, 512E AS SHOWN, INSTALL ONE VALVE MR STD. REEL VALVE BOX WITH LOCKING H PURPLE COYER AND RGV' HEAT BRANDED ON DOVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE LINE SIZE. IGZ -101 OR IGV -151 DRIP SERIES PRESSURE RE6UATINI6 CONTROL VALVE, 512E AS SHOWN, INSTALL ONE VALVE PER JUhY90 RECT. VALVE BOX NTH LOOKING, Y PURPLE COVER AND RGV' HEAT BRANDED ON DOVER VALVES SHALL BE INSTALLED IN MANIFOLD5150UTED FROM THE MAINLINE BY A BALL VALVE LINE 512£. IRRIGATION CONTROLLER IN STAINU.E55 STEEL EN.NL05URE, AT PRO 25•L-48-5PT- WT- MRS- GIM -2YA, BEN SLICK 408- 961 -3616. CNONTROLI.ER SHALL HAVE A U DESIGNATED REGTANGU.AR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT ITS TO COORDINATE PURCHASE AND INSTALLATION. IGHNTRAL AR8.E55 WITH RAIN SENSOR, MOUNT TO ENCLOSURE! AND ARE TO CONTROLLER WA 120 VOLT, 5Yi61E PHNSE, 60 H17 ELECTRICAL POWER, PROVDED BY ii6G1RICIAN VERIFY AGNAL LOCATION IN FIELD WA PULL BOXBi FOR ARE 5PLI6SS 5NbVJ. BE LOCATED APPROXIMATELY 500' O.G, AND AT THE ENDS OF ALL SLEEVES UNDER PAYING. PULL BOXES SHALL BE 10' X R01)HD ATH LOCKING LID XFD•Ob -12 DRIP 1U31N6 MU b 6Ptf EMITTERS 12" ON G£rl'IER, INSTALL TUBING ROWS A MAXIMANI OF 16' APART IN PLANiIN6 AREAS. ALL 'NBIN6 SEAL. BE AA,BB,GGpD INSTALLED 4" BH.OWI MULCH GRADE W/ 9 °WIRE STAKES FIVE (5) fl3T ON ( ENTER; VERIFY THE LAYOUT AND SEALING IN THE FIELD PRIOR TO 5TARTINIG WORK MbGF FITTINGS FOR CONNECTION BETWEEN PVC LATERAL HEADER LINES AND IX21P TUBING AA=GG,DD ALL CONNECTIONS BETWEEN DRIP TIIBINI6 SHALL BE MADE LASING MIDGE FITTINGS AA,BB,GG,DD PROVIDE A MDGFGAP FLUSH GAP AT END OF DRIP DISCHARGE HEAR LASING MDGF FITTING, INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT z EACH END OF THE TUBING RUNS IN EACH DIRECTION, INSTALL b' FROM PAVING PVG SOLVENT MELD LATERAL PIPE WITH 5GH.40 fITTIN65, 9/4" -V4' SOH. 40,2"-:$21" CLAY 200, DEPTH A5 PER DETAIL ON ALL RECYCLED HATER SYSTEMS USE HH,JJ DOLOR CADID PURPLE RECYCLED WATER PIPE FYG PIPE MAINLINES, DEEM AS PER DETAIL, lei" C SMALLER SHALL BE SOLVENT VELD 5GH.40 NTH 5CH.40 SOLVENT MELD FITTINGS, 2 ° -3' SHALL BE SOLVENT HH,JJ WELD GL 315 NTH 5GH.60 SOLVENT WELD FITTINGS, 2V2' -3' FITTINGS SHALL BE THRUST BLOCKED, 4' AND LARGER SHALL BE GL 200 6A5KEi JOINT WITH LffMGO DUCTILE IRON FITTINGS AND JOINT RESTRAINT. ON ALL RECYCLED WAl£R SYSTEMS USE DOLOR CODED PURPLE RECYCLED WATER PIPE. PURPLE RECYCLED WATER PVC, PIPE AS SLEEVIN6, GL. 315 TALE THE DIAMETER OF PIPE OR ARE liM'TUI.E GAMED PLACE BELOW ALL PAVING, HPJ2D5GAPE, H}{„1J ETC, AND AS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE EXTEND ALL SLEEVES IT MINIMUM PAST HAROSGAPE ED6E5, MARK HOROSCOPE GJR85 WITH 'IS' IN 2" HIbH LITERS FOR LOGA1I0N(5) EXTEND ALL PIPE Ib' PAST SLEEVE PRIOR TO ANY FITTINGS. IRRIGATION CONTROL WIRE SHALL a14UF AW6 DIRECT BURIAL N.L. APPROVED), DOLOR LODE ARE PER fANTROU ER A MINIMUM OF THREE SEPARATE SPARE HH JJ PILOT NRES TO THE END OF £AGE MAINLINE. ROUTE SPARE ORES INTO EACH VALVE MANIFOLD LOCATION BUNDLE AND TAPE ALL ARE AND INSTALL ADJACENT TO MNNq.INE, LEAVE SPARE ARE BIDS IN THE LAST VALVE MANIFOLD Box ON THE MMNLIIE. IRRI6ATIO1 COMMON ARE SHALL BE #12UF AW6 DIRECT BURIAL NL APPROVED). 05.500 PRE - FILLED WIRE CONNECTORS, USE ON ALL ARE LONtlEGTI0N5 IN VALVE OR PUN. BOXES ONLY W 5000 SERIES ADd, USED ON ALL SPRINKLERS NTH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY INTEGRAL SPRINKLER HEAD GHEGK VALVE. WA SPRING TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOMPSTREAM OF EACH RCV WHEN RGY IS HIGHER THAN THE SPRINKLER HEADS. WA 5AN16 TYPE CdEGK VALVE, LINE 512£ BY LITERAL LINE, INSTALL DDWPISTREAM OF EACH RGV WHEN RCV IS LONER THAN THE SPRINKLER HEADS. WA BR-4 PRESSURE RE6gUTiN6 VALVE TO 13E INSTALLED ON ALL UTNilPJ. LINES WHERE SPRINKLER HEADS ARE LOCATED AT AN ELEVATION MORE THAN 50' WA LONER THAN THE RCN. SET PRESSURE TO CONTROL PRESSURE DUE TO THIS ELEVATION CHANGE, SIZE PER UIERAL LINE SERVING SYSTEM. INSTALL IN A 10" ROUND VALVE BOX BELOW GRADE. CONTRACTOR TO LOCATE ALL SUCH PRVS IN THE FIELD AND SHOW LOCATIONS ON RECORD DRAWINGS. MANUFACTURED 5Gf.40 O-RING 5NN6 JOINTS. FORYz" SPRAY HEADS USE 7532 -212, FOR %' TURF ROTORS USE T132 -212, FOR I' SPORT ROTORS USE 6132 -412, WA FOR I' QUICK COUPLER VALVES USE 61325 -212 NTH MALE BRASS STABILIZER ELBOW, FOR %q QUICK COUPLER VALVES LASS 611 ATrI MALE BRA55 STABILIZER ELBOW VALVE BOXES, 512E PER EQUIPMENT LEGEND, WITH T-LOVER LIDS AND CAPTIVE BOLT AND LOG- KIT. FOR ROUND DRIP EMITTERS USE MODEL 510,1" £GONG MN NO W TRAFFIC 51TUATION5 ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. U A'XX CONTROLLER /STATION # III GPM VALVE SIZE GENERAL GMP IRRIGATION NOTES I. ALL LOCAL MINIGIPAL AND STATE LAWS RULES AND REGULATIONS 60VERNINkS OR RELATINI6 TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MAD)? A PART OF THESE SPEGIFIGATIOr5 AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR, INCASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAANI65, AND /OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXI5TINI6 UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, 51RUG1URE5 AND SERVICES 514011 N TIC PLANS ARE APPROXIMATE ONLY. ANY DI5GRf9'ANGIE5 BETYEEEN THESE PLANS AND ACTUAL FIELD GONDITION5 SHALL BE REPORTED TO THE OWNERS REPRE5ENTA1IYE. 3. THE GONTRAGTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BE6INNINY6 WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK 5, THE MAINLINE AND 5LEEVIN6 IS DIA6RAMMATIG. ALL PIPING IS FOR DESIGN GLARIFIGATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WERE P095I5L£, AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. b. IRRIGATION EQUIPMENT A5 SHOWN 15 DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE GONIROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS BAIGKFLOWS, AIRNAGUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PUNTING AREAS WHEN FEASIBLE OR AS Al3PROVED BY OWEfR5 REPRESENTATIVE MID THE LANIDSGAPE IRRIGATION DESIGNER 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS NO IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT MERE NOT EVIDENT AT THE TIME THESE PLANS W6R£ PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWaS REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD (,HAJJ6E5 DEEMED NECESSARY BY THE OWER S. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WI1N LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BAGKFLOW RECYCLED G9055 GONINEGTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER 15 TO BE DETERMINED IN THE FIELD BY THE OWNERS AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR 15 TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE O) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIREG11Or5 FROM THY: CONTROLLER. THE ADDITIONAL ARE SHALL BE EXTENDED 10, MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX V. II. ALL PIPE UNDER PAVED THE DIAMETER OF PIPET MATERIAL CONFORMING TYPE I GRADE Z MATER 661i1ffTE A MINIM Of 005TER PUMP. 'LACE 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN 54R11B OR 6ROUtlD DOVER AREAS Y'WERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QWGK COUPLER VALVES ATHIN IB' OF HARDSGAPE. 13. ALL HEADS ARE TO BE INSTALLED WIN THE NO= 5GRM AND ARCS SNOMW ON THE ELMS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS WALLS FENCES AND HARDSGAPE. THIS INCLUDES, BUT NOT LIMITED T0, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, RBjLA6EM6T OF PRE'fURE COMPENSATING, SGREBrS, REPLACEMENT OF NOZZL5 WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES NTH ADJUSTABLE ARC UNITS. WHEN VERTICAL 0)3<i1RUGTI0N5 VERA6EE IRR6AT�CANTRPGN MFIFID ADJISTYTP SPRINKLER 5Y5TB411B1S ALLINbbARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON FAC.H SIDE OF THE OBSTRUCTION 50 AS TO PROVIDE PROPER GOVERA6E. ALL ADJSTM£N15 SHALL BE MADE AT NO ADDITIONAL CAST TO THE OMNER 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE 50 THAT THE SPRINKLER PRC-r..fURE SHOWN ON THY: IRRI6ATION�L£6END. NOT TO EXCEED �IVETI ABOVE THE OVEN OPERATING WIPRE55UFE FROM THE �N6 SPECIFIED PRESSURE CODDLED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF GONNIEGTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE El TME£N THIS WATER PRESSURE INDICATED ON TEE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND 005T5 A550CIATED WITH SAID REYI IONS. Ib. 5HOU1D FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PUNS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND 512E ALL PIPE NOT TO EXCEED A YROGItt OF 5 FB:`f PER SECOND (FPS) IN PVC, PIK/1ND CAST IRON PIPE. FLOW BE MADEAAT�INb �I GIST oT�TH�E CANER. PIPE Sf�Jd. NOT EXCEED A VELOCITY OF 1/2 FPS. ALL ADJUSTMENTS SHALL It ELEGTRIGAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND /OR BOOSTER PUMP SHALL BE PROVIDED UNDB2 THE ELECTRICAL SECTION OF THE SPEGIFIGATION5, IT SHALL BE THE RUPONSIBILItt OF THE IRRIbAT10N CONTRACTOR TO COORDINATE FJ.ECIRICAL SERVICE WITH THE GENERAL GONIRAIGTOR M!D SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND /OR 5 Z J V V Q Q SYMBOL IRRIGATION MATERIAL LEGEND 90 180 210 360 MMIUFACT. MODEL N0. ! DESGRIPfION GPM P51 SPACING DETAIL HUNTER PROSr12- PR530- GV- MIPI000 440,180, 210, 960) .11, 92, .46, b5 30 8 FT AB ® ® ® © HUNTER PR05- I2- PR540- cv- 101Pl000490,160, rto, 360) .n, .3s, .46, .65 40 IO Fr 0 ® ©o no rat HUINTER PROSI2- PF�V- MPI000 490,180, 710, 360) 40 12 FT 0 x115 ww rms raa HUNTER PR05- 12- PR540- GV- 101112000- (90,100, 210, 360) .40, .14,1.10,1.41 40 15 FT AB Q ®I ®I ® HUNTER PR05- 12- PR540- CV- MP2000490,160, 210, 360) .40, .14, 110,1.47 40 20 FT AB ® ® HUNTER PROS- IZ- PR540•GV- MP3000 {90,160, 210, 960) .66, b2,213, 3b4 40 z5 Fr 0 ® ® ® ® HUNTER PRO54PR540- CV41IP3000 490,160, 210, 360) .66, Ib2, z.13, 9b4 40 30 Fr ,4)3 ® HUNTER PROSl2- PR540­CV- MPLL5515{LEFT STRIP) 22 40 5x15 FT Ap ® HUNTER PRO5- I2- PR540- GY- MPHZG5515{RI6HT STRIP) .22 40 5x15 Fr Ap ® HUNTER PROrr12- PR540-GY- MPl05515451DE STRIP) .44 40 5x15 Fr qg , �ppDSCAPF (+') p ttaarsoq 49 o N ALL SHRUB HEADS INSTALLED FAdtTNY92 THAN TEN (10) FEET FROM PAYING, CURDS, SIDEWALKS, STEPS, TURF BOIAIDARIEri OR OTHER i4 www,gmplandarch.com PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER 00 SHRUB ADAPTER NTH THE NOZZLE AS SHOWPL v o 7+Tai n co INSTALL ALL SHRUB HEADS ON 12" POP -UPS EXCEPT A5 NOTED ABOVE. 4125 Sorrento Valley Blvd. enewa , Suite D San Diego � ALL MP ROTATOR HEADS INSTALLED ON RECYCLED WATER 5Y5TB45, PA.G. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMS 4pJ° California 92121 � WATER COVER HUNTER GY-R ALL RI513L5 SEAL. RECENT RECLAIMED WATER STICKER PER SPECIFICATIONS. 43<C Tel 858 558 8877 1✓ OF CA1.� Fax 8585589168 � SCALE Designed By Drawn By Checked By REVIEWED BY: CITY QI' $jvCjjvj'j'AS ENGINEERING SERVICES DEPARTMENT Drawing No. orizontal IRRIGATION 1.16END FOR: 11.1 N/A la repared Under Supervision Of gy; By: ALTO 10900 -G Vertical Date I'S' l3 MASIH MAHER (,i N F►aU(M SAXONY ROAD, PUEBLO STREET 8, QUAIL GARDENS DRIVE Q N/A R.G. No. $503 Date: 3/1q/1 3 Date: CASE N0. 11 -115 TMDBMOD BA DR CDP EIA SHEET 24 OF 51 L0 1— O �n A W TRAFFIC 51TUATION5 ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. U A'XX CONTROLLER /STATION # III GPM VALVE SIZE GENERAL GMP IRRIGATION NOTES I. ALL LOCAL MINIGIPAL AND STATE LAWS RULES AND REGULATIONS 60VERNINkS OR RELATINI6 TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MAD)? A PART OF THESE SPEGIFIGATIOr5 AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR, INCASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAANI65, AND /OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXI5TINI6 UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, 51RUG1URE5 AND SERVICES 514011 N TIC PLANS ARE APPROXIMATE ONLY. ANY DI5GRf9'ANGIE5 BETYEEEN THESE PLANS AND ACTUAL FIELD GONDITION5 SHALL BE REPORTED TO THE OWNERS REPRE5ENTA1IYE. 3. THE GONTRAGTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BE6INNINY6 WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK 5, THE MAINLINE AND 5LEEVIN6 IS DIA6RAMMATIG. ALL PIPING IS FOR DESIGN GLARIFIGATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WERE P095I5L£, AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. b. IRRIGATION EQUIPMENT A5 SHOWN 15 DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE GONIROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS BAIGKFLOWS, AIRNAGUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PUNTING AREAS WHEN FEASIBLE OR AS Al3PROVED BY OWEfR5 REPRESENTATIVE MID THE LANIDSGAPE IRRIGATION DESIGNER 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS NO IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT MERE NOT EVIDENT AT THE TIME THESE PLANS W6R£ PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWaS REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD (,HAJJ6E5 DEEMED NECESSARY BY THE OWER S. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WI1N LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BAGKFLOW RECYCLED G9055 GONINEGTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER 15 TO BE DETERMINED IN THE FIELD BY THE OWNERS AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR 15 TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE O) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIREG11Or5 FROM THY: CONTROLLER. THE ADDITIONAL ARE SHALL BE EXTENDED 10, MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX V. II. ALL PIPE UNDER PAVED THE DIAMETER OF PIPET MATERIAL CONFORMING TYPE I GRADE Z MATER 661i1ffTE A MINIM Of 005TER PUMP. 'LACE 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN 54R11B OR 6ROUtlD DOVER AREAS Y'WERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QWGK COUPLER VALVES ATHIN IB' OF HARDSGAPE. 13. ALL HEADS ARE TO BE INSTALLED WIN THE NO= 5GRM AND ARCS SNOMW ON THE ELMS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS WALLS FENCES AND HARDSGAPE. THIS INCLUDES, BUT NOT LIMITED T0, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, RBjLA6EM6T OF PRE'fURE COMPENSATING, SGREBrS, REPLACEMENT OF NOZZL5 WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES NTH ADJUSTABLE ARC UNITS. WHEN VERTICAL 0)3<i1RUGTI0N5 VERA6EE IRR6AT�CANTRPGN MFIFID ADJISTYTP SPRINKLER 5Y5TB411B1S ALLINbbARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON FAC.H SIDE OF THE OBSTRUCTION 50 AS TO PROVIDE PROPER GOVERA6E. ALL ADJSTM£N15 SHALL BE MADE AT NO ADDITIONAL CAST TO THE OMNER 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE 50 THAT THE SPRINKLER PRC-r..fURE SHOWN ON THY: IRRI6ATION�L£6END. NOT TO EXCEED �IVETI ABOVE THE OVEN OPERATING WIPRE55UFE FROM THE �N6 SPECIFIED PRESSURE CODDLED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF GONNIEGTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE El TME£N THIS WATER PRESSURE INDICATED ON TEE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND 005T5 A550CIATED WITH SAID REYI IONS. Ib. 5HOU1D FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PUNS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND 512E ALL PIPE NOT TO EXCEED A YROGItt OF 5 FB:`f PER SECOND (FPS) IN PVC, PIK/1ND CAST IRON PIPE. FLOW BE MADEAAT�INb �I GIST oT�TH�E CANER. PIPE Sf�Jd. NOT EXCEED A VELOCITY OF 1/2 FPS. ALL ADJUSTMENTS SHALL It ELEGTRIGAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND /OR BOOSTER PUMP SHALL BE PROVIDED UNDB2 THE ELECTRICAL SECTION OF THE SPEGIFIGATION5, IT SHALL BE THE RUPONSIBILItt OF THE IRRIbAT10N CONTRACTOR TO COORDINATE FJ.ECIRICAL SERVICE WITH THE GENERAL GONIRAIGTOR M!D SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND /OR 5 Z J V V Q Q SYMBOL IRRIGATION MATERIAL LEGEND 90 180 210 360 MMIUFACT. MODEL N0. ! DESGRIPfION GPM P51 SPACING DETAIL HUNTER PROSr12- PR530- GV- MIPI000 440,180, 210, 960) .11, 92, .46, b5 30 8 FT AB ® ® ® © HUNTER PR05- I2- PR540- cv- 101Pl000490,160, rto, 360) .n, .3s, .46, .65 40 IO Fr 0 ® ©o no rat HUINTER PROSI2- PF�V- MPI000 490,180, 710, 360) 40 12 FT 0 x115 ww rms raa HUNTER PR05- 12- PR540- GV- 101112000- (90,100, 210, 360) .40, .14,1.10,1.41 40 15 FT AB Q ®I ®I ® HUNTER PR05- 12- PR540- CV- MP2000490,160, 210, 360) .40, .14, 110,1.47 40 20 FT AB ® ® HUNTER PROS- IZ- PR540•GV- MP3000 {90,160, 210, 960) .66, b2,213, 3b4 40 z5 Fr 0 ® ® ® ® HUNTER PRO54PR540- CV41IP3000 490,160, 210, 360) .66, Ib2, z.13, 9b4 40 30 Fr ,4)3 ® HUNTER PROSl2- PR540­CV- MPLL5515{LEFT STRIP) 22 40 5x15 FT Ap ® HUNTER PRO5- I2- PR540- GY- MPHZG5515{RI6HT STRIP) .22 40 5x15 Fr Ap ® HUNTER PROrr12- PR540-GY- MPl05515451DE STRIP) .44 40 5x15 Fr qg , �ppDSCAPF (+') p ttaarsoq 49 o N ALL SHRUB HEADS INSTALLED FAdtTNY92 THAN TEN (10) FEET FROM PAYING, CURDS, SIDEWALKS, STEPS, TURF BOIAIDARIEri OR OTHER i4 www,gmplandarch.com PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER 00 SHRUB ADAPTER NTH THE NOZZLE AS SHOWPL v o 7+Tai n co INSTALL ALL SHRUB HEADS ON 12" POP -UPS EXCEPT A5 NOTED ABOVE. 4125 Sorrento Valley Blvd. enewa , Suite D San Diego � ALL MP ROTATOR HEADS INSTALLED ON RECYCLED WATER 5Y5TB45, PA.G. 'A' SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMS 4pJ° California 92121 � WATER COVER HUNTER GY-R ALL RI513L5 SEAL. RECENT RECLAIMED WATER STICKER PER SPECIFICATIONS. 43<C Tel 858 558 8877 1✓ OF CA1.� Fax 8585589168 � SCALE Designed By Drawn By Checked By REVIEWED BY: CITY QI' $jvCjjvj'j'AS ENGINEERING SERVICES DEPARTMENT Drawing No. orizontal IRRIGATION 1.16END FOR: 11.1 N/A la repared Under Supervision Of gy; By: ALTO 10900 -G Vertical Date I'S' l3 MASIH MAHER (,i N F►aU(M SAXONY ROAD, PUEBLO STREET 8, QUAIL GARDENS DRIVE Q N/A R.G. No. $503 Date: 3/1q/1 3 Date: CASE N0. 11 -115 TMDBMOD BA DR CDP EIA SHEET 24 OF 51 L0 1— O �n A ROTOR HEAD, SEE LEGEND FOR SPECIFICATION INSTALL SPRINKLER NERD FLUSH WITH FINISH GRADE IN TURF AREAS SPRAY HEAD, SEE LEGEND FOR SPECIFICATION NON - POTABLE PURPLE COVERS. /2 INSTALL SPRINKLER HEAD 1/2" III— ABOVE FINISH GRADE IN SHRUB III -II AND GROUND COVERS AREAS —III UNDISTUREEP SOIL TRIPLE SWING JOINT ASSEMBLY, 8" LAY MINIMUM SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE SEE SPECIFICATIONS �FFOOR TY ELIAN� DEPTH REQUI NOTE: INSTALL SPRINKLER HEADS 6" FROM PAVING E06E 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 OVER5FRAY ONTO PAVING, FENCES, NALL5 OR BUILDINGS. DO NOT USE SIDE INLET ON HEADS WITH INTEGRAL CHECK VALVE. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. POP -UP SPRINKLER SCALE: N.7.5. LATERAL CHECK VALVE 50ALE: N.7.5. OI 6" ROUND PLASTIC VALVE BOX, 'T' TYPE LOCKING LID O FIN15H GRADE O CHECK VALVE' O4 INTEGRAL UNIONS O 5" CLEARANCE BELOA VALVE OTOP OF BOX )s" ABOVE FINISH GRADE IN TURF, 2 "A50VE FINISH GRADE IN BEDS O1 GU. FT. PEA GRAVEL OBRICK BLOCKING (2 REG) O DEPTH -SEE SPECIFICATIONS ;cr NOTE: QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR REGYGLED RATER USE. FIN1544 GRADE IN TURF AREAS PURPLE PLASTIC, ROUND VALVE BOX WITH BOLT DOM _ H v lU D.- r Q z 1u LL NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. QUICK COL PLER VALVE KEY MUST SNIVEL FREELY WHEN INSERTED INTO LUG TRACK. �� QUICK COUPLER VALVE d I Date SCALE: N.T.S. REFER Date SHRUB SPRINKLER HEAD, SEE LEGEND FOR SPECIFICATION NON - POTABLE PURPLE COVER. SECURE R15ER TO STAKE AITH STAINLESS STEEL "PUNCH -LOK" CLAMP, TWO REQUIRED SHRUB RISER ASSEMBLY, SEE LEGEND FOR SPECIFICATION REBAR STAKE, #4 X 56" LENGTH SPRING TYPE ANTI -DRAIN VALVE 5GH 60 PVC, NIPPLE, LENGTH AS REQUIRED FINISHED CRAVE UNDISTURBED SOIL SCH 40 PVC, THREADED COUPLING TRIPLE 5AING JOINT ASSEMBLY SCH 40 PVC 5x5xT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA NITHOUT OVERSPRAY ONTO PAVING, FENCES, HALLS OR BUILDINGS. ON RECYCLED HATER SYSTEMS U5E " RISER MARKER" ROTOR HEAD ON RISER SCALE: N.T.S. FIN15H GRADE IN TURF AREAS PURPLE PLASTIC RECTANGULAR VALVE BOX AITH BOLT DOAN COVER, USE STAINLESS BOLT, NUT, AND AA5HER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. f— FINISH GRADE IN SHRUB AREAS 4" MIN. SHRUB ADAPTER SPRAY, SEE LEGEND RA FINISH GRADE IN SHRUB AREAS 3111 FOR SPECIFICATION LATERAL LINE, SEE SPECIFICATIONS 2" MIN. III /l I FOR TYPE AND DEPTH REQUIRED NON - POTABLE PURPLE COVER. Wii '� I R REMOTE CONTROL VALVE DA QUICK COUPLER VALVE `50H 60 PVC NIPPLE, TWO REQUIRED 12" MIN. SEE LEGEND FOR SPED. LENGTH AS REQUIRED RA RECYCLED HATER TAG p FLOA SENSOR $ U BRASS NIPPLE, MOLDED IN PLACE ° RN A (4) BRICK SUPPORTS BALL VALVE DA 9 o LA5CO 50H. 40 TRIPLE 5AIN6 JOINT ASSEMBLY FINISHED GRADE FI AITH MALE BRASS STABILIZER £LBOA IT RA A O BASKET STRAINER MAINLINE, SEE SPECS. F_ I I H 11= - 111=111 -111 I- 111 -111— 1LI� 11--1 111 -11 I-1 I I- —ELI -1 5 REBAR 5TAKE5, M015TURE 5EN50R DIN fl o1 I PS FABRIC, =111 111 RA 3/4" ROCK, I CUBIC FT. H v lU D.- r Q z 1u LL NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. QUICK COL PLER VALVE KEY MUST SNIVEL FREELY WHEN INSERTED INTO LUG TRACK. �� QUICK COUPLER VALVE d I Date SCALE: N.T.S. REFER Date SHRUB SPRINKLER HEAD, SEE LEGEND FOR SPECIFICATION NON - POTABLE PURPLE COVER. SECURE R15ER TO STAKE AITH STAINLESS STEEL "PUNCH -LOK" CLAMP, TWO REQUIRED SHRUB RISER ASSEMBLY, SEE LEGEND FOR SPECIFICATION REBAR STAKE, #4 X 56" LENGTH SPRING TYPE ANTI -DRAIN VALVE 5GH 60 PVC, NIPPLE, LENGTH AS REQUIRED FINISHED CRAVE UNDISTURBED SOIL SCH 40 PVC, THREADED COUPLING TRIPLE 5AING JOINT ASSEMBLY SCH 40 PVC 5x5xT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA NITHOUT OVERSPRAY ONTO PAVING, FENCES, HALLS OR BUILDINGS. ON RECYCLED HATER SYSTEMS U5E " RISER MARKER" ROTOR HEAD ON RISER SCALE: N.T.S. FIN15H GRADE IN TURF AREAS PURPLE PLASTIC RECTANGULAR VALVE BOX AITH BOLT DOAN COVER, USE STAINLESS BOLT, NUT, AND AA5HER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. f— FINISH GRADE IN SHRUB AREAS 4" MIN. SHRUB ADAPTER SPRAY, SEE LEGEND 5CH 40 PVC, SxSxT TEE FITTING RA LATERAL x SPRINKLER INLET SIZE FOR SPECIFICATION LATERAL LINE, SEE SPECIFICATIONS DA FOR TYPE AND DEPTH REQUIRED NON - POTABLE PURPLE COVER. RGV + STATION # REMOTE CONTROL VALVE DA RN `50H 60 PVC NIPPLE, TWO REQUIRED 12" MIN. MASTER CONTROL VALVE LENGTH AS REQUIRED RA A FS FLOA SENSOR DA RN A SPRING TYPE ANTI -DRAIN VALVE BALL VALVE DA RA FINISHED GRADE FI FERTILIZER INJECTOR DIN RA A BS BASKET STRAINER DIN F_ I I H 11= - 111=111 -111 I- 111 -111— 1LI� 11--1 111 -11 I-1 I I- —ELI -1 UNDISTURBED so l L M015TURE 5EN50R DIN RA I PS �I =111 111 RA A 1111111111II QUICK COUPLER VALVE DA RN A II TII1 DA TRIPLE 5NIN& JOINT ASSEMBLY 5CH 40 PVC, SxSxT TEE FITTING RA LATERAL x SPRINKLER INLET SIZE V LATERAL LINE, SEE SPECIFICATIONS DA FOR TYPE AND DEPTH REQUIRED A RGV + STATION # REMOTE CONTROL VALVE NOTE: INSTALL SPRINKLER HEADS 12" FROM FENCES HALLS OR BUILDINGS. DO NOT INSTALL SPRINKLER HEAD WITHIN 10 FT OF PAVING, CURBS OR TURF EDGES. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, AALLS OR BUILDINGS. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SPRAY HEAD ON R I SER SCALE: N.T.5. RECYCLED WATER TAG UEZI I I III' 4" MIN. �fl -1111 II a MAINLINE, DEPTH AS PER SPECS. FLOA IN. �' (4) BRICK SUPPORTS 3/4" ROCK, 2 CUBIC FT. LANDSCAPE FABRIC, NOTE: BOX TO BE INSTALLED TO ALLOA 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. BALL VALVE SCALE: N.7.5. DA RA A CC COMMUNICATION GABLE PULL BOX DA RA A RGV + STATION # REMOTE CONTROL VALVE DA RN A MV MASTER CONTROL VALVE DA RA A FS FLOA SENSOR DA RN A BV BALL VALVE DA RA A FI FERTILIZER INJECTOR DIN RA A BS BASKET STRAINER DIN RA A M5 M015TURE 5EN50R DIN RA A PS PULL BOX DA RA A OGV QUICK COUPLER VALVE DA RN A FV FLUSH VALVE DA RN A SLV SLEEVE MARKER DA RN A BO MAINLINE BLOW OUT VA RN A DV DRAIN VALVE DA RA A ARV AIR/VACUUM RELIEF DIN RA A OF DISK FILTER DA RA A PRV PRESSURE RES. VALVE CONTACT IRRIGATION CONSULTANT FOR ANY DEVICE NOT LISTED. VALVE BOX I DENTI P I GATT ON SCALE: N.7.5. CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) FINISH &RAPE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX AITH BOLT ROAN COVER, USE 5TAINLE55 BOLT, NUT, AND RASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. INISH GRADE IN 5HRU5 AREAS 24" AIRE LOOP VALVE ID TAG5 =VC, SCH 60 FEMALE ADAPTER, (I OF 2) PVC, MAINLINE TO FLOW SENSOR, PIPE PER SPECS. (4) BRICK SUPPORTS BRASS UNION BRA55 NIPPLE (TYP). LANDSCAPE FABRIC 5/4" ROCK, 2 CUBIC FT. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE MASTER VALVE ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. MASTER VALVE �! I SCALE: N.7.5. SCALE ueslgnea tsy urown by L;neaKea by orizontal N/A R1'an Prepared Under Supervision Of By;— Vertical Date (S N/A R.L:A Nn_ 964n Date: HARDSGAPE EDGE INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE SGH.80 TEE, MAINLINE x i2,, Sxsx5 BALL TYPE ISOLATION VALVE 50H. 80 PVC UNION QUICK COUPLER 5GH.80 TRIPLE SWING JOINT ASSEMBLY AITH DOUBLE O -RING SEAL QUICK COUPLER VALVE IN A ROUND VALVE BOX, SEE LEGEND FOR 5PEC5. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. OCV TO BE INSTALLED IN PLANTING AREAS AHEN POSSIBLE. SINGLE GtGV INSTALLATION SCALE: N.7.5. REVIEWED LEGEND r 13 I. REDUCED PRE55URE PRINCIPLE BACKFLOA PREVENTER, PER LEGEND 2. WYE STRAINER (IF SPECIFIED) 5. DRA55 NIPPLES (LENGTH AS REO) 4. FINISH GRADE. S. 5C-H.80 PVC FEMALE ADAPTER. 6. PVC, PRESSURE SUPPLY LINE, SEE SPECIFICATIONS. T. 12 "xI2 "xl2" CONCRETE THRUST BLOCKS 6. BRASS TxT ELL, LINE SIZE Q. COPPER SxT ELL, LINE SIZE 10. TYPE 'K' COPPER TUBING FROM WATER METER. II. V.I.T. STRONGBOX OP-5015F QUICK PAD, IF ENCLOSURE 15 SPECIFIED, SET 2" ABOVE GRADE 12. FILL BASE OF QUICKPAD AITH 54' ROCK TO TOP OF BASE OF UNIT 15. STAINLESS STEEL ENCLOSURE, LOCKING AND VANDAL PROOF (IF SPECIFIED) 14. PRESSURE REGULATOR (IF SPECIFIED) NOTES: I. INSTALLATION MUST CONFORM TO LOCAL CODES 2. CONTRACTOR MUST PROVIDE BACKFLOA CERTIFICATION. 5. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 4. ALL BRASS OR COPPER BELOA GRADE SHALL HAVE AAAA 0204 APPROVED PIPE TAPE. BACKPLOW DEVICE SCALE: N.T.S. LATERAL - 5GH. 80 PVC — FEMALE ADAP. FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX AITH BOLT DOAN COVER, USE STAINLESS BOLT, NUT, AND HASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RGV" AND CONTROL STATION 8 ONTO LID. 3" -- FINISH GRADE — IN SHRUB AREAS 4" MIN. _ _ _ 24" AIRE LOOP VALVE ID TAG SCH. 80 PVC, THREADED ELL OR TEE 2' MIN. CONTROL VALVE, SEE LEGEND FOR SPECS Z LENGTH AS REQUI� (T^(P). J (4) BRICK SUPPORTS a CD O IRRIGATION MAINLINE OR Z MANIFOLD 5UB -MAIN ❑ 5/4" ROCK GRAVEL Q 2 CUBIC FEET LLa LANDSCAPE FABRIC I(• ) NOTE:_ ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. r n IF MAINLINE OR MANIFOLD 51JB-MAIN 15 AT VALVE DEPTH, TEE INTO VALVE AITH 5GH.80 V NIPPLE, LENGTH AS REQUIRED. REMOTE CONTROL VALVE 0 50ALE: N.7.5. M ��NDSCAPF gip Qstterson,ycy r s Q' FINISH GRADE IN TURF AREAS Q Vrn PLASTIC RECTANGULAR VALVE BOX AITH BOLT DOWN o ,- J y I • COVER, USE 5TAINLE55 BOLT, NUT, AND HASHER. BOX * " "r" * TO BE PLACED AT RIGHT ANGLE TO'HARD5GAPE an EDGE. HEAT BRAND "F5" ONTO LID. FLOA SENSOR, SEE LEGEND FOR SPECIFICATION PVC MAINLINE FROM MASTER VALVE � ` L- FINISH GRADE IN SHRUB AREA A 4" MIN. = I� I G PVC MAINLINE TO DEPARTMENT L4AIRE = SYSTEM, PIPE PER I III ,. SPECIFICATION 10 x PIPE DIA. y =5 x PIPE DIA. W By: IRR16ATION MAILS ?M: ALTA SAXONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE 10900 -G � Q 2" MIN. L_ FUNNEL TYPE o o CONCENTRIC REDUCER FITTING (4) BRICK SUPPORTS P ELECTRICAL — Q o 5/4" ROCK, 2 CUBIC FEET CONDUIT TO CONTROLLER LANDSCAPE FABRIC NOTE: NO FITTINGS IOx PIPE OD. UPSTREAM OF SENSOR, NO FITTIN65 Sx PIPE O.D. DOWNSTREAM OF SENSOR. INSTALL FLOA SEN50R PER THE MANUFACTURER'S RECOMMENDATIONS, ROUTE AIRES THROUGH CONDUIT TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM SIDE OF THE FLON SENSOR. PLOW SENSOR SCALE: N.T.S. M ��NDSCAPF gip Qstterson,ycy r s Q' N Vrn www.9mptandarch.com o ,- J y I • 4125 Sorrento Valley Blvd. * " "r" * an Suite D San Diego California 92121 Tel 858 558 8977 Op CA1.� Fax 858 558 9188 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. W By: IRR16ATION MAILS ?M: ALTA SAXONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE 10900 -G � Q 4"NK FILVIlm � Date: Z• CASE N0. 11 -115 TMDBMOD BA DR CDP EIA SHEET 25 OFSf' � 0 J K Q f)- N �t O 1 N O W x Q Z W LL REVISIONS IRRI6ATION MAINLINE INSTALLED 18" OFF HARrWAPE EDGE HARDSCAPE EDGE QUICK COUPLER VALVE ON SWING JOINT IN ROUND VALVE BOX 5CH. 60 PVC TEE, 5x5x5 MAINLINE X MANIFOLD SIZE 5CH. 80 PVC UNION 3ALL TYPE ISOLATION VALVE, IF SPECIFIED 5014. 50 PVC, TEE, SX5X5 BALL TYPE ISOLATION VALVE, IF SPECIFIED 50H. 60 PVC UNION IRRIGATION SUB- MAINLINE, SIZE PER LARGEST VALVE MINIMUM 12" SEPARATION BETWEEN ALL VALVE BOXES 16" TYP. REMOTE CONTROL VALVE BCH. 80 PVC, UNION �— LATERAL LINE TO SPRINKLERS NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE NOTE: IF MANIFOLD SUB -MAIN 15 AT VALVE DEPTH, TEE INTO VALVE AITH SCH.80 NIPPLE, LENGTH AS REQUIRED. %-4 A �I l =nl T-1 111, IGT A I I A TI Isii, I SCALE: N.T.5. 0. X4 DIMENSION- PEDESTRIAN A B G D 2" TO 12" SIZE 24" 18" 12" 6" DIMENSION- VEHICLE A B G D 2" TO 12" SIZE 50" 24" IS" 6" SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINE SEE LEGEND FOR SPECS CONTROL AIRE SEE LEGEND FOR 5PE05 UNDISTURBED FAIL MAINLINE SLEEVE, SEE LEGEND FOR SPECS PVC, 51 EEVES TO BE TWICE THE DIAMETER OF THE PIPE OR AIRE BUNDLE CARRIED. EXTEND ALL SLEEVES 12 MINIMUM PAST HARDSGAPE EDGES BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED SLEE\ F IN STALLATION, POTABLE SCALE: N.7.5. NOTE: PRIOR TO THRUST BLOCKING, ARAP FITTINGS USING AWWA 02001 APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. THRUST BLOCK BEARING FACE TO REST AGAINST UNDI5TURBED SHOVEL GUT SOIL. roost= SIDE VIEW a e VIII Y- OP VIEW PVC, CONCENTRIC REDUCER. W 'k Q e ° w all ° e? li PVC, �\ 20" v i PVC, TEE e 3" a:1 REDUG I NG TEE THRUST BLO SCALE: N.T.S. Date A0 QUICK COUPLING VALVE BOX (TYf E RECTANGULAR VALVE BOX (TYP) n E 1211 12" 12" f NOTES: I. VALVE BOXES SHALL BE LAB M BY 140T IRON BRANDING OR ALUMINUM ASPHALT BASED WATERPROOF PAINT. 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. S. LOCATE VALVE A55EMBLIE5 IN SHRUB OR GROUND COVER AREAS WHEN POSSIBLE. 4. LOCATION OF VALVE ASSEMBLIES SHALL BE STAGED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS AND MAINTENANCE. 6. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOPS AT FINISH GRADE IN TURF AREAS OR 5" ABOVE FINISH GRADE IN WRI.WiSROUND COVER AREAS. T. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA. 6. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE 901L COMPACTING, AROUND BOX. 4. ON RECYCLED SYSTEMS ALL VALVE BOXES AND QUICK COUPLING VALVES SHALL BE CLEARLY COLORED PURPLE. 1 VALVE BOX LAYOUT SCALE: N.T.5. TOP VIEW all • 1111 PVC, PIPE . 3" ai a NOTE: PVC ELL PRIOR TO THRUST BLOCKING, WRAP FITTINGS 3" USING AWWA C20q APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL. PVC, PIPE Y 3" QO o ELL THRUST BLOCK SCALE: N.7.5. CONTROLLER 51DE VIEW i'. a. • u ° °' 1111 I RAIN SENSOR INSIDE A VANDAL RESISTANT ENCLOSURE STAINLE55 STEEL TOP ENTRY NEMA SR ENCLOSURE TERMINAL STRIP FOR CONTROL WIRES POWER SNITCH AND 611 RECEPTACLE FINISH GRADE III II I L: 50ALE: N.T.5. RCV CITY OF ENCINITAS BENCH MARK IRRIGATION -- A I PREFORMED ALUMINIUM PAD FILL BASE OF QUICKPAD _ —_ 5" IN SIZE 24" Horizontal By:^ Date: la n'Sr epared Under Supervision Of <1 Date I•5'17 R.L'A Nn. 303 V.I.T. STRONGBOX QUICKPAD WITH %n ROCK TO TOP —) I— I_ = ENCLOSURE MOUNTING PAD OF BASE UNIT �— I 1 1/4" COMMUNICATION GABLE V4" PVC, CONDUIT FOR FLOW -III PVC CONDUIT (IF REO) SENSOR 4 MV WIRES S" CONTROL WIRE PVC . CONDUIT TO VALVES P VC, CONDUIT FOR %"x 8' COPPER GROUND ROD ELECTRIC, SERVICE PER NEC, CODES AITH #6 BARE GROUND AIRE AND CLAMP NOTE: PROVIDE RECTANGULAR PULL BOX FOR LOA VOLTAGE CONTROL ARE SPLICES AT BASE Or- CONTROLLER. �1 PEDESTAL CONTROLLER —TOP ENTRY 50ALE: N.T.5. RCV CITY OF ENCINITAS BENCH MARK IRRIGATION CONTROL VALVE A I O O IRRIGATION RECT. PURPLE VALVE BOX WITH LOCKABLE COVER. 2. 2" LABELING PER SPECIFICATIONS B. CONTROLLER/EQUIPMENT DESIGNATION 4. VALVE IDENTIFICATION 5. 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. PVC PIPE PVC, ELL NOTE: PRIOR TO THRUST BLOCKING, ARAP FITTINGS USING AWAA G2Oq APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL. TOP VIEW all. ° PVC PIPE 311 450 ELL THRUST BLOCK SCALE: N.T.S. SIDE VIEW A q� e.n v. q °� I111 ° a: . v LOW VOLTAGE AIRES, 5 MAXIMUM OUTER CASE OF CONNECTOR STRIP AND TA15T WIRE5 FOR PROPER CONNECTION AIRE NUT NOTE: INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRIDGE. DO NOT RE51,15E SEALANT CARTRIDGES. I WIRE GONNECTIONS / SCALE: N.T.S. REVIEWED BY: By: _ Date: DIMEN51ON CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By 12" PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) 5" IN SIZE 24" Horizontal By:^ Date: la n'Sr epared Under Supervision Of <1 Date I•5'17 R.L'A Nn. 303 N/A Vertical N/A REVIEWED BY: By: _ Date: DIMEN51ON A B G 1/2" TO 2 -1/2" IN 51ZE 18" 12" 6" 5" IN SIZE 24" 6" 4" AND LARGER 50" 6" SACKFILL SHOULD BE PLACED IN 6" LAYER5 AND TAMPED PIPE INSTALLATION, POTABLE SCALE: N.T.S. NOTE: PRIOR TO THRUST BLOCKING, WRAP FITTINGS USING AWWA G20q APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL. SIDE VIEW a a - W +� v a! all i:j>L -Wr °av 1111 P- a v _ v e0 OP VIEW PVC, CONCENTRIC I 2B REDUCER. s v v W ° dv PVC, PIPE e _ e ' 20.. 5" D v♦ e �.o PVC TEE 3:: all REDUG I NG TEE THRUST BL.OGK SCALE: N.T.5. FINISHED GRADE IN TURF AREAS 10" ROUND PLASTIC VALVE BOX WITH BOLT,DOWN DOVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "PS" ONTO LID. 24" WIRE EXPANSION LOOP FINISH GRADE IN SHRUB AREAS WATER PROOF WIRE CONNECTORS (4) BRICK SUPPORTS oo.a PVC ELECTRICAL SYIEEP (IF INSTALLED IN CONDUIT) LANDSCAPE FABRIC, 5/4" ROCK, I CUBIC FT. L11 /I ROUND PULL BOX SCALE: N.7.5. J 0 Z D O Q I Q �pNDSCAPF M �4, Qstteraop �9P r N CWt t www.gmplandarch.com *�* 1>6-% 1 "o To 4125 Sorrento Valley Blvd. e (12-13 Suite D San Diego co �f �. e California 92121 � Tel 858 558 8977 c: 4lF Of c Fax 8585589188 co CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. INWATION MAILS FOR: w ALTA 10900 -G F- SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q ;ASE N0. 11 -115 TMDBMOD BA DR /CDP EIA SHEET 1C, OF?_1. 0 Q a_ Ln V O 1 LU w LLI IY R I i w Q z LLI !L REVISI OI PVC SCH 60 NIPPLE (CLOSE) OVALVE BOX WITH COVER: 24 -INC44 SIZE T 6 5 4 3 2 I O3 ID TAG: RAIN BIRD SERIES ID TAG ® WATER PROOF CONNECTION 8 �� BBIIRD SPLICE -I -a h = OBOHNCH LINEAR LENGTH 1 OF WIRE, COILED q 3" MIN. 6 FINISH GRADE 10 ? TOP OF MULCH q ®PVC SCH 40 COUPLING OPVG 5CH 80 NIPPLE II 10 (LENGTH AS REQUIRED) PVC SCH 40 ELL II PVC 5CH 80 NIPPLE (2-INGH LENGTH, HIDDEN) AND PVC 5CH 40 ELL 12 PVG SCH 40 TEE OR ELL 12 13 14 IS 16 li 13 18 A BRICK (I OF* 14 33 /4- INCHINI GRAVEL IS PVC MAINLINE Ib CONTROL ZONE KIT: RAIN BIF MODEL XCZ -100 17 PVC 5CH 80 UNION FOR SERVICING ASSEMBLY 18 PVC 5CH 40 MALE ADAPTER XCZ -100 CONTROL ZONE <17 Iq PVC LATERAL PIPE SCALE: N.T.5. EXHAUST HEADER AREA PERIMETER BLANK TUBING HEADER CENTERED ON MOUND OR BERM FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER DRIP TUBING PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS DRIP TUBING START CONNECTION SUPPLY HEADER NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. CONTROL 20NE KIT (SEE LEGEND) DRIP ZONE LAYOUT - ODD CURVES d Date 5GALE: N.T.S. FINISH GRADE -I i I- III -I I I- III -III -I I I-I I I-I 11 =1 11 =1 I F WIDE - 111 = 111 - 111 - 111 -111 DETECTABLE MARKER TAPE -I 11 -1'I I -I 11 -111 -1 1- — PURPLE LATERAL NON - PRESSURE RECYCLED WATER PIPE FROM IRRIGATION -I 11 -I 11 -I 1- III -1 —III HEAD TO IRRIGATION HEAD. WHENEVER - I -1 I- III -III -1 — THE LINES CROSS THE POTABLE PIPE NO -I 11 -I 1 -I 11 =1 11 =1 SLEEVE 15 REQUIRED. — III -1 I— III —III- PURPLE COLORED PRESSURE;, MAINLINE PIPE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. POTABLE WATER LINE 12" MINIMUM GLEARANGE (TYR) RECYCLED PRESSURE MAINLINE AND SLEEVE POTABLE REGYGLED WATER CROSSING 5GALE: N.T.5. Date 7 A FEASY FIT COMPRESSION FLUSH GAP: RAIN BIRD MDCFCAP OR EASY FIT PURPLE COMFR -55ION FLUSH GAP: RAIN BIRD MDCFPCAP �— EASY FIT 3/4" MALE COMPRESSION ADAPTER: RAIN BIRD MDCF?5MPT 3/4" FEMALE ADAPTOR LATERAL LINE PER PLAN VALVE BOX (INSTALL PER SPECS) EASY FIT COMPRESSION COUPLING: RAIN BIRD MDCFCOUP BRICK SUPPORTS (THREE) 3/4" GRAVEL SUMP (I CUBIC FOOT) NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE.. MDCF FLU5H GAP `� / SCALE: N.T.S. NOTE: ALL THREADED GONNECTION5 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 FLUSH VALVE(5), PER LEGEND, PLUMB TO EXHAUST HEADER DRIP ZONE LAYOUT - MULTIPLE E3ED5 50ALE: N.T.S. GLEAN COMPA< BACKFILL *BACKFILL SHC PLACED IN b" L AND TAMPED UNDISTURBED LATERAL LINES PER SPEG5 MAINLINE AND CONTROL WIRE PER SPE05 DIMENSION A B G D 1/2" TO 2 -1/2" IN SIZE 18" 12" 6" b" 3" IN SIZE 24" B b" b" 4" AND LARGER 50" 0 b" b" �G &RAVE NOTE: DETECTABLE WARNING TAPE SHALL BE PROVIDED FOR ALL PRESSURE MAINLINES. STANDARD 5MIL THICKNESS, 3" WIDTH WITH ALUMINUM GORE. PERMANENTLY PRINTED AND A.P.W.A. UNIFORM COLOR CODE. PIPE INSTALLATION, RECYCLED SCALE: N.T.5. CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING ..LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) NOTE: ALL THREADED CONNEGTIO TO HAVE TEFLON TAPE OR PASTE, FLUSH VALVE(S), PER LEGEND, PLUMB TO EXHAUST HEADER EXHAUST HEADER DRIP TUBING START CONNECTION SUPPLY HEADER CONTROL ZONE KIT (SEE LEGEND) AREA PERIMETER DRIP TUBING LATERAL NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADER5 — PERIMETER LATERALS 2" F TO 4" FROM EDGE DRIP ZONE LAYOUT - CENTER FEED SCALE: N.T.S. METER BOX W/ 51DE TALK POTABLE SERVICE LINE RECYCLED WATER If MAINLINE At SLEEVE -- 12" MINIMUM NOTE: VERTICAL CLEARANCE OF 12" MINIMUM 15 MANDATORY WHEN GROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF 51DEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. POTABLE 5ERV I GE LINE GROSS 1 NG SCALE: IN.7.5. MOUNT ENCLOSURE AS PER MANUFACTURER'S RECOMMENDATION CONTROLLER, SEE LEGEND FOR SPECIFICATION. 120 VOLT POWER SUPPLY IN J -BOX, BY OTHERS RIGID ELECTRICAL CONDUIT TO RAIN SENSOR (IF SPECIFIED) 48" IN RIGID CONDUIT LOW VOLTAGE WIRE IN RIGID PVC CONDUIT PVC ELECTRICAL SWEEP TO EXTERIOR BUILDING ..: WALL THROWN J -BOX BUILDING FLOOR BY OTHERS NOTE: INSTALL ENCLOSURE AS INDICATED PER PLAN 4 MANUFACTURER'S RECOMMENDATION. ROUTE WIRES AND SLEEVE THROUGH WALL TO RECTANGULAR PULL BOX AND TRANSITION TO DIRECT BURY WIRE. WALL MOUNT GONTROLLER NOTE: ALL THREADED CONN TO HAVE TEFLON TAP PASTE. CONTROL ZONE KIT (SEE LEGEND) PVC SUPPLY HEADER DRIP TUBING START CONNECTION DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADER5 AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE PVC EXHAUST HEADER F FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER DRIP ZONE LAYOUT - END FEED SCALE: N.T.5. STREET SURFACE� A 3.5 FEET G POTABLE MAINLINE 2" TO 12" SIZE (SEE IMPROVEMENT DRAWIN(SS) 18" 12" MINIMUM REQUIRED IRRIGATION VERTICAL SEPARATION SLEEVE Q DIMEN510N- VEHICLE A B J RECYCLED WATER IRRIGATION MAINLINE a 30" 0 18" Z NOTE: Q ALL RECYCLED WATER IRRIGATION PIPING AND 5LEEVE5 SHALL BE PURPLE AND LABELED AS SPECIFIED. r ^ 2 0 MAINLINE GR0551 N O &F'07AE3LE S: 5 N.T. . Q J Q PAVING (2) DETECTABLE ,T, WARNING TAPES LATERAL LINE SLEEVE, PER SPECS CONTROL WIRE SLEEVE, PER 5RE05 MAINLINE SLEEVE, PER SPECS DIMENSION- PEDESTRIAN A B G D 2" TO 12" SIZE 24" 18" 12" 6" DIMEN510N- VEHICLE A B G D 2" TO 12" SIZE 30" 24" 18" b" SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL *BACKFILL SHOULD BE PLACED IN b" LAYERS AND TAMPED UNDISTURBED 501L EXTEND ALL SLEEVES 12" MINIMUM PAST HARDSGAPE EDGES NOTE: SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETECTABLE WARNING TAPE SHALL BE PROVIDED FOR ALL PRESSURE MAINLINES. STANDARD 5MIL THICKNESS, 3" WIDTH WITH ALUMINUM GORE. PERMANENTLY PRINTED AND A.F.AA. UNIFORM COLOR CODE. 5LEEVE INSTALLATION, REGYGLED SCALE: N.T.S. \V V/ SCALE: N.T.5. 0 S CAPE M V Qsttersoq 4,yO r I a 'k y� N V c A wvvw.gmplandarch.com rn *0* co J ' y ne ere 4125 Sorrento Valley Blvd. n 2 -13 Suite D San Diego California 92121 Tel 858 558 8977 C Fax 858 558 9188 SCALE Designed By Drawn By Checked By REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. orizontal w IRRI6ATION DETAILS FM: � NSA la s repared Under Supervision Of By: i1R. /\/� By: ALTO 10900 -G Vertical Date 15 (,� 3 f�IH MAHER 1M SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q N/A R.1..A No_ 350x3 Date: / Date: CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 27 OF51 O ^J LL IRRIGATION 5FECIFICATION5 5EECT I ON 02511 C. oPERATwN Mm E ANTI -DRAIN VAL'45: E AL LINES 5HM1 HAVE A MINIMUM CLEARANCE OF 6 INCIES FROM EACH OTHER AND 11 INCHES FROM LINES OF OTHER TRADES. I. iY1D IND OF p pTlp� AND S MMUAS Iy TO / y� p� pyq� I. AT1 -DRAIN VALVES SHALL BE OF TfE MMUFAC 51g MID TYPE IN)IGA1ED ON THE DRAWN65. LAND5tl I RR 1 GAT 1 ON �O LALBIDAR DA'(5 PRIOR TO FINAL INSPECTION 1}E MANUAL 5 SHALL DE5GRT�AL INSTALLED MID �oPERAnON 2 ANTI - MN VALVES SHAD HAVE 16 6 srAINLL�b SPRINGS MID VALVE STEMS NTH Ell SEAS. F. PARALLEL LINER SHALL NOT BE DOT&M DIRECTLY OVER EACH OTHER. S 3. MITI -DRAIN VALVES ALL HAVE THREADED CON ECTOO It 512 OF THE RISER OR PIPE THEY ARE TO BE INSTALLED ONTO, OR THE W AVAILABLE SE. NO SLIP CONNECTION 2 EALM SHALL I N6 INFORMAL ANTI -DRAIN VM.VE5 ARE A L01"®. 6. IN SOLVENT W3DIN6 WE ONLY THE SPECIFIED FRIO NO 50LYEilT GAIT AND MAKE ALL JOINPS IN STRICT ACCORDANCE NTH THE MANUFACTURERS WAN= METHODS INGJDIN6 PART I - GENERAL A TOR NII BEN, DJIl OF 6UARANTEE PERIOD, LIST OF EAIPMBHT INCLUDING MMES AND 2.01 VALVE BOXES NPN6 ALL Exas WvM FROM EACH WED. ALLOW SOLVENT A3D5 AT LEAST 5 MOB TV TIME! MOVING OR HAmLIN6 AND 24 M CURING TIM'. ) FILLING. IAN BIMMARI C.B. SPARE PARTS u515M T>��FACT ALL EWPMENT. A VALVE 50XE5 BE FABRIUIiID fIII A YEAT18t�5TANT P Tic MATTEL RESISTA T TO AND GEM ACTON OF 501. H. PVC PIPE SHALL BE INSTALLED IN A M1V1N32 Ill 14 ALL PROVIDE FOR fXPMN510N CONTRACTION AS RECOMhBNDfD B" THE PIPE MANIFAGTII� SWUL DURABJ AL TN 1617 IGA L5 I. CENTER LOAD Nl PLASTIC PIPE PRIOR TO PRE'fSURI TESTING. A IT 15 THE INTENT OF THE 51WFIGATOIS AND DRAN*S THAT THE FINSEP SYSTEM 15 GOPL.ETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION SATISFACTORY TO THE OMER. D. ECJJIPMENT: B. THE VALVE BOX CRIER SHALL BE GREEN IN COLOR AND SECURED NTt BOLTS. I. SUPPLY A6 A PANT OF THIS CONTRACT THE FOLLM AT345: J. ALL TEEM PI A5TGTO -f ASTC COREGTOS SHALL BE ASSEMBLED USIM TERM TAPE OR TEFLON PASTE. B. THE WORK SHINE INCJDE ALL MAT3RAL5��,,A�p� SERVICES TRASPORTATON. NO IM MEAT NECESSARY TO PERFORM THE AM A5 INDICATED ON THE DRAN*% IN THESE A TND WE E5 FOR OAAYSEMBLY AND APZTM W OF EACH TYPE OF 5FRWUR HEAD USED IN THE IRROATON SYSTEM. C. THE COO AND BOX 5HIll BE CAPABLE OF SUSTAINN6 A LOAD OF 1500 POUm5. SPEGIFICATON, AND AS NEGEYaARY TO COMPLETE TE CONTEtACT. B. THREE 30 INCH SPRINKLER KEYS FOR MANIAL OPERATION OF CONTROL VALVE. K FOR PLA C- 704ETA. CONECTIft YORK THE METAL 001141 OHS FIRST. USE A NON4HARDBIINS PIPE DOPE AN ALL THREADED PI.ASTIC•TO•i•ETM. CONNFLTON5, EXCEPT WERE C TAD KEYS FOR EACH Mill CONTROLLER D. VALVE BOX EXTBSION5 SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX NOTED OHM ALL "TG-TO-METAL CONNECTIONS SHALL BE MADE NTH PLASTIC FEMME ADAPTERS. 1.01 COOTR11CTON DRAWINGS D. FIVE O UIGK COUPLER KEY5 NTH A BRONZE HOSE THREAD MO DEGREE S IM ATTACHIVEHT Alm FIVE COUPLER LID KEYS. E FIVE VALVE BOX COVER KEY OR YRI NCH. E AUTOMATIC CONTROL AND MASTER VALVE BO1axS SHALL BE 16'%11'X12" RECTANSU AR SIZE. VALVE BOX COVERS SHALL BE 'HEAT BRAIDED' IN T HIM LETTERS Al EITHER RSV' WITH L ALL GONetIONS BEiY®I PVC LATERAL. LINES SHALL BE MADE U5* %H. 40 PVC FITTNGS AV COMFRESION APARS5. ALL GONFLTIO G BETAS ORIFFMINE5 TO BE MADE USING A DUE TO THE SCALE O Tf DRAYIIN�6555, IT IS NOT P0551BIF 10 ImIGATE ALL p 5 FIITIN55 SLEEVES ETC. YIEILH MAY EE REOJIRED. Tf CONTRACTOR SHAT CAREFULLY INIEST6AT F. OE 5 FOOT TEE WRIIICH FOR OPERATN6 GATE VALVES 3 INCIffSi OR LARGER (IF Ili). THE VALVE IDBNTFlCATON AMBERS OR 'O COMPRESSION FITTINS5 OF MANUFACTURER OF THE DRIFFIXINE. USE NO PIPE DOPE, MI TAPE, PRIMER OR SOLVENT C, W ON GOMPR6610N fI7TN55. TIE 5TRI1GIURAI AND FINISHED GONOT0+6 N ffLTNG Nl OF N6 VIORIC Nm PIJdH N5 WORK ALGORDIfSLY FURN5NN6 SUCK FiTTNffi ETC. A5 MAY BE REQUITE TO Mg75UGi 6. 51X EXTRA 5PR1NGLHt HEADS OF E40 50 AD TYPE PER IRRI6ATON PAL. GOND11016 DRAAN65 ARE 6EM�ALLY DA6WNflMTC AHm INDKATVE O TE WORK TO BE USTAlED.1+� WORK SHALL IN5TAL1� IN SIKH A MANNER AC TO AVOID GORICTS F. SPfiIALITY'J1hBO DOES MAY Ef INDICATED ON DRAWN/fi AND SHALL BE 25')45 "X12' REGTAN6UlAR 5117_ 3.05 CONTROLLER BETN�1 IRRI6ATON 515T3M5, PLANTING, AND AdRCNT'LTlRAL FEATJREi. 2 THE ABOVE E,iFHN SHALL BE TIRED OVER TO OU�5 A THOM REPRESENTATIVE AT THE FINAL INSPEGTON NETHER L 6. BALL VALVE 6ATE VALVE, AND CALK 60UPLSR VALVE BOXES SHALL BE CIRCULAR IO' 512. VALVE BOX COVERS SHALL BE "HEAT MANN IN T HISH LETTET5 NTH EITIR'BV", "6V", A THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVE) BY THE LANDSCAPE ARCHITECT OR OWNERS AUTHORIZED REPRESENTATIVE BEFORE IN.STMLATON THE ELMTRIGM. OR NOT B. ALL WORIC GAtJ ED FOR ON Tf DRAWIYf� BY NOTES OR DETAILS $HAUL BE fUWl51� AID INSTAL IDTO I ONBOTI. TEY I51WL EVE FINAL IT84 IA AT THE TIME PERIOD ItSPEG THE LAImBGAPE ARCHITECT OW�t5 AVT}IORI2D1TA IdHD 6OVEA9N6 A68ICE5 Yil1 INSPECT TIE y�, Mm If OR "OGV . SERVICE SHALL BE COORDINATED ATH THIS LOCATION Is 5HOIW ON TE PLAN$ EAT NOT SHOHIN ON THE SPELIFICATONS 0R VIDE VEiiaAS IT SHALL iE Off T� . �� OR FIW ISP�TNON 11f 1GT NLL BE 200 IRRJbATAN 60N1ROlJ ER B. THE IRRI6ATON GONiRAGTOR SHALL BE REfDN51EQE FOR THE FIWd ELECTRICAL HOOK U' i0 IRRIf�InON GONIROU ER AUTHORITY FOR GUUP1fICATDN NOT AL6EPTED WIL PRBPSLRE A LEST O ItEM5 TO BT TE 60NTRACTOiR AT TE THE OF Tf POST REN3PEGTED FINAL ALGEPTAUYE RILL i II NRTN6 BY THE LANDSCAPE ARLHIIEGT, OILERS ArtNORI2D 1RE#58ITATVE Mm 60WEkNU16/EEICI6. G. THE CANIRAGTOI SHALL NOT WLLFULLY INST,1� T E Ii9t16ATUN SYSTEM AS 5HOW10I TE ORANNISS WEN IT 15 OBVIOUS IN THE FIELD THAT 095TIMTIOO GRADE DI VENCE5 OR A CONTROLLER 5WLL BE OF THE MANUFAGTiRER, 512 AV TYPE INDICATED ON THE PIANO. C. THE IRR OATIM SYSTEM SHALL BE PROSRAMO TO OPERATE DURING THE PERIODS OF MINIMAL USE OF TIE D Tk 0 All DISC AN01E5 IN AREA DIMENilONS ElUST THAT MIGHT NDT HAVE BE91 CAN�IDC#D IN EN JN6. WA OBSTRUCTIONS OR DIM 30M SHOULD BE BROIiGHT TO THE AT TION OF THE B. TIE OWER5 ALUM ZED REPRESENTATIVE SHALL HAVE RK AUTHORITY ON ALL PORTIONS OF THE AM LANDSCAPE ARGNTECT A5 500E A5 DETECTED. IN THE EVERT 746 NOTIFICATION 15 NOT PERFORM®, THE IRRI6ATON CONTRACTOR SHILL /f6UME FULL REROH681LITY FOR ANY B. THE CONTROLLER ENCOSURE 54ALL BE OF THE MANUFACTURER, 512 AND TYPE MUTED ON THE DRANN65. THE MOM 5HALL All ENG.05E THE C0IRDILER ELECTRICAL METER D. ISTA L CONTROLLER ENCLOSURE AS REGO+e= BY THE MANUFAGIURER REVI510N NECEShAR1. G. AFTER THE 5YST R HAS SEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT 01815 AUTHORIZED REPRQS9dATVE IN TIC OPERATION Am MANIIENANCE OF THE IRRNSATION SY51W AND 10 QUALITY ASSURANCE SHALL FURIO A COMFI.ETE SET OF MATINS AND MAINTENANCE I6TR .05101 S. C. THE 000011M SWILL. BE OF THE MANUFACTURER SIZE NO TYPE REtAIRED BY THE CITY OF BI0NTA9 3.015 cONTROL WRNS D. ANY SETTLING OF TTiBAC1E5 MWIGH MAY OCWR DURING THE ONE-YEAR PERIOD POLLING ACCEPTANCE SHALL BE REPAIRED TO THE Nat, SATISFACTION BY THE CONTRACTOR KIT 0 2OM ELECTRICAL A LOW VOLTAGE CONTROL IRIS SHALL OCCUPY THE WE TRENCH NO SHALL BE RSTALLED AM THE SAME ROUTE AS THE PRESSURE SUPPLY LINES ABEVER POSME A PROVIDE AT LEAST ONE ENSLISH SPEAKING FEW WHO SHALL BE PRESENT AT ALL TIMES01RIi6 EJELUTION OF 715 PORTION OF THE WORK AND NUO SHALL BE THORCUI FMIILIAR ANY ADDITIONAL E?QW TO THE INNER. REPAIRS 5WW. INCLUDE THE GOPLETE RI STPRATIOII OF ALL DAMAGE TO PL/INTN6, PAVING OR MO IMPROVEMENTS OF ANY KIND AS A All THE TYPE OF MATERIALS BEING INSTALLED AND THE MANFAGTURER5 REGOMhffiNDED WHOM OF INSTALLATION AND WD SHALL OREGT ALL AN MOM UNDER THIS SECTOR FmLT OF THE AORIC A ALL ELECTRICAL Ft1 M W SHALL BE TKA TYPE 3, AATERPROOFED FOR EXTERIOR INSTALLATIONS . B. WERE MORE THAN ONE AM 15 PLACED IN A TRENCH, THE WRING BWL BE TAPED TOGETHER IN A 91112E AT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAI Al P�Q TAPE AT INTERVALS OF 20 FEEL I ( w B. MANIFACTH�RS DIRECTIONS AND PETALED DRAKIN65 SHALL BE FOJ.OMED IN ALL CASES YUETE THE MANUFACTIRER OF ARTGLESISED IN THIS GOfIRACT FURNISH DIRECTIONS IJI 6UIdiSLNTE B. ALL ELECTRICAL WORIC SHALL cO+FORI4 TO LOCAL CODES AND ORONNIGES. G. ALL CdrtEGT05 SHALL BE OF AN APPROVED TYPE Mm SHALL OCCUR M A VALVE EUOX P�/IDE AN 6 INCH SERVICE LOOP AT EACH GONECTION " t GOVERINS POIN75 NOT SH01'UI IN THE DRARMS AND 5PECIFICATOS. A THE ENTIRE SPRINCI.Bt SYSTEM INCLDING All WORI: DONE UNDER THIS GOTRACT SHALL fk TONALLY 6UAR�Wf6D A6AIST ALL DEFECTS 1Lm FAULT O MATERIAL AND 210 LOW VOLTA5E GONTR01. WRING G. Nl MINIGPAL Nm STAR LAWS PLIERS AND RE611lATA5 60YEkNN5 RI3ATN6 TO ANY PORTION O THIS AORI: ARE HBiEDY INCORPORATD INTO AND MADE A PART OF LFIRRV UGLUDIN6 SfTI1:IN6 OF BACK F8D AREAS 83.011 t OR A p6RI0D OF qNE N T EAR FOIL ONN6 TE FILING OF Tf NOTICE fAMPIkil01L SHOULD ANY p�pg�g� D. M EXPAN5IGR LOOP OF 12 INGE', SHALL BE PROVIDED AT EACH HIRE CONNECTION ARDOR DIREGTONAL CHANGE Nm ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE THEDE IflCATONS AD THEIR PRO✓1805 BE GARRAED GUT BY TE CONTRACTOR ANYTNN6 GoNTAIHED IN THEE 5PEGIFIGATON5 SHALL NOT BE c0N5TRUED TO cONiJCT WTH ATION SYSTEM DSGOVERED NTHIN THE 6UYLWiE P6tmD lT 5bu1 cORREGTD BY Tf CONTRACTOR AT N0 ADDITONALL EOPEI5E TO 0 t NTHIN A REMOTE CONTROL M E SHALL BE DIRECT- BURIN. AYl TYPE, 512 A5 INDIGATD ON THE DRNM, AND IN NO CASE ".LER TAW 14 6.016E CONTROL VALVE. TAa TYN6fB STNmTOR�1Htt THAN�TIE1 TOITfPROVISIDT SIF�IAiGf DRNrIN65 Y TO B. GONiinAS SHAT BE TITER EPDXY $BLED PAG�T TYPE OR PEPBFTTE GON�LTOR9 E A CONTINDI6 RIM OF WIFE 5fbL1 EE 115ED BETN�N A GONTROII ER NID EKAi RBROTE CONTROL YN VE UNDER NO GRLUh6TMIGES SHALL SPLICER USED ATHOIT FRIOR APPRDVN OR FROM THE NEGE�SAR1' RIiAITS TO CORIiECT SAME SHALL � RIUPAItED TO TE SATISFACTION OF Tf OWER BY TIE cONTRAGTOR ALL AT NO ADOTOWL. COST TO G. CANNON Y1RE5 NHALL BE WN1E IN COLOR AD IN NO CASE SM .0 THAN 0 &WEE CONTROL WRES SH ALL BE RED (RIBS TNO OR MOTE CANTRCLLERS ARE USED, THE CONTROL ARIES 3.01 VALVES D. ALL MAT RA5 SUPPLIED FOR THIS PROJECT SHAL. BE N3N NO FREE FROM ANY VIEWS. ALL DEFECTIVE MATERIALS 5HA1 BE REPLACED IMMEDIATELY AT NO ADDITONAL C05T To SHAL BE A DIFFERENT COLOR FOR FACT GONiROLI.ER. THEE COLORS SHALL BE NOTED ON THE W= PIANO PAS LOCATED ON CONTROLLER DOOR). ONfR B. 611MRANIEE SNAIL B S48MU1TED ON GONTRVICTORS OWN LETTBREAD AC FOJ OWN WIRANTEE FOR 5PRINCIJ3t IRRIGATION Sf5TB4 N Ht3�1 6AWWiff THAT Tf SPRIKIN A AUTOMATIC CONTROL VALVES, BALL VALVES, &ATE VALVES, AND QUGK COUPLER VALVES SHAW. BE INSTALLED IN THE APPROXIMATE LOGAT016 INDICATED ON THE DRANNISS. 016ATON SYSTEM W HAVE F11RN6H®AD I1 MMO 15 M FROM DBiC75 IN MAT3RIM5 AD AMA SHIP AND THE AX 46 0 0 C4 RJETED IN ACCORDANCE AV I D. ORM AR ES SNALL BE GREEN IN COLOR NO IN NO CASE WA.0 t THAN 6 GAUGE E THE GONIRACTOR SHALL SECURE THE RE 7UIRJD ULBSES NO PETAflTS INGIJUDIN6 PAYMENTS O CHARGES AND FffS, 61ST RECJIIRED NOTICES TO RBIJC AUTHORITIES, VERIFY P�MUTS DRAWN66 MID SPECIFICATIONS ORDINARY YEAR AND TEAR AND UNUSUAL OR SLE�T IMMED. WE � TO REPAIR OR REPLACE ANT' DiiECTYE MAT m ANS TE B. VALVE SHALL INSTALLED IN SHRUB AREAS WHBfVER POYIBJ . SECURED OR ARRANGEMENTS MADE BY ORBS A FEGTN6 THE An OF THIS TLTIOR PERIOD OF ONE YEAR FRAM 5r1E O• FILN5 OF THE NOTICE OF COMPLETION ALSO TO REPAIR OR REPLACE ANY DAMAGE PLEATING FROM TIE REPAI RIS OR REPLLACIN , OF SUCH E. PROVIDE A 24' LONG EXPASDN LOOP FOR ALL DIRIEGTONk CHAT IN CONTROL ARE ROUTl6. DEPECTS 1.04 SUBMITTALS EVENT OOFAOUR F ADDITIONAL MACOST SU �AI�OR� A�TIIN THE ATIMME OR SPEGF� WAIF E�IPr OF TTB�N DNOTICE FROM ARTS l WRMZE TITHE � TO 21I IRRISATIM IEAD5 G. IN5TA1 ALL VALVES AS INDICATED IN THE RETAIL DRAWIN65 A MATERIALS LIST: HAVE 50 REPAIRS OR REPI MADE AT OUR DTI AND HE ALL PAY THE COSTS Am GHARIR3 iHEREFORE UPON DEMAND. D. VALVES TO BE ROT&LED IN VALVE BM SHALL BE METALED ONE VALVE PER BOX A SPRINKLER+EAD5 5HIML B OF TE MANUFACTURER 51ZE TYPE, WTH RADIUS O TIR01{ OM3RATN6 PRESSURE, AND 05GHUA6E RAT INDICATED ON THE DRANN65. I. SYS AWARD OF CONTRACT AND BioRE ANY IRRI6ATI011 SYSTEM MATERIALS ME DELNEtED TO THE JOB 517E SUBMIT TO THE OWEt A COMPLETE LIST OF ALL BRI6ATION PRO ELT MME: E Z�.�VpI� CONTROL VALVES A D WICK WPM VALVES 5HALL BE 15MAIM FROM TE MAINUE BY A BALL VALVE SIZED PER Tf LARGEST RC.V. IN THE MMUFOLD OR I U2 INCH FOR 5HI MATERIALS OR FROG PROH7SED TO fUR15+E7 AND I6TMLED AC PART OF THIS GONIRAGT. PROJECT LOCATON: B. POP UP NEAD5 Vdm RISER HEADS SHALL USED A5 INDICATED ON TIE DRAWIN65. QLV.S. 2. SHOW MANFACTURERS NAME Nm CATALOG NA4 FOR EKM IT�I, FURNSH COMPLETE GATMA6 WI5 Nm TEGNGAL DATq Fi1RN15H Tf MMIIFACTlR�5 iSGOMIhBmATOIS CONTRACTOR NAME: AC TO Tf METHOD O IISTAUATOH ADDRT�S: 3.06 VALVE BOAS 4: k11 5 KIWA NTAE5 5HAVL NOT THECA RdtGroR l LIABILITY Tf &UpRNTRT�EE SucH WAS ASUPPI EMffNr of &LNRANrEE 516r? PART III - EXECUTION A VALVE 900 SHALL BE INSTALLED IN 90 AREAS WBNEVER POUREI E B. 511B5TTUf10A5: DATE 3AI 517 folmlTAS B. EACH VALVE BOX SHALL INSTALLED ON A FOUNDATION O 3/4 INCH GRAVEL BACM�L, 2 GANG FEET MIUMM. VALVE BOXES SHAT BE INSTALLED NTH THEN TOPS V2 INCH ABOVE THE IF Tf IRRIGATION CONTRACTOR ASKS TO 510TTUTE ANY EMPMERT OR MATiRIMS FOR THOSE! EGLTTBNT OR MAT3RI��,yy LISTD ON TIE IitR16An0N DRAU*1 AND SPECIfICAT016 HE SURFACE OF BlRROUI %FINISH GRADE IN LAWN AREAS AND 3 IVES, ABOVE FN15H GRADE IN 6ROUlm COVER ARE/S. MAY Do 50 BY PAOVIDIN6 THE FOLM* WORMATAN TO THE LIVm56APE ARCHITECT OR OWNER5 AIMED REPRESENTATIVE Am CITY ILSPfLTOR FOR APPROVAL. PART 11 - MATERIALS A 1EFEGTIOHCz I. PROVIDE A 07EN STATEMENT INDICATN6 THE FPAu0l1 FOR WINS THE SUBSTITUTION. 1. PRIOR TO ALL WORK OF THIS SECTION, GAREFULY INSPECT TIE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL 90 An 15 COMP m TO THE RDIRr ABiS 50 BACKfLOYI PTSVENiES 2. PROVIDE CATALO6 GUT SHEETS TiC IM DATAp,, Mm PERFORMANCE IIUPORIMATON FOR EACH SUBSTITUTE ITIM. 101 SUMMARY THIS INSTALLATION MAY PROPERLY (414e E. 3. PROVIDE IN Al THE DIFFEH�ENGE IN IN STA. ED PRICE IF THE ITEM S ACCEPTED. AR TERIA S 5, OAR 6WE611N6aA lES STN MONTH � TED ND �WEDF� TAE 51EWPMABTNT�I6E T F � THAT DO NOT MEET TADS, Y AT IRR*AT �5 A�AS� IN STRICT AGODR NGE NTH ALL FERMENT C05 AND WALATONS, THE ORIGINAL DE516N, THE �NGED A INSTALL BAGCFLOW PRIEVBNTER UNIT AS INDICATED IN THE DETAIL DRANN65. IDS EAST* CONNION5 B. ISTAIL BAC"A SDaIE5 AT LOCATIONS APPROVED IN TIE FIELD AND AT HEIGHT REWIRED BY LOCAL CODES. Q A TECONTRACTORBALLVERIFYANDBEFAMILIAR ATH THE LOCATIONS SIZE MID DETAIL OFPOINTSOFCOMPON PROVIDED A6 THE SOURCEOFWATER ELECTRICAL SUPPLYMIDANY 1A.. PRESSURE FISUKYUK FROM POINT OFGOWIGNTHROUGHBACKFl. OWPREVENTIONUIT$ WA LL. BE TYPE K14AW COPPER PIPEORWleiWHI .E UNSINA5REAMED). B DISGREPAN THE LNWOFD15GREPANGY IMMEDIATELY NOTIFY TELAE% SGA" PEARGHIT WOR005 AUTHORIZED REPRESENTATIVE. G. INSTAL. AYE STRAINERS NmP REGUATOR5ON THE BitilASSEMBILY. J TWIROHE LINE CON�TON TO TIE IRWTIM SYSTEM. 2 00 NOT PROCEED NTH INSTALLATION IN AREAS OF DSPUANCY IN% ALL DPSGR�ANGIES HAVE �1 RESOLVED. B. FRESSURE SUPPLY LINES 2 INCHES IN PIN ES AND UP TO 25 INCHES IN PINES C ONOTtfAM OF Bill PREVENTION UNIT SHALL BE CLA56 315 SOLVENT YED PVC. PPN6 SHALL D. IF BACKFLOW PRPVERTER 15 WALLED ADJACENT TO A BALDING, WALL, OR OVER OBGTtUGTION, INSTALL UNIT 50 THAT TE 75T GOUGES ARE FACING MAYO MAY FROM THE B IRRIGATION OB16N 15 BASED ON THE AVAILABLE STATIC WAT3t PRESr; U E SIM ON of DRANN65 CONTRACTOR SHALL VERIFY STATIC WATER ON 'DE PROJECT PRIOR TO THE START OF CONFORM TO ASTM D224L G. 6RADE5: OBfiTiDJGTOE CAN5TRUCTON SHOULD A D150VANGY EAST, NOTIFY THE LANDSCAPE AMT CT AND OILERS AUT MED REPRESENTATIVE PRIOR TO BWNNIN6 CONSTRUCTOR 1. BEFORE STARTN& WORK, CAREN LY OR% AL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPIN5 ANN THE MIMED MATERIAL DEPTHS VIT4 RESPECT TO (� C. P SUPPLY LINES 3 INCHES IN DIAMES AND UP TO B INCHES IN DIAMETER DOWSTW M OF BAGKAAFI FREVEl l011 UNIT SHALL BE CASE 200 6KW JOINT PVC. PIPING SHALL FISH 6RADE E INSTAL BAG LM ENCLOSURE AS RECWAM BY TIE MAHUFALTAER C. PRIOR TO CUTTING INTO THE 501L, Tf CONTRACTOR SHALL LOCATE ALL CABLES CONDUT5 96 SEPTIC TANKS, AND OVER VNUT1E5 AS ARE CO MY ENCOUNTERED UNDERGROUND CONFORM TO ASTM 02241. 2 FINAL GRADES SHALT. BE ACCEPTED BY THE D 61M BEFM WORK ON THIS SECTION KILL BE ALLOW TO OWN Z AND HE SHALL TAKE PROPER P NOT TO DA AI OR DISTURB SUCH IfMPROVE E)ITS. IF A CONFLICT EXISTS TBTN�N THE SIGH OB5iAG.ES AV THE PROPOSED PM THE 3.10 SPRIWCI.ERHEADS Q CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE AXIII T NO 06 WHO KILL MANI FOR RELOGATONS, THE WNiRAGTOR KILL PROCEED IN Tf SALE KAM IF A ROCK D. PRESSURE SMY LINES 15 INCHES IN PINES AND SMALLER OF THE BAGKFLOW PRIaIBITION UNIT SHW L BE 5GEDU.E 40 SOLVENT WED PIG COIfORMIN6 iO ASW 121165. D. FIELD MEASUZB�BIT5 LAYER OR ANY OVER 5UC4 CONOT015 ARE ENCOUNTERED. I. MAKE ALL UEbARY WA51UfRENEil5 M THE FIELD TO BOX PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE OPA61ML OEM CONTRACTOR 90LL GOORDINATE THE A SPRINKLER HEADS SHALL BE USTALI.ED AS INDICATED ON THE DRANN65. E NON- PRE95URE LINES .15 W6 IN DIAMETER AND LAM DONSTRIEAM OF THE R11,10TE GORO. VALVE SHAD. BE W. 40 PVC. INSTALLATION OF ALL IRRISATON MATERIALS WTI ALL OTHER PORK. D. TIE CONTRACTOR 5HALL PROTECT ALL EXWNS UTHLITES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTOR. WARACTOR SHALL REPAIR AT HIS 2 ALL SCALED DIMBSAON$ ARE APPROAMAT . THE CONRRACTOR $HALL CM AND VERIFY ALL 512 DIM MOMS PRIOR TO PROGEfDINS NTH WORK UNDER THIS SECTION B. SPACING OF HEAT SHALL NOT EJM MAXIMUM INDICATED ON THE DRAKIN65. OWN COST, ALL DAMAGE RE5ULTN5 FROM HIS MMTI06 OR 18GLIMM F. ALL SPECIALIZED PIPING SHALL BE AC INDICATED ON THE DRAWING LBOW OR PETALS 3. EARN EXTREME CARE IN DUVATN5 AND AORIft REAR EASTN6 VI1LITES. CONTRACTOR SHALL BE RESV LE FOR DAMAGED TO UTILITIES NO ARE OWED BY HIS OPERATIONS 1E6LfGT. C. RISER NIPPLES SHALL BE OF THE SAME 512 AS 'RE RISER OPENUS IN THE SPRWIER BODY. (� E. THE IRRI&ATON CONTRACTOR SHALL COORDINATE WTH THE 61�RAL CONTRACTOR FOR INSTALLATION OF REpIIRED SETTLING AS SHbYW ON THE PLATS. 203 FETAL PIPE Mm FITTNY E M46RWKAIC INIBNT: D. FOP-UP SPRNK.ER HEADS SHALL NOT BE INSTALLED I51116 SIDE OUTLET OPBUNSSS _ 1.06 INSPELTONS A BRASS PIPE SHALL BE 05 PERCENT FIED Oft Al P5 STADAD 115 FIDIMS, SGEDU.E 40 SGREM PPE THE DRAAN65 ARE MENTALLY DIMM TIC. THE ME NO LOCATION OF EQUIPMENT NO FIXNRE5 ARE DRANK TO XALE IIEERE PO551I PROVIDE OFFSETS IN PIPING 01446E5 IN ECiIIPMENT LOCATIONS AS WCE55ARY TO CONFORM AV STRBCTJRE 5 IVD TO AVOID OBSTRJGTIOG OR MICT5 NTH OTHER NOW AT NO ADDITIONAL EXPOSE TO OWER E RISER RIPPLES ON RECYCLED WATiE R SYSTEMS SHALL BE IDENTIFIED ATH ADHESIVE VINYL MARKERS BEIM ffJN Q B! HEAD AND A MANN OF 101 0F6 ABOVE FINISH 6RADE (D A THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARGEITELT, ONES AUfHOR12D REPRESENTATIVE Am CITY INSPECTOR TO VISIT AND IM6PFLT AT ALL TIMES ANY PINT OF THE WORK B. BRA5G FITT1N655WALL BE MEDIUM BRASS, SGRIEWED IZ5 -FAAm G.A56. AND SHALL PROVIDE SAFE AGCE55 FOR 50 VISITS f. LAYOUT: 3.11 MI5CH3 Mfo15 EQUFMBNT B. REPT1E58ITATy�F TPoR 60 A6EIGI6 COINI�WiGTOR SOLE Y RI BIE FOR NOT R 11 11EGlAND5GpAd E A TECT ON 5 A G. COPPER PIPE ShIiLL BE ibW TYPE K OR /5 NORED ON Tlf DRNVN61i6Em OR DETAILS. IT�TI PRIOR � WORE THE GONiRACTOR 5RA1LL STAKE OUT Al PREiBITZE SUPPLY UN3, R.04111N6 AHD LOCATION OF RIRKI ER HEADS VALVES, BKIffIAW PRI?VE11B� AW A DOTAL Al ASSEMBLIES SPECIFIED HERON ACCORDS TO THE RESPECTIVE DETAL PIANO OR 5PEGFICAM ISI15 BEST STANDARD PRACTICES MINIMUM O 40 N0UR5 IN ADVA�EE WERE AdD WBN TIE WORIC 15 READY FOR TESTIS. SHOULD ANY WDRIC BE cOVE� NTHOVT T3TN6 OR rKGEPTNNGE, IT SHALL BE, IF 50 ORlJEilED, D. COPPER FITTINGS 5W+LL BE 501DBiED 7YPE. 2 LAYOUT IRR16ATI N SYSTEM NO MAKE MINOR 0045TPM ROW11 D DUE TO DIFIVIX S OAS 51TE AND PIANO YFERE PIPIN615 SHOWN ON PIANO M PAVED UNCOVERED AT TE CONiRACTOR5 EXP86E AR A5, BUT R MN16 PARALLEL AD ADJACENT TO PLANTED AREAS, I5TAL THE PPIN5 IN THE RANTED AREJ6. B. CLICK COUPLER VALVES SHALL BE SET APPROXIMATELY 12 INCHES FROM All G1f55, HEADER BOARD5, OR PAVED ARM HERE APPLICABLE C. DOPECTIM ALL BE FMIRED FOR THE F01,10% AT A M NEI 2.04 PLASTIC PPE AD FITTINGS 6. WATER SUPPLY GONE M TO OR TE ISTAUATON OF THE HATER SUPPLY SHALL BE AT TIE LOGAT06 9HOMI ON THE DRANN65. MINOR M65 GA15ED BY ACTUAL SITE C. UNLESS DESISED AS AN INfftSRAL PART OF THE IIIINSTION HEAD, ANT-DRAIN VALVES WILL BE I6TRUD UNDER EVERY HEAD, THE ANTI -DRAIN VALVE RILL BE THE SAME DIAMETER AS � L SYSTEM LAYOUT A PPE 5HML BE KAI MU 11V 10 MULUFAGT RER5 NAME NOMINAL PPE 511E %+EDULE OR CIA A PVC TYPE AND GRADE NATIONAL 5ANTATIM FOUNDATION APPROVAL, MI 5HALL BE MADE AT* ADD111I EXPOSE tO O ER. THE RISER NO BE INIB6RAL TO THE RISER .0568 MY. J 2. PRESSURE TEST OF IRRI6AION MAIN LIE HOURS AT 125 P51 OR W% OF 5TAtL WATER PRESSURE, NICHE EVER 15 GREATER) APPROVAL REGARED BY CITY INSPECTOR GOING& SUNDNIM 17E5WTIOK AND DATE OF EXTRSIOL Q 5. 00VERi6E TEST OF IRRI6AT015Y5TBM Br GAY I6iPEDT0W. H. ELEGTRIGN. MUGE: D. INSTALL RAN 5EN50R AS INDICATE) ON THE PIANO MID AS F ECM NDED BY THE MANUFACTURER 4. FINAL ISPECTOI PRIOR TO START O PERIOD B. AL RMITG PPE SHAT BE FXTRIAED OF AN IMPROVED PVC VIR61N PPE WWOU D IN ACGOFmANCE WITH ASTM 022A OR ASTM DM4. I. C,ON ECTIaG TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS 5HOIW ON THE DRANN6S MINOR CHANGES CAUSED BY SITE 001 IRONS SHALT. BE MADE AT NO 5. FINAL ACCEPTANCE ADDITIONAL EIVE SE TO OWER 312 now THE SYSTEM D. SITEOB5ERVAT06ANDTESTNSMLLNOT CAMMBNGENVDUTTEREfnPRANNSSMF MEDBYTEIRRI& AnONCONTRACTOR, RECORDDRANN65MSTCOMPLErEAVUPTo C SSOOGKETC'FIBThCK�fSTED�iYPEE.. HE�ROGGFITT MPROVIED BE51OE6A�AA'U.Fl 5HALIPPV To TnB� 'D� 2 GONIRACTORSIAWMAd�110 VOLT GONEGTOWTOTEIRRNSATONCONIRDllSS. ELEGT�2IGALPONER50URGET000NTROUERLOGATg55HWLBEPROVIDIDBYOTF65. A PRIOR To INSTALLATION OFSPRWJRNOIIlJxi, THE VALVE5 SHMLBEO' E�NmAFUL HEAD OFWMTN USED ToHO OUT 11ELIiES AND R15Et5. DATE FOR EACH SITE VISIT. 3.02 TRENGIN6 D. ALL THREADED RIPPLES SHAU. BE STADARD MOOT XMILE 80 NTH MOLDED THREADS AND SHALL CONFORI I TO A5TM D1105. B. SPRINKLER NOZZLES SWILL BE ISTALIM AFTER FILMS THE SYSTEM HAS BEEN COMPLETED. E IN6FAILS A BN�GIES5 FOR RBI+SPEG IT NOT N OR ACCEPTED ALL HILL COW. AID YIMAVON C OR ATTNNO LANDSCAPE ADD E*ENSSESETt pONBtWaS WIHORIZED REPRESENTATIVE Nm {CART 11 - MATERIALS A INDICATED ON DDRAINNSS TOO THE PEFV5 VERTICAL OEM FINiD 66M AND AS NOT A ERE LIES O05 AR CONTINUOUSLY ON � DIE51O � BE DERE�D B9A15�JBSm 3.13 ADAT145 THE SYSTEM NOT STORAGE AND HUADUN6 E AL SOLVENT CBPEITNG OF "M PPE AND FIT IN66 SHALL BE A TN95T P PROCES, 0* PRIMER AND SOLVENT CEMENT APPLIED PER THE MANFACTUERS REGO4EiDAn05. B. PROVIDE MINIMUM COVER OF 16 IICE5 ON PRESSURE SUPPLY LI1:Si 2 4 INCHES AND SMALLER PROVIDE MINIMA CRIER OF 24 IM ON PR WARE SUPPLY LINES 3 IM AND M A CONTRACTOR SHAD. ADJUST VALVES, ALIGN HEADS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO 00YERA9 75T. CEMENT SHALL BE OF A FLUID GOSST II NOT 6EL-LIKE OR ROPY. SOLVENT CB�ENTN6 SHALL BE IN COFCRMANLE ATH ASTM DZ64 NO ASTM DS. INCHES OF COVER ON PRESM SUPPLY LIKE, 4 INCH AND LAP6Bt A USE ALL MEANS +Ftd1fAR1' TO PROTECT IRIR6ATON 5T5T3M MAT311N5 GLRU6 AID A111� U6TALLATON AND i0 PROTECT THE 1+6TALlATION WORK VIm MATERIALS O ALL B. f n IS DETERMINED BY THE LANDSCAPE ARCHITECT OR CRIERS AUTHORIZED RIEi'RISBNTATVE THAT ADDITONA. AAISTMENTS OR NOZZLE CAMEL'S RILL BE REQUIRED TO PROVIDE OVER TRADES. INTE EVENT O PAMAllIMPEDIAMYMAKEALLRE!"Aft R�IAtBE115* 25SARYTo THE AGGEPrNCEOF THE LANDSCAPE ARCNTEGT AND OIER AND ATNo F. NoCONEGT10NI5PA5TCTOhET& RMALEADAPIERSSALLBE WdmT16HTBED , PLUS 0ETI NAllASTRAPRED. JOINTCOMPOUDSIRALL BEa -LEADBA5ETFLONFASTE G. PROVIDE MNIMMGOVERO '181NCH"Si FOR C,ONiRD AM. MIERCOVERA6E ALL RELE56 CH46E50RADMINEN15SSHALBE MADE PRIOR TO ANY RANTHIS ADDITIONAL COST TO THE OWNER. TAPEGR EYAAAL B. EM15E CARE IN HANDL.IN6 LOADING UNLOADING AND 5TORIN6 FL )l PPE no FITTN65 UNDER COVER UNTIL READY TO INSTALL. TRANSPORT PLASTIC PPE ONLY ON A VEHICLE WITH 1.05 BACKH7.01 FREVBNTION UNITS D. PROVIDE MINIMUM COVER OF 12 ING$S, FOR NON PRF'6UFf LIES. G. THE ENTIRE �Y�T�MSHAT BE OPER/ITIN6 PROPERLY tfF� ANY PLANTING OPERATIONS COMBNGE. A !� LONG ENOUGH TO AI FA THE Piq TO LAY FLAT TO AVOID ME DOING AD COCO TRATED EXIERLAI. LOAD. E PIPES INSTALLED IN A COMFDN TREI& SHALL FAYE A 4 LNG+ MINMUM SPACE EM PIPES. D. AUTOMATIC CONTROL. VALVES ARE TO BE ADJSTD 50 THAT THE SPIRWI.ER HEADS OPERATE AT THE PRE IN REGOMMBDED BY THE MANUFACTURER I.� CLEANUP AND DISPOSAL A THE liAGKflOYI PREVENTION UNIT 51UUJ. BE OF THE MAUFACTAER SIZE, AV TYPE INDICATED ON THE DRAWIN6J. F. PROVIDE SAND BALKfILL A MINIMUM OF 4 INCES OVER AND Um;3! ALL MAINLINE PSIS. 3.14 TESTIS AMm OBSERVATION 1v A 0SP05E OF WA5 B. THE BAC" FIEV9ITOI UNIT SHW1 BE INSTALLED IN ACCORDANCE NTH Tf REpNRBE115 SET FORTH BY LOCAL 001215. tE TRASfH Am DEBRIS IN ALLORIOMIGE W1H APPLGABE LANG MD OFDINANCES AND AC PRESCRIBED ESY AlTI40RITIE5 HAYING JIt15DIGTION IiAtY NO SiK+I OAST A DO NOr ALLOW OR CASE ANY O THE WORK O THIS SECTION TO TE COVERED UP OR ENCASED UUIL IT HAS BEER OBSEN®, 7 5TED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, q MATERIAL AND D�R15 ON THE SITE 8114116 OF TRW AND DEBRIS KILL NOT BE IVMITT P. THE CONTRACTOR SH& REMOVE AND P'll 02 RUBBISH AND PEERS 6BER T87 BY HIS C. THE BWI MERTON A55MY SHALL 0051ST OF BRASS PSIS, AM NO FITTINGS. 30 BWILLINS OWNS AND WMN6 AGENCIES. At AND WORKMEN AT NM ENT NT IM1 MA16OR NO ORDERED TO On 50 BY THE OW8R5 AUTHORIZED REPRESENTATVE. 2.06 VALVES A WRIL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJY.ENT SOL FREE OF DEBRIS, LITiER AND ROCCS OVER V2 INCH IN DAMETEt B. Tf CONTRACTOR SHAD. BE SOLELY 9M ME FOR WIFYIN6 THE LANDSCAPE ARCHITECT, OWER NO &OMNG ASENCE5, A MNMM OF 40 HODS IN ADVANCE, AM AND NO N B. AT THE THE OF COMPLETION THE ENTIRE STE KILL BE CLEARM OF TDOLS, MUIPOT, RUM AND O®RI5 NIGH SHALL BE DI5PIM O 07-5ITE N A L6iAL DISPOSAL AREA THE WORK 15 READY' FOR TESTIS. A GATE VALVES: B. BACI�ILL 5HIAL BE TR'I'ED IN 4-INGH LAVES UmER THE PPE LLD UNIF4Y ON BOTH 5108 FOR 11E FULL NDTHI OF THE TRL3IG+1 no Tf FULL tEN&T4 OF THE PPE BACKfILL d3 IOM TURNOVER ITEMS I. GATE VALVES SHALL BE OF THE MANUFACTURER SIZE AND TYPE MUTED ON THE DRANN65 MATE IAL5 SHALL BE 5UFPICBNi.Y DAMP TO PERMIT THOROUGH COMPACTOR, FREE OF Y005. WALT LL SHALL BE COMPACTED TO DRY 061TY EGUAL TO ADJACENT W157U M SOIL G. *0 THE SPRINW R SYSTEM 15 COMPLETED THE CONTRACTOR SHALL PERFORM A COVERAGE TEST O` EACH SYSTEM IN 175 ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE 14 2 GATE VALVES SHALL B 006TRUCIED OF A BROR� EDDY BONER AND 0150 AD A MMLfABLE IRON HNDA EE . SAM VALVES 5HAJ. HAVE THREADED CONECTOS. NO 5WALL W M TO ADJACENT 6RADE5. PLANTED ARMS 15 GOMR.ETE Nm ADEQUAtE IN THE PRE58NGE OF THE LANDSCAPE ARCHITECT. A RECORD DRAWN65 3. ALL GATE VALVES SHALL HAVE A MINMUM AXIN6 PRECUT OF NOT LESS TIUW W FS AND SHALL. CONFORM TO All STANDARDS. 1. RECORD ACCURATELY ON OE SET OF CONTRACT DRANNGS ALL OW6 5 IN THE AM COSTTITN6 DEPARTIRI:S FROM THE ORIGINAL WNTRAGT DRANN65. 6. FLOODING IN LED OF TMPIN615 NOT A.LME D. THE G NRRAGTOR SHALL FA15H ALL MATERIALS AND PERFORM ALL WORK WARED TO GORRECi ANY INADEQUAG15 O COVERAGE DUE TO DEVIATIN FROM THE PLO, OR TUBE THE y� B. BALL VALVES SYSTEM HA5 BEEN WLLRLLY INSTALLED AS UDIfATD ON THE DRAWN65 WBI IT 15 OBVIOISLY INADHiMTE NTHOUf BRN61N6 THIS TO THE ATTENTION OF THE LANDSCAPE ARGNTiCT. w 2 DRAA V IMEOM G OE ARCHITECT IN OW AUMORI2RI EKE M TO THE SATISFACTION OF THE OWE PRIOR TO FINAL INSPECTION O` WORK, SUBMIT 2 1. BALL VALVES SHALL LL B'. OF THE GTD OF 1 ARP STAINLESS 5110 BALI NOD STEM MALLEABLE IPDN HANDLE BALL VALVES SHALL HAVE THREADED LONECTOIS. D. UNDER NO GRCUMSTANGES 5HM1 TRUCK NELS BE M TO COMPACT Bill THIS TEST SHALL BE ACCEPTED BY THE LMGSGAPE ARCHTECT AND ACCOMPLISHED BEFORE STARTING ANY PIJJiTNS �. 3. DIMBSIOS fRDMUTO PERMANENT P00 O ROMICE SUCH A5 BIItDIE55 CURVES, ETC. 5HAL BE SHOAL DATA ON RECORD DRANN55 $RILL BE RECORDED ON A 3. ALL BALL VALVES SMALL HAVE A WNIMUM Am* PRGiBIRE 0: NOT L65 THAN ISO PSI NW SHALL C07fORIM TO AWWI STMDARDS. E PROVIDE SAND BAOKFILL A MINIMUM O 61NGf5 OVER Mm MR ALL PIPING UNDER PAVED AREAS. E FINAL INSPECTION RILL NOT COMMEU"E NTHOUT RECORD DRAWN65 AS PREPS BY THE IRRI6AnON CONTRACTOR q DAY TO DAY Bill AS THE Hill 15 Eft INSTALLED. ALL lET1ERIN6 dMBI70R�S SHALL BE MAMM lie ING4 IN 512E v 4. 901 LOGATOS AND DEPTS OF THE FO LOUN6 MS G. QUICK COUPLER VALVES; 3.04 PIPING 3.15 MAINTENANCE N A POINT OF CONNECTOR ON ID116 AAS METERS, BACKFILDA PREVBHTERS, M06M CONTROL VALVES E[W I. WK COUPLER VALVES SAW. BE OF THE MAN,FAG 5�g, AND TYPE INDICATED ON THE DRAWN65. q B. ROV%OF5PRIId.ERPRES5UR LINES ( DIME51O65NONATAMMUMUMOF107fEETAAN6R0Uf <Ns 2 OUIGKCOMB VALVES %4LgBEE Rills& ATH ANL GKN�6IARANTEEDTOATSTMmRORM MORKIN6PRE55UREOF150P51WTEpJTLEAME .VALVESSHALLHAYE A SPIN& UDEREX 15nNSFAVB�BHT MAY BE INSTALLED BYJAGKIN6, BORING, ORHYDRIGPRIVINS. NOHYDRA11. ICDRIVIN515 PERMITTED UDERA5RAIFil �BNL DURIN5 THE MAIRIBNMNGEPERIM THE CONTRAGTOR5HALLADJU5T AND KWAIN THE IRWTIOR SYSTEM INA FULLY OPERATIONAL C 4101IONMWIDAN6GOIF IMIRWTONCOAR46ETOALL 4. . AAUUTTOOMVATI6 REMOTE CONTROL VALVES AND ISOLATION BALL VALVES VV � A AAATERT16HrKIG I EGION SOIL BE VALVES KAAM TO ETAS THE 0cO>�ER ICY AM V N�6E�G0 5HW1 BETTE PURFM CONIS KEY 15 REM TYPE: cmTTRzT m6 B. GIm* OR BREAKING O° EXISTING PAVBm 15 NOT PERMITTED. INTENDED PLAN11N65. E QUICK COMPILING VALVES AND WATION TALL VALVES AIR A RUBB IKE AK COVER. 3.16 GDMPLETIDN aEA1N6 F. ROANS OF CONTROL IM 3. VINYL OAGC COUPLER COVER FOR RECLAIMED SLATER G1 a COUPLER VALVES TO BE PURPLE IN COLOR WTH THE AORI)5'AARUN64GYco (RECAMED) AAT3R -00 NOT DRIK G. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT SCALE, EIURR5 REMIN6. INSTALL PIPE WIT+ AL MARKING{ UP FOR VISUL. ISPECnON AND 6. RRI6ATON PEfRWamY MARL® ON LID FOR RECYCLED SYSTEM. VERIFICATION GLEAN4UP SHALL. BE MADE AS EACH PORTION OF THE WORK PR06RESSE5. REFUSE AND EXCESS DIRT SWILL BE 000 FR.0M THE SITE, ALL WALKS AND PAVANS SHALL BE BR.0O80, AND ANY H. REUTED EGDIPMBIT AS MAY B DIREGTD DMMA6E SUSTAINED ON TIE WORK OF OTHERS 5HW L BE REPAIRED TO ORIGINAL CONDITIONS. Q 5. MAINTAIN RECORD DRAWINGS ON TE AT ALL TIME. cOMPLETON O TRANSFER ALL M -BUILT IFORIMATON AND DIENSMIS TO REPRODUCIBLE SEPIA PRIN15. D. ALPOMATG CONTROL VALVES D. REMOVE ALL DENTED AND DAMAGED PIPE SECTORS. d 6. FINAL NS •BUILT PLANS SWd1 BE PREPS BT EMUS FROM THE DTMEN5I05 DIED Br of CNTRACTOR L AUTOMATIC GONRROL VALVES SHALL BE OF THE MNUFAG�U� 51Zf Nm 1TPE IR�AiED ON Tf DRNMIN65 END HF SECTION 1. FINAL AS-NLT PANS S O L BE DWIFIED CLEARLY TO THE SATISFACTION OF THE CITY AND THE ORIGINAL MYLAR5 SHALL BE SUBMITTED TO THE CITY FOR THEIR 01 ro. J. AUTOMATIC CONNIVE VALVES 5HALL 2E ELEGTRU.LY OPfftATED. 0. TIE FINAL A5-3UILT PENS KILL BE RE ED TO BE APPROVED, BY THE CITY AND FATAL MYLAR5 ALL BE RE ic? TO BE APPROVED no Sim Br THE CITY PRIOR TO CITY R IEEE OF SECJRTIE5. �p�►DSCAPF M O �ACp Qsttersop 'N69�d O B. CONTROLLER CHARTS: I. RECORD DRAWN65 MUST BE APPROVED BY LIdmSGAPE AFGMTEGT ADVOR OW8R5 ARNOR120 RBRESBNTATYE BEFORE CARTS ARE PREPAlD. ? R , N 2 PROVIDE ONE GONE IIR CW FOR EACH KWIC WITROLJJ3t CART SHALL 90 THE AREA COVERED BY THE PARTICUAR 0MR50 3. THE CHART 15 TO BE A REDUCED COPY OF THE ACTUAL RECORD' DRMNN6. IN THE EVENT If CONTROLLER SEYABNCL 15 NOT LESIM *5 THE DRANN615 RELUGED, IT SHALL BE r MAW TO A READABLE 92 �� v c �� �� � A www.gmplandarch.com 4125 Sorrento Valley Blvd. � 4. W8N COMPLETED AND APPROVED, THE CART SWILL. � fERME1ICAJ.Y S11ltD � TMD PIECES OF PLASTIC, EAC+I PEGE BEING A MINIMUM 20 MIIL5IN TNGKIEffi. * � e � . ' I , co v 2-13 �e. - _ Suite D San Diego cu - CP, a e e �� California 92121 r 4%N � Tel 858 558 8977 OF CA`\ Fax 858 558 9188 1L 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. PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS W d SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal Z IM�N DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC N/A P1gr repared Under Supervision Of gy. By: IRRIOAtTION SmIr- l"TIONS ieORP ALTA 10900 -G IN SW COR OF DRAIN INLET AT W SIDE OF PARKING - [•g.E ASIH MAHER -A LOT ON S SIDE SAXONY PLACE 200 FT W of Vertical ENE) QRuHIN SAXONS ROAD, PUEBLO STREET &QUAIL GARDENS DRIVE Q LL SAXONY ELV.= 175.189' NAVD'88) N/A R.L.A. No. 3503 Date: 3 /1q,11s Date: CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 28 OF 51 d O J I � I " ■ to LU lY ILI LL ALTA T= 60 x TIME = MIN rc m CIO PRESSURE LOSS CALCULATIONS 1.00 WATER TYPE WATER TYPE RECYCLED WATER ETO X x HA .62 'OE' 0.80 TURF 416 HYDRAULIC GRADE LINE HIGH 0.7-0.9) DATE 0.5 SHRUBS & GROUND,COVER (SPRAY&ROTOR) PROJECT METER NUMBER A PROJECT ALTA = I'.SEE BELOW FOR SQUARE FOOTAGE METER SIZE 1.5" JOB NUMBER W, VERY LOW 0.1)" 0.6 SPRAYS CLIENT ......... . 0.9 DRIP 0.70 TREE METER ELEVATION 240 LOCATION Encinitas �zz�, ,.ID 39w W EWU 169614 GP '90- STATIC PRESSURE 77 CLIENT .00 GPD WATER DISTRICT VALVE NUMBER CHECKED 3 CONTACT 0.50 ROTOR (Eto x 6.5 x HA x .64)/.60 GPM AT VALVE 21 'PREPARED BY (Eto x 0.8 x HA X.62 l.60 M 0.30 DRIP KC .......... . .. .... . . . . . . . . . . . PUMP Psi 0 WATER DISTRICT (Etc x 0.5 x HA x .62)/.85 TOTAL SQ. FEET:;­ 47,079 EWU 2000.18 ACRE:. 1.08 GPD SERVICE LINE 4.64 0.45 SLOPE *EWU based on metering 5days G I PY* Ad. FTlyr . ..... . . .......... WATER METER 2.50 math no effective rainfall, 4 CU. F T1 yr 0.85 ROTOR I'll 411 0.70 TREE WYE STRAINER ­6ACKFLOW 2.00 GPY AC. FT 1.85 0.85 BUBBLER PREV94fER 12.00 11.85�SPRAY per meek, 52 weeks per year, 80432.63 8 MASTER VALVE 1.50 0.85 BUBBLER, WA=Eto x 0.7 x AREA x 0.62 DAILY MA WA: 2,772 0 FLOW SENSOR 1.00 3.10 SHRUB ROTORS T MAINLINE 6.34 STATIONS' 0 MINUTES ISOLATION VALVES 1.40 MINISTA 10 X REMOTE CONTROL VALVE 3.10 SHRUB ROTATORS SLOPE T= 10 LATERAL LINES 3.70 167 'MINUTES 6. 1 6 1 0 - S I P oiAy 5HEAD LOSS -25.98 TURF ROTORS T BOOSTED PSI MISC LOSSES 0 T 19 X nl�, SUBTOTAL 11.60 'MINUTES Sp FITTING LOSSES 3.76 TURF SPRAYS I ... . . . ........... SUB TOTAL FROM ABOVE 11.60 7 X 0 11 S I T I A . T - REQUIRED PSI At LAST HEAD 40 MINISTA ........ TOTAL 55.35 12 x SHRUB SPRAYS STATIC PSI 77 WINUTES STAT164§','­­ 0 BOOSTED PSI 0 MIN/STA PSI REQUIRED 55 SLOPE T= SHRUB DRIP T RESIDUAL PSI 22 STATIONS' , IONS 146 ALTA T= 60 x TIME = MIN rc m CIO U.115 BMW" 1.00 WATER TYPE ESTIMATED WATER USE EWU (GPD) ETO X x HA .62 'OE' 0.80 TURF 416 (wuc6L9 HIGH 0.7-0.9) PF 0.5 SHRUBS & GROUND,COVER (SPRAY&ROTOR) PROJECT 6.50 SHRUB M Ef ER Si2i (WUCOLS LOW 0.1-0.3, MOD 0.4-0.6) = I'.SEE BELOW FOR SQUARE FOOTAGE 0.62, 0.45 SLOPE IE (WU601-9 VERY LOW 0.1)" 0.6 SPRAYS CLIENT ......... . 0.9 DRIP 0.70 TREE 0.85 BUBBLERS ZONE TYPE: AREA (SQ.FT.) l SHRUB ROTATORS �zz�, ,.ID 39w W EWU 169614 GP '90- PR I.WSPRAY TURF ROTORS .00 GPD WATER DISTRICT (Etc x 0.8 x HA x .62)/.85 SHRUB SPRAYS S ................. EWU 0.00 GPD 0.50 ROTOR (Eto x 6.5 x HA x .64)/.60 TURF SPRAYS - EWU 0.00 GPD . ...... . (Eto x 0.8 x HA X.62 l.60 SHRUB bw 0.30 DRIP KC (Etc x 0.5 x HA X 0.60tSPRAY (WUCOLS TREE BUBR WBL 0.00 GPD 3.00 BUBBLER (Etc x 0.5 x HA x .62)/.85 TOTAL SQ. FEET:;­ 47,079 EWU 2000.18 ACRE:. 1.08 GPD IE 0.60'SJPRAY' 0.45 SLOPE *EWU based on metering 5days G I PY* Ad. FTlyr . ..... . . .......... per meek, 52 meks per year, 69520.28 54,333 EWU 2314.14 math no effective rainfall, 4 CU. F T1 yr 0.85 ROTOR I'll 411 0.70 TREE 4 , YEARLY MAWA:' 876,545 ............ .... .... GPY AC. FT 1.85 0.85 BUBBLER 0.90 DRIP PR 11.85�SPRAY per meek, 52 weeks per year, 80432.63 8 Wth no effective rainfall. 0.85 BUBBLER, WA=Eto x 0.7 x AREA x 0.62 DAILY MA WA: 2,772 0 6.5b'ROTOR YEARLYA&AWA: 1,011,604 3.10 SHRUB ROTORS T 12 X 0 STATIONS' 0 MINUTES SUB TOTAL FROM ABOVE MINISTA 10 X 8 3.00'BUBBLE]t,, SHRUB ROTATORS SLOPE T= 10 16 STATIONS 167 'MINUTES 6. 1 6 1 0 - S I P oiAy STATIC PSI MINISTA TURF ROTORS T BOOSTED PSI 0 TURF ROTORS T 19 X nl�, STATIONS 0 'MINUTES Sp MINISTA I'll, 1'� TURF SPRAYS I ... . . . ........... TURF SPRAYS T 7 X 0 11 S I T I A . T - 0 MINUTES ES MINISTA ........ ....... .. . 12 x SHRUB SPRAYS STATIONS 4 WINUTES STAT164§','­­ 0 'MINUTES MINUTES MIN/STA SHRUB ROTATORS SLOPE T= SHRUB DRIP T i8 X a STATIONS' , IONS 146 MINUTES STATIONS MIN/STA MI N/STA MINISTA TREE BUBBLERS T 3 x 0, STATIONS" ' ....... 6 MINUTES MINUTES 0 MINISTA MINISTA TOTAL I. 314 MINUTES Mum TURF SPRAYS T= 7 5.23 0 I total number of stations: 24 58.060/6 OF 9HR HOURS total number of stations:' OVERHEAD ZONES: i 279 HOURS 'OF 9HR 1. STATIONS = DRIP ZONES :: 2.44 HOURS ALIA PRESSURE LOSS BMW" 1.00 WATER TYPE ESTIMATED WATER USE EWU (GPD) ETO X x HA .62 'OE' HYDRAULIC GRADE LINE 416 E T o 0.11 8 'A VG. DAILY Etc Per y a PF 0.5 SHRUBS & GROUND,COVER (SPRAY&ROTOR) PROJECT 0.8 TURF (SPRAY & R6,Y61R) M Ef ER Si2i 0.5 SHRUBS (POINT SOURCE & DRPU NE) HA = I'.SEE BELOW FOR SQUARE FOOTAGE 0.62, = CONVERSION FACTOR OF UNITS TO GPD IE 0.85 ROTORS STATIC PRESSURE 0.6 SPRAYS CLIENT ......... . 0.9 DRIP VALVE NUMBER CHECKED 0.85 BUBBLERS ZONE TYPE: AREA (SQ.FT.) l SHRUB ROTATORS �zz�, ,.ID 39w W EWU 169614 GP '90- PREPARED BY (Eto x 0.5 x HA x.62)/.85, TURF ROTORS .00 GPD WATER DISTRICT (Etc x 0.8 x HA x .62)/.85 SHRUB SPRAYS S ................. EWU 0.00 GPD PEAK Eto, (Eto x 6.5 x HA x .64)/.60 TURF SPRAYS - EWU 0.00 GPD . ...... . (Eto x 0.8 x HA X.62 l.60 SHRUB bw . .. ... fV10 304.03 GPD KC (Etc x 0.5 x HA X 0.60tSPRAY (WUCOLS TREE BUBR WBL 0.00 GPD EWU 252.78 (Etc x 0.5 x HA x .62)/.85 TOTAL SQ. FEET:;­ 47,079 EWU 2000.18 ACRE:. 1.08 GPD . . . . . .. . - EWU 0.00 520,646 1.60 0.45 SLOPE *EWU based on metering 5days G I PY* Ad. FTlyr (WUCOLS per meek, 52 meks per year, 69520.28 54,333 EWU 2314.14 math no effective rainfall, 4 CU. F T1 yr MA WA =Etc x 0.7 x AREA x 0.62 DAILY MAWA.,t j Z401 I'll 411 0.70 TREE 4 , YEARLY MAWA:' 876,545 ............ .... .... GPY AC. FT 'MASTER VALVE PRESSURE LOSS CALCULATIONS 1.00 WATER TYPE RECYCLED WATER 1.40 HYDRAULIC GRADE LINE 416 ._ DATE .1614 011 METER NUMBER B PROJECT ALTA M Ef ER Si2i Iasi .1 . . .............................. ... . . . ....... flIET11ING LOSSES . .. . . . ...... . . .... . ............. . .. ..... . . 4.44 METER ELEVATION Z. LOCATION Encinitas STATIC PRESSURE 77 CLIENT STATIC PSI VALVE NUMBER CHECKED 26 CONTACT PSI REQUIRED GPM AT VALVE 25 PREPARED BY . ..... ............ . PUMP PSI 6. WATER DISTRICT Dleil 'MASTER VALVE 1.50 FLOW SENSOR 1.00 !MAINLINE 18.05 ISOLATION VALVES 1.40 'REMOTE CONTROL VALVE 3.10 ,LATERAL LINES 3.70 HEAD LOSS 0.62 ,MISC LOSSES 0 SUBTOTAL. Iasi .1 . . .............................. ... . . . ....... flIET11ING LOSSES . .. . . . ...... . . .... . ............. . .. ..... . . 4.44 ISUB TOTAL FROM ABOVE LOCATION 16-414 =REQUIRED PSI AT LAST HEAD 40 TOTAL BUBBLERS STATIC PSI 77 BOOSTED PSI (Eto x 0.8 x HA x.62 85 PSI REQUIRED EWU 2,061.36 RESIDUAL PSI GPD ETo 0.118 A\ib. DAILY Eio 42.0 per year RUN -TIME CALC b.5' SHRUBS & GROUND COVER (SPRAY&ROTOR) --------- - - 0.8 TURF (SPRAY ALTA .......... 0.5 SHRUBS (POINT SOURCE & DRIPLINE) DATE HA = SEE BELOW FOR SQUARE FOOTAGE METER'S' f CONTROLLERW 0.62 T= 60 x INTERVAL x PEAK Eto x KC METER SIZE RECYCLED WATER ZONE TYPE: AREA METER ELEVATION PlRxIE� LOCATION Encinitas 0.9 DRIP 87 CLIENT BUBBLERS TIME = MIN ZONE TYPE: AREA Sd5Tj (Eto x 0.8 x HA x.62 85 SHRUB ROTATORS. EWU 2,061.36 GPD GPD INTERVAL 1.4 WATER 5 DAYS /WEEK TURF ROTORS ffwu-- 0.66 GPD (Eto x 0.8 x HA x .62Y.85 PEAK Eto, 0.118 0.00 GPD . ...... . ...... (Etu x 0.5 x HA x .62Y,60 wippe EWU 326.14 TURF SPRAYS KC 0.80 TURF 0.60tSPRAY (WUCOLS HIGH 0.7-0.9Y GPD EWU 252.78 GPD 0.50 SHRUB B I . .. ... .. . . ..... . . ...... .... .. (WUddl-S LOW 0.1 -0A, MOD 0.4-0.6) . . . . . .. . - EWU 0.00 'bob 0.45 SLOPE (Eto x 0.5 x HA x .62Y.85 (WUCOLS VERY LOW 0.1) 54,333 EWU 2314.14 - - - - - - ---- - ------ ISOLATION VALVES ACRE: I'll 411 0.70 TREE per week, 52 meeks per year, ............ .... .... 6"1,676 1.85 0.85 BUBBLER 601��7 -EWU based on ve'ta'd-ng'-5­d"ay­i ... . ......... . .. ... PR 11.85�SPRAY per meek, 52 weeks per year, 80432.63 8 Wth no effective rainfall. *U. , FT/yr WA=Eto x 0.7 x AREA x 0.62 DAILY MA WA: 2,772 0 6.5b'ROTOR YEARLYA&AWA: 1,011,604 3.10 I MINUTES GPY MINISTA FITTING LOSSES 036 DRIP SUB TOTAL FROM ABOVE SHRUB ROTATORS SLOPE T 10 X 8 3.00'BUBBLE]t,, 40 MINUTES ............ . .. ..... . . .. ..... MINISTA IE... E 6. 1 6 1 0 - S I P oiAy STATIC PSI 87 TURF ROTORS T BOOSTED PSI 0 0 0.85 ROTOR `PSI REQUIRED ST ........... RESIDUAL PSI: Sp 6.90 DRIP TURF SPRAYS T= 7 X 0, 0.85 BUBBLER, 0 MitkbttS SHRUB ROTORS 12 x 0",- STATIONS 0 WINUTES 0 STATIONS, MIN/STA MINUTES SHRUB ROTATORS SLOPE T= 10 0 x is STATIONS = 188 :MINUTES 9 STATIONS MIN/STA 'Mmum MINISTA TURF ROTORS T= 19 9 X "I'll TREE BUBBLERS STATIONS 0 MINUTES 0 STATIONS = MINISTA MINUTES Mum TURF SPRAYS T= 7 X 0 STATIONS 0 "MINUTES 4.14 HOURS total number of stations:' 17 SHRUB SPRAYS T- 'OF 9HR 1. STATIONS = 0 MINUTES OVERHEAD ZONES:' 1,39 MINISTA . .... .. .. ........... SHRUB DRIP T- 18 X 9, STATIONS --165 *-114' OT-E-S, rvimm TREE BUBBLERS Tz 3 X 0 STATIONS' = 0 :MINUTES MINISTA TOTAL, 353 MINUTES 5:88 ,HOURS_. total number of stations:, 27 65.32% -OF 9HR OVERHEADZONESI 3.14 ;HOURS bRip ZONES: z 2.74 HOURS ETo 0.118 A\ib. DAILY Eio 42.0 per year OF b.5' SHRUBS & GROUND COVER (SPRAY&ROTOR) --------- - - 0.8 TURF (SPRAY HYDRAULIC GRADE LINE .......... 0.5 SHRUBS (POINT SOURCE & DRIPLINE) DATE HA = SEE BELOW FOR SQUARE FOOTAGE C 0.62 = CONVERSION FAcfbk OF UNITS TO GPD METER SIZE 0.85 ROTORS ZONE TYPE: AREA METER ELEVATION 0,6 SPRAYS LOCATION Encinitas 0.9 DRIP 87 CLIENT BUBBLERS VALVE NUMBER CHECKED ZONE TYPE: AREA Sd5Tj (Eto x 0.8 x HA x.62 85 SHRUB ROTATORS. EWU 2,061.36 GPD GPD .................... (Etc x•0.5 x HA x 62y. 0 TURF ROTORS ffwu-- 0.66 GPD (Eto x 0.8 x HA x .62Y.85 6.14 B SHRUB 0.00 GPD . ...... . ...... (Etu x 0.5 x HA x .62Y,60 wippe EWU 326.14 TURF SPRAYS EWU 0.00 GPD 0.60tSPRAY (Etc x 0.8 x HA XMJI.180 12.00 GPD EWU 252.78 GPD 1.50 (Eto x 0.5 x HA x .62Y.90 045 ROTOR TREE BUBBLER . . . . . .. . - EWU 0.00 'bob (Eto x 0.5 x HA x .62Y.85 3.16 TOTAL SQ., FEET: 54,333 EWU 2314.14 - - - - - - ---- - ------ ISOLATION VALVES ACRE: 1.25 d0b per week, 52 meeks per year, ............ .... .... 6"1,676 1.85 0.85 BUBBLER 601��7 -EWU based on ve'ta'd-ng'-5­d"ay­i ... . ......... . .. ... FAC FT/yr per meek, 52 weeks per year, 80432.63 8 Wth no effective rainfall. *U. , FT/yr WA=Eto x 0.7 x AREA x 0.62 DAILY MA WA: 2,772 0 o YEARLYA&AWA: 1,011,604 3.10 I MINUTES GPY RUN-TIME ALTA Tm 60 x INTERVAL x PEAK Eto x KC PR x IE TIME= -MIN PRESSURE LOSS CALCULATIONS WATER TYPE RECYCLED WATER HYDRAULIC GRADE LINE 418 DATE 0.9 ;DRIP Ill NUMBER C koku ALTA METER SIZE ZONE TYPE: AREA METER ELEVATION 11.85;SPRAY LOCATION Encinitas STATIC PRESSURE 87 CLIENT aft, VALVE NUMBER CHECKED 7 CONTACT (Eto x 0.8 x HA x.62 85 GPM AT VALVE 19 PREPARED BY GPD Pump Psi 0 WATER DISTRICT maim-, . SERVICE L I N 6.14 GPD 3.00, BUBBLER WATER METER 1.80 SHRUB DRIP wippe EWU 326.14 WYE STRAINER 2.00 IE 0.60tSPRAY 'BACKFLOW PREVENTER 12.00 GPD ,MASTER VALVE 1.50 TOTAL SO. FEET: 045 ROTOR 'FLOW SENSOR 1.00 0.37 GPD MAINLINE 3.16 ------------ - - - - 0.90 DRIP - - - - - - ---- - ------ ISOLATION VALVES 1.40 per week, 52 meeks per year, REMOTE CONTROL VALVE 3.10 4th no effective rainfall. 0.85 BUBBLER LATERAL LINES 3.70 YEARLY A44 WA: 300,579 HEAD LOSS SHRUB ROTORS T = 'MISC LOSSES 0 o 'sf ibkS SUBTOTAL' I MINUTES MINISTA FITTING LOSSES 2.98 SUB TOTAL FROM ABOVE SHRUB ROTATORS SLOPE T 10 X 8 REQUIRED PSI AT LAST HEAD 40 MINUTES TOTALzi MINISTA STATIC PSI 87 TURF ROTORS T BOOSTED PSI 0 0 STATIONS `PSI REQUIRED ST ........... RESIDUAL PSI: Sp RUN-TIME ALTA Tm 60 x INTERVAL x PEAK Eto x KC PR x IE TIME= -MIN MATED XWX 0.62 = 0.5WSHRUB (UCOLS LOW 0.1-0.3, MOD 0.4-0.6) 0.85 ROTORS 0.6 SPRAYS. (WUCOLS VERY LOW dAj 0.9 ;DRIP 0.70 TREE 0.85 BUBBLERS ZONE TYPE: AREA Pk 11.85;SPRAY EWU 346.70 GPD (Etc x 0.5 x HA x .62Y.85 TURF ROTORS EWU 0' g� 00 GPD (Eto x 0.8 x HA x.62 85 SHRUB SPRAYS M \0 N EWU 0.00 GPD 0.30 DRIP .............. . . 4- TURF SPRAYS ..... .. . EWU 0.00 am g\�, GPD 3.00, BUBBLER ;(Eto x 0.8 x HA X.62Y.60 SHRUB DRIP wippe EWU 326.14 GPD IE 0.60tSPRAY TREE BUBBLER EWU 0.00 GPD (Eto x 0.5 x HA X 62Y. 85 TOTAL SO. FEET: 045 ROTOR ACRE::..... CRE: 0.37 GPD ............ 0.54 0.90 DRIP *EWU based on mtering 5days GPY* AC. FT/yr per week, 52 meeks per year, 23385.76 4th no effective rainfall. 0.85 BUBBLER MAWA=Eto x 0.7 xAREA x 0.62 DAILY MAWA: 824 YEARLY A44 WA: 300,579 6.92 SHRUB ROTORS T = u x' o 'sf ibkS 0 I MINUTES MINISTA SHRUB ROTATORS SLOPE T 10 X 8 STATIONS 84 MINUTES MINISTA TURF ROTORS T 19 X 0 STATIONS 0 MINUTES ........... MINISTA TURF SPRAYS T= 7 X 0, STATIONS 0 MitkbttS SHRUB SPRAYS T = ---MINISTA 4 ........ ..... , X 0 STATIONS, 6 MINUTES SHRUB DRIP T 18 x 9 STATIONS 16 s 'Mmum MINISTA TREE BUBBLERS T 3 X 0 STATIONS = 0 MINUTES Mum TOTAL 7 24-8 MINUTES 4.14 HOURS total number of stations:' 17 45.96% 'OF 9HR OVERHEAD ZONES:' 1,39 !HOURS DRIP ZONES: 2.74 HOURS MATED XWX 0.62 = CONVERSION FACTOR OF UNITS TO GPD llz� = 0.85 ROTORS 0.6 SPRAYS. 0.9 ;DRIP 0.85 BUBBLERS ZONE TYPE: AREA SHRUB ROTATOR S§ EWU 346.70 GPD (Etc x 0.5 x HA x .62Y.85 TURF ROTORS EWU 0' g� 00 GPD (Eto x 0.8 x HA x.62 85 SHRUB SPRAYS M \0 N EWU 0.00 GPD (Eto x 0.5 x HA x .62Y.60 .............. . . 4- TURF SPRAYS ..... .. . EWU 0.00 am g\�, GPD ;(Eto x 0.8 x HA X.62Y.60 SHRUB DRIP wippe EWU 326.14 GPD (Fto x 0.5 x HA x .62Y.66 TREE BUBBLER EWU 0.00 GPD (Eto x 0.5 x HA X 62Y. 85 TOTAL SO. FEET: -1-6,-144 EWU =i ---E7-2-.83 ACRE::..... CRE: 0.37 GPD ............ 0.54 *EWU based on mtering 5days GPY* AC. FT/yr per week, 52 meeks per year, 23385.76 4th no effective rainfall. CU.FTlyr MAWA=Eto x 0.7 xAREA x 0.62 DAILY MAWA: 824 YEARLY A44 WA: 300,579 6.92 GPY A6. FT. Z CD Z ALL (D D 0 LL DSCAP ce) C:) 04 T www.qmplandarchxam - 0 CY) j -2 4125 Sorrento Valley Blvd. L we -13 Suite D ban Diego tP CU a a . . . California 92121 4 OF Tel 558 558 8977 CF& Fax 858 558 9138 CU 7-m-mmm REVISIONS A 'd Date REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By TChecked By REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PT. NO. 1026 (ENC-26) OF CITY OF ENCINITAS I Uj SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC N/A �repared Under Supervision Of By: By. 64�- IRM16ATION CALCULATIONS FOR' ALTA 10900-G IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING Date I-S' IIASI� MAHER Mom SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE < LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical SAXONY ELV.=175.189' (NAVD'88) N/A RA.A, Na Date: 3/1 di Date: IMP ��3 CASE NO. 11-115 TMDBMOD/BA/DR/CDP/EIA SHEET 2q OF 61 0 I tTJ U W fY R i i 16 Q Z W J_ !L ONS I MATGHL, I NE 5EE 5HEET 30 5TABILIZED P.S. PATH 1. .Y y.• 1 =__• N- MIXTURES AND RATES OF . P' I-14ATION FOR. HYDROSEED MIXES, MIX 01 I'THIS MIX 15 • E• SYMBOL ::r rI crr R ISE Jl6V= . .iMI _ .!Muir: 1.5 i!.dr. .-u VISTICALIS 5FICATA 4 baw SPIRTACK dMINI SOL BINDER 120 .I ALL WDROSEEDINS, IS AVAILABLE FW RYMILANT WTROSIMNS, 1111% CONTACT ROB WAANN AT (1160) 144-IMO I I :I ON n PLAN TO THE SOL AND KANT LABORATO111Y FOR TESINS. THE -DI: - - I I ' TESTS I I . &A , .R6 XVA D "b- D - - - 'r: - AND MAINTENANCE F91ITILIZATION'. THE C*MJCTOR SAL I •..I `I :r TO FOLLOK <E*%rMAF Q C7 �Q V O�y/ LL J Q �pNDSCAPF M ��� Qstteraoq �69cti O 3 Q IN Ve T www.gmplandarch.com J * ' * � J I• �' 20 IO O �O 40 60 4125 Sorrento o Valley Blvd. Suite D San Diego SGALEc: �O' —O° CP ee \� California 92121 Tel 858 558 8977 c Date CITY OF ENCINITAS BENCH MARK Designed B Drawn B Checked B OF CAI.` Fax 8585589168 � SCALE g y y y REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS W SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal "NTINO FLAN FOR: c•r DESCRIPTION: 2.5 CITY OF ENCINITAS BRASS DISC N/A ar� epared Under Supervision Of • By: a4A• A.,O^a4 By. , j ALTA 10900 -G IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING ate 1.5.13 BARONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE Q LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical SAXONY ELV.= 175.1189• (NAVD'88) N A Rl �? No. 35031 - Date: 3/�q� 3 Date: ?O CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 31 OF 5.1 - - -- L0 L O J PLATANIS Rk01OSA CALIFORNIA SYCAMORE m 0 M ♦ ''u u J.1' NEW ZEALAND CHRISTMAS TREE T- 81 M Q lu CHINESE PISTAGNE LU 61 M 0 RHUS LAWEA LU 15 GAL. Z L LOPH05TEMON CONFERTUS T- 15 GAL. 44 M OA 011 IS A6RIFOLIA COAST LIVE OAK 96" BOX 18 1. .Y y.• 1 =__• N- MIXTURES AND RATES OF . P' I-14ATION FOR. HYDROSEED MIXES, MIX 01 I'THIS MIX 15 • E• SYMBOL ::r rI crr R ISE Jl6V= . .iMI _ .!Muir: 1.5 i!.dr. .-u VISTICALIS 5FICATA 4 baw SPIRTACK dMINI SOL BINDER 120 .I ALL WDROSEEDINS, IS AVAILABLE FW RYMILANT WTROSIMNS, 1111% CONTACT ROB WAANN AT (1160) 144-IMO I I :I ON n PLAN TO THE SOL AND KANT LABORATO111Y FOR TESINS. THE -DI: - - I I ' TESTS I I . &A , .R6 XVA D "b- D - - - 'r: - AND MAINTENANCE F91ITILIZATION'. THE C*MJCTOR SAL I •..I `I :r TO FOLLOK <E*%rMAF Q C7 �Q V O�y/ LL J Q �pNDSCAPF M ��� Qstteraoq �69cti O 3 Q IN Ve T www.gmplandarch.com J * ' * � J I• �' 20 IO O �O 40 60 4125 Sorrento o Valley Blvd. Suite D San Diego SGALEc: �O' —O° CP ee \� California 92121 Tel 858 558 8977 c Date CITY OF ENCINITAS BENCH MARK Designed B Drawn B Checked B OF CAI.` Fax 8585589168 � SCALE g y y y REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS W SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal "NTINO FLAN FOR: c•r DESCRIPTION: 2.5 CITY OF ENCINITAS BRASS DISC N/A ar� epared Under Supervision Of • By: a4A• A.,O^a4 By. , j ALTA 10900 -G IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING ate 1.5.13 BARONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE Q LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical SAXONY ELV.= 175.1189• (NAVD'88) N A Rl �? No. 35031 - Date: 3/�q� 3 Date: ?O CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 31 OF 5.1 - - -- L0 L O J PLATANIS Rk01OSA CALIFORNIA SYCAMORE 24' BOX 0 M ♦ METR051DER05 EXCELSUS NEW ZEALAND CHRISTMAS TREE 15 SAL. 81 M Q PISTACHIA CHIMNSI5 CHINESE PISTAGNE 24' BOX 61 M 0 RHUS LAWEA AFRICAN SUMAC. 15 GAL. 159 L LOPH05TEMON CONFERTUS BRISBANE BOX 15 GAL. 44 M OA 011 IS A6RIFOLIA COAST LIVE OAK 96" BOX 18 L -® EXISTING CANARY ISLAM DATE PALM TO BE RELOCATED I WHERE SHOWN g(•g 5122 QTY. WJGO S SMM. Q M16OZANTH05 FLAVIDUS GREEN KANSAROO PAW 5 SAL. 56 L AGAVE ATTEWATA 'NOVA' BLUE FOX TAIL AGAVE 15 GAL. 50 L ® BOUGAINVILLEA TORCH 6LOW' BOUGAINVILLEA 5 SAL. 569 L Q C15T1,15 RmwlJ EIIS ROCKROW 5 6AL. 922 L HA HETERDMELE5 ARBUTIFOLIA TOYON 5 6AL. 115 L ® PHORMIUM TENAX 'ATRORM"EA' FLAX 5 6AL. 420 L © LAVANDULA DENTATA LAVENDAR IGAL. 255 L RH Rf#15 INTESRIFOLIA LEMONADEBERRY 5 SAL. 186 VL ® 5ALVIA LEUCANTHA SAGE 5 SAL. 191 L O WESTRINSIA FRUITICOM SMOKEY' COAST ROSEMARY 5 GAL. 502 L 6ROUND GOV=RS SIZE dg Ls sym. + + ++ CARER PANSA CALIFORNIA MEADOA SEDGE I SAL. o 24" Oa,. M + + it ++ ++ ® MYOPOm M PARVIPOLIUM PUTAH CREC' MYOPOl FLATS o 16" O.G. L VIM S122 QTY. WJOOLS sYM. NOTES FICUS MMILA GROINS 96 5 SAL. 90 M I. ALL TREES WITHIN 10' OF ANY HARDSGAFE ELEMENT, SHALL RECEIVE 10 -FEET OF 24 -INCH DEEP ROOT BARRIERS. 2. ALL SHRUB AREAS SHALL RECEIVE A 9" LAYER OF 5HRBMW BARK MULCH. HYDR46M SMIFIGATIONS - SEE SHIFT 51 FOR FULL SMIFICATIONS 1. .Y y.• 1 =__• N- MIXTURES AND RATES OF . P' I-14ATION FOR. HYDROSEED MIXES, MIX 01 I'THIS MIX 15 • E• SYMBOL ::r rI crr R ISE Jl6V= . .iMI _ .!Muir: 1.5 i!.dr. .-u VISTICALIS 5FICATA 4 baw SPIRTACK dMINI SOL BINDER 120 .I ALL WDROSEEDINS, IS AVAILABLE FW RYMILANT WTROSIMNS, 1111% CONTACT ROB WAANN AT (1160) 144-IMO I I :I ON n PLAN TO THE SOL AND KANT LABORATO111Y FOR TESINS. THE -DI: - - I I ' TESTS I I . &A , .R6 XVA D "b- D - - - 'r: - AND MAINTENANCE F91ITILIZATION'. THE C*MJCTOR SAL I •..I `I :r TO FOLLOK <E*%rMAF Q C7 �Q V O�y/ LL J Q �pNDSCAPF M ��� Qstteraoq �69cti O 3 Q IN Ve T www.gmplandarch.com J * ' * � J I• �' 20 IO O �O 40 60 4125 Sorrento o Valley Blvd. Suite D San Diego SGALEc: �O' —O° CP ee \� California 92121 Tel 858 558 8977 c Date CITY OF ENCINITAS BENCH MARK Designed B Drawn B Checked B OF CAI.` Fax 8585589168 � SCALE g y y y REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS W SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal "NTINO FLAN FOR: c•r DESCRIPTION: 2.5 CITY OF ENCINITAS BRASS DISC N/A ar� epared Under Supervision Of • By: a4A• A.,O^a4 By. , j ALTA 10900 -G IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING ate 1.5.13 BARONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE Q LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical SAXONY ELV.= 175.1189• (NAVD'88) N A Rl �? No. 35031 - Date: 3/�q� 3 Date: ?O CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 31 OF 5.1 - - -- L0 L O J O Q H tT1 �t O i i w i F- O w O Lu d z N -A LL L M LU tu UJ O � mLL r lu V 1 J-U \' z l� V a TREE �7+ MOW CURS M M M L M L QQ ® PLATANIS RAGEM05A CALIFORNIA SYCAMORE 24" BOX 0 ♦ AGAVE AT75UATA T10VA' METR051DERO5 EXCB..SUS NIEM ZEALAND CHRISTMAS TREE 15 GAL. 81 ® 5"AINVILLEA TORCH GLOW PISTACHIA CH11�1515 CHINESE PI5TAC 11! 24' BOX 69 Q OSTU3 PURR IRBJS RHU5 LANCEA AFRICAN SUMAC 15 GAL. 154 HA HETEROMD.ES AREWTIFOLIA LOPH05TEMON GOWMUS 5RI55ANE BOX 15 GAL. 44 GA PHORMIUM TENAX 'ATROR RPU2EA' O JERCU5 AGRIFOLIA COAST LIVE OAK 56" 50X 18 © ® EXISTING CANARY ISLAND DATE PALM TO BE RELOCATED YYIERE SHOM I GAL. I M M M L M L QQ AN16OZANTHOS FLAVIM S GREEN KANGAROO PAW 5 GAL. 58 L AGAVE AT75UATA T10VA' BLUE FOX TAIL AGAVE 15 GAL. 50 L ® 5"AINVILLEA TORCH GLOW BOUGAINVILLEA 5 GAL. 563 L Q OSTU3 PURR IRBJS ROCKROSE 5 GAL. 422 L HA HETEROMD.ES AREWTIFOLIA TOWN 5 GAL. 113 L ® PHORMIUM TENAX 'ATROR RPU2EA' FLAX 5 GAL. 420 L © LAVANDIAA DENTATA LAVENDAR I GAL. 253 L RH RHUS INTEGRIFOLIA LIEMOiJAPIEDIERRY 5 GAL. 186 VL ® SALVIA U34ANT14A SAGE 5 GAL. 941 L O Y15TRINOIA FRUITIC09A 'SMOKEY' COAST ROSEMARY 5 GAL. 302 L + ++ + + + + + ++ CAREX PAN5A CALIFORNIA MEADOW SEDGE I GAL. 9 24' ac. M ® MYOPORUM PARVIFOLIUM PUTAH CREEK' MYOPORUM FLATS a 16' OC. L MOM RHILA CREEPING Fib 5 GAL. 50 M 1. ALL TREES KITHIN O'OF ANY HARDWARE ELEIVIENT, 514ALL RECEIVE 10-FM OF 24-INC44 DEEP ROOT BARRIERS. 2. ALL 5HRM AREAS SHALL RECEIVE A S" LAYER OF S-IREOPW BARK MULCH. • -MW 5MCIFICATIONS — SM WMT Sol ♦- FULL 6MCIFICATIONS (THIS 1. 11�49 MlXnRM ANP RATES OF APPLICATION FOR HYPROWIM MIXES, MIX #1 N E. Sul ._.r MI8 1J.. iMlYM": dl9JMN - MO i .23 4'MTI/ " NOTE: COrITRACTOR SHALL SUBMIT SOIL 5AMPL B PROM (8) ARFAS INDICATED ON THE PLAN TO THE SOIL AND PLANE LABORATORY' FOR TE5TW6. THff TESTS SNALL BE RUN FOR WIRIIBM, OH9.115TRY MID TEXIM tiff WORT SHALL PROVIDE WZ01,4 ff M M DMMS FOR 'SURFACE SOIL PREPARATION FOR 611101RNDCOVER AND MASS FLANTIN6,'IREE AND 910 PLANTING 61JIDELI)M AND MAINTENANCE FWLIZATIOW. THE COMR+ACTOR %KL PROVIDE A COPY OF THE REPORT TO THE LANDSCAPE AJZCHMT PRIOR TO THE 16TALLATION OF ANY PLANT MATERIAL AND 15 DG'LT/TW TO FOLLOW ALL RiGO141MATIONS STATED IN THff REPORT. THIS REPORT 15 WAAREP WITH THE C.WFICATE OF COMPLETION FOR 6RADIN6. a (D m O J a m J lu ... V! H a lu VI z �J a N v 11J Il! Q z lU tL MATCHL I NE SEE SHEET 32 \ TREES - ONS d I Date `Yj REFERENCES I Date CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5' CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON 5 SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) SCALE 4 inm LU lu VJ LU fJ-u J. ,V I--1 11 /'' ai z 1 FLATANi5 RAGEMOSA m 24' BOX rk ...r ♦ �i. LU 15 6AL. 81 LU I. ALL TREES AITHIN 10' OF ANY NARDBGAPE ELEMENT, SHALL RECEIVE 10 -FEET OF 24 -INC4 DEEP ROOT BARRIERS. 0 PI5TAGHIA 04INEN515 Q 24' BOX 61 M %D tu � 1-{u I L MIX 01 (THIS MIX 15 NON - IRRIGATED) LU °° � Z 01 M N v 11J Il! Q z lU tL MATCHL I NE SEE SHEET 32 \ TREES - ONS d I Date `Yj REFERENCES I Date CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5' CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON 5 SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) SCALE 4 inm LU lu VJ LU fJ-u J. ,V I--1 11 /'' ai z 1 FLATANi5 RAGEMOSA m 24' BOX rk M ♦ HETROrIDOWS EXGE1.9115 LU 15 6AL. 81 LU I. ALL TREES AITHIN 10' OF ANY NARDBGAPE ELEMENT, SHALL RECEIVE 10 -FEET OF 24 -INC4 DEEP ROOT BARRIERS. 0 PI5TAGHIA 04INEN515 CHINESE PII 24' BOX 61 M 0 tu � 1-{u I L MIX 01 (THIS MIX 15 NON - IRRIGATED) LU °° � Z 01 M GA aJERGUS ASRIFOLIA i V i l� L ® EXISTING CANARY ISLAND DATE PALM TO BE RELOCATED I 71, "'- I � 20 10 O 20 40 60 SCALE: Designed By Drawn By Checked By REVIEWED BY: a epored Under Supervision Of By: g Date 1'5.13 MASIH MAHER y.1 No. 3503 Date: 3/1411/1-1 Date: rA FLATANi5 RAGEMOSA CALIFORNIA 5YGAMORE 24' BOX 0 M ♦ HETROrIDOWS EXGE1.9115 NEW ZEALAND GHRI5TMA5 TREE 15 6AL. 81 M I. ALL TREES AITHIN 10' OF ANY NARDBGAPE ELEMENT, SHALL RECEIVE 10 -FEET OF 24 -INC4 DEEP ROOT BARRIERS. 0 PI5TAGHIA 04INEN515 CHINESE PII 24' BOX 61 M 0 RRJ5 LANGEA AFRICAN SUMAC. 15 6AL. 154 L MIX 01 (THIS MIX 15 NON - IRRIGATED) LOPH05TEMON GONE; RTUS BRISBANE BOX 15 6AL. 01 M GA aJERGUS ASRIFOLIA COAST LIVE OAK 96" BOX 18 L ® EXISTING CANARY ISLAND DATE PALM TO BE RELOCATED I YVERE SHOWN SIZ= QTY. KXOLS GYM. QQ ANI60ZANTH05 FLAVIDUS 61RON KANGAROO PAW 5 GAL. 58 L A6AVE ATTEWATA WVA' BLUE FOX TAIL AGAVE 15 6AL. 50 L ® 80116AINVILLEA TORCH 6LOA' BOUGAINVILLEA 5 6AL. 565 L Q GI5TU5 PURFUREUS ROGKROSE 5 6AL. 422 L HA HETEROMELESARBVTIFOLIA TOYON 56AL. 115 L ® PHORMIIk1TENAX'AIROPURPUREA' FLAX 5 GAL. 420 L © LAVANDULA DENTATA LAVENDAR I&AL. 253 L RH RMJ51NTWRIFOLIA LEMONADEE151I 56AL. 186 VL ® SALVIA LEIGANTHA EASE 5 6AL. 141 L O MTRIN6IA FRUITI005A V40KEY' COAST ROSEMARY 5 6AL. 502 L 6810" GOYM SIZI! W401-5 + + + GAREX PANSA CALIFORNIA MEADOW 5EDSE I GAL. 0 24' OL. M + + ++ it + + ++ MYOPORUM PARVIFOLIUM RUfAH GREEK' MYOPORUM FLATS E 18" O.G. L ® ALL WDROSEE121 % 15 AVAILABLE FROM RI'MPLANT INC, CONTACT ROB WAANd AT (%0)144 -1560 Q C� GN RAGTOR %HALL SUBMIT 5011. 540FL15 PROM (8) AREAS INDIGATED ON THE PLAN TO THE SOIL AND PLANT LABORATORY' FOR J 1E571%. THE TE575 SHALL BE RUN FOR WTRIBtT5, CM45TRY AND TENURE. THE REPORT %HALL PROVIDE MIXII Q A430MM FOR: %USAGE SOL FRE°ARATI N FOR 6ROUIDCOABt AND MASS FLANTW', MU NO %M PLANTINS 61,1IDELM AND MAINIONANGE FERTILIZATION'. THE CO TRACTOR %I FRWVE A DOPY OF THE FMI TO 11E LANXICAFE ARGHNTEGT PRIOR TO THE INSTALLATION OF ANY PLANT MATERAL AND 15 E%PcCTEO TO FOLLOW ALL WZ0I4 VAT1016 STATED IN THE FT. TH 15 REPORT 15 RE(gIIRED WTH THE f.HiTIFICATE OF GOMPlETION FOR OWNS. iG�YM 19 31 �ppDSCAPF M Qsttersoq Vc T www.gmplandarch.com c 13 * Y co re J �1 4125 Sorrento Valle Blvd. ,,, _ Suite D San Diego am �� California 92121 Tel 858 558 8977 Fax 858 558 9188 � CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PLANTING PLAN FM W ALTA 1 0900 -G � SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q :ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 55 OF 51 0 I— O J Z VINES SIZE CITY. VAZOLS J J SYM. a a FICU5 PUMILA CREEPING FI& 5 6AL. 50 M r r V n NOM _ _Z I. ALL TREES AITHIN 10' OF ANY NARDBGAPE ELEMENT, SHALL RECEIVE 10 -FEET OF 24 -INC4 DEEP ROOT BARRIERS. 0 0 2. ALL SHRUB AREAS SHAW. RECEIVE A 5' LAYER OF SHREDDED BARK MUILH. Q Q cy— HYDR05EED 5MCIFIGATIONS - SEE SHEET 51 FOR MJLL 51""EGIPIGATIONS c I. HYDROSEEDIN6 MIXTURMS AND RATES OF APPLICATION FOR HYDR SEW MIXE5. MIX 01 (THIS MIX 15 NON - IRRIGATED) SYMBOL OSA 5IWbTACWA 4 TA _ O O iG�YM 19 31 �ppDSCAPF M Qsttersoq Vc T www.gmplandarch.com c 13 * Y co re J �1 4125 Sorrento Valle Blvd. ,,, _ Suite D San Diego am �� California 92121 Tel 858 558 8977 Fax 858 558 9188 � CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. PLANTING PLAN FM W ALTA 1 0900 -G � SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q :ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 55 OF 51 0 I— O J Q Q I i U w O IY 1L 1 6 LLi Q z lU J LL 2 Iffil o O \- N1 • 1 � n..z � m OR 1 LL.! Lu lu lu 000 lu z c i RNA m Date bYt - 'm is ,_ o r�1 ' r I � 1!"% 1 L/T7" I I `1L L. L.. 2147 .LL. I :J;w 'CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5' CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF f SCALE ueslgnea try urawn by urleckea by orizontal N/A P ns .Pre ared Under Supervision Of gy._ Vertical ate I.5'13 N/A R.La No. also% Date: O PA "TAM RAGE140'a4 CALIFORNIA 5YGAMORE 24' BOX 0 M ® BOUGAINVILLEA TORCH 6L.OW' BOUGAINVILLEA Q G15TUS PURFLN EUS ROGKROFiE ♦ hETERO1rELE5 ARBUTIFOLIA METROSIDER09 EXCELSU5 NEW ZEALAND C IRISTMPu TREE 15 6AL. 81 M © 0 PISTACHIA GHINENSIS CHINESE PI5TACI-E 24' BOX 6'I M 0 SALVIA LEUCANTHA RHOS LANCER AFRICAN SUMAC 15 GAL. 154 L LOR4057EMON WNFERTUS OR15DANE BOX 15 GAL. 44 M QA OVFRGUS AGRIFOLIA COAST LIVE OAK 56" BOX 16 L EXISTING CANARY 15LAND DATE PALM TO BE RELOCATED WHERE 5HOWN 1 O AN16OZANTHOS FLAVIDUS 6RREENN KANSAR00 PAW 15 6AL. AGAVE ATTENJATA 'NOVA' BLUE FOX TAIL AGAVE ® BOUGAINVILLEA TORCH 6L.OW' BOUGAINVILLEA Q G15TUS PURFLN EUS ROGKROFiE HA hETERO1rELE5 ARBUTIFOLIA TOYON ® PHORMIUM TENAX 'ATROR RPUREA' FLAX © LAVANDULA DENTATA LAVENDAR RH RH151NTEWFOLIA LEMONAPEDERRY ® SALVIA LEUCANTHA SAGE Q WE5TRIN&IA FRUITIC05A 5MOKEY' COAST ROSEMARY 5 GAL. 58 L 15 6AL. 50 L 5 GAL. 965 L 5 GAL. 422 L 5 GAL. 115 L 5 GAL. 420 L 16AL. 255 L 5 GAL. 186 VL 5 GAL, 'MI L 5 6AL. 902 L W + + + + + ++ il CARER PANSA CALIFORNIA MEADOW SEDGE I GAL. O 24' O.C. M m ®0 Ywo RUM PARVIFOLIUM nImm CREEK' MY0P0RUM FLAT59 18' O.C. L i FIOJ5 PUMILA CREEPING FI6 5 GAL, 50 M NOM I. ALL TREE5 PATHIN 10' OF ANY HARDSCAPE ELEMENT, SHALL RECEIVE 10-FEET OF 24 -INC4 DEEP ROOT BARRIERS. 2. ALL SHRUB AREAS SHALL RECEIVE A 5' LAYER OF SHREDDED BARK MULCH. HYMOSEW SPECIFICATIONS - SEE SHEET 51 FOR FULL SPECIFICATIONS 1. HYDROSEWINCy MIXTURES ANP RATES OF APPLICATION FOR 14YDROSEW MIXES, • W r iS.�rr. 6. r. r.2: 14.�r -'JM ff -�.9 .W !NPOSI O , . ♦ r :, ON ♦ N. A%MeM FOR. SWACE 50L PWARA71ON FOR OWWWM - AND 10AINTWE FWLIZATIOW THE COMACTOR SRAL PROVIDE A COPY OF TIE WORT TO THE LWXAM ARC+H7rkT PRIOR Z V Z 0 0 C� D 0�/ LL J Q Q N 1 tN V 11J l Q Z LL I 1L r. MATGHL I NE SEE SHEET 54 4 4{ a i�. a� 3 1; t s t t,{ } I IN p� PLATANUS RAaHi CALIFORNIA SYCAMORE 24' BOX 0 m BOUGAINVILLEA TORCH 6LOW' METRO51PEROS EXGEL51,15 NEW MALAND CHRISTMAS TREE ILI 81 HA \ \O T CHIN PISTACHE 24' BOX I Ire © ',.. /i \ ILI jf p 15 6AL. 154 t SALVIA LEUCANTHA LOM40STEMON CONi BR158AlE BOX 15 GAL. 49 CCA a)ERi A6RIFOLIA COAST LIVE OAK 56" BOX I 00M, -� EXISTING CANARY ISLAND DATE PALM TO BE RELOCATED I WHERE SHOWN l O►'�A4�Q r. MATGHL I NE SEE SHEET 54 4 4{ a i�. a� 3 1; t s t t,{ } I IN p� PLATANUS RAaHi CALIFORNIA SYCAMORE 24' BOX 0 m BOUGAINVILLEA TORCH 6LOW' METRO51PEROS EXGEL51,15 NEW MALAND CHRISTMAS TREE ILI 81 HA \ \O T CHIN PISTACHE 24' BOX I Ire © ',.. /i \ ILI jf p 15 6AL. 154 t SALVIA LEUCANTHA LOM40STEMON CONi BR158AlE BOX 15 GAL. 49 CCA a)ERi A6RIFOLIA COAST LIVE OAK 56" BOX I 00M, -� r. MATGHL I NE SEE SHEET 54 4 4{ a i�. a� 3 1; t s t t,{ } I IN Q p� PLATANUS RAaHi CALIFORNIA SYCAMORE 24' BOX 0 ♦ BOUGAINVILLEA TORCH 6LOW' METRO51PEROS EXGEL51,15 NEW MALAND CHRISTMAS TREE 15 GAL. 81 HA Q PISTACHIA C441145615 CHIN PISTACHE 24' BOX 61 © LAVANDULA DENTATA RHU5 LANGEA AFRICAN 5UMAC 15 6AL. 154 ® SALVIA LEUCANTHA LOM40STEMON CONi BR158AlE BOX 15 GAL. 49 CCA a)ERi A6RIFOLIA COAST LIVE OAK 56" BOX IS -� EXISTING CANARY ISLAND DATE PALM TO BE RELOCATED I WHERE SHOWN Q AN16OZANTWS FLAVIDU5 6REEN KANSAR00 PAW 15 GAL. AGAVE ATTEWATA 'NOVA' BLUE FOX TAIL AGAVE (D BOUGAINVILLEA TORCH 6LOW' 80USAINVILLEA 5 SAL. CI5N5 PURPUREUS ROCKROSE HA HETEROMELES ARBUTIFOLIA TOYON ® PHORMIUM Taw 'ATRORmLREA' FLAX © LAVANDULA DENTATA LAVENOAR 5 6AL. S INTESRIFOLIA LEMONADEBERRY ® SALVIA LEUCANTHA SAGE O VE5TRINVA FRUITICOSA'SMOKEY' COAST ROSEMARY M M M L M L 5 GAL. 56 L 15 GAL. 50 L 5 6AL. 363 L 5 SAL. 922 L 5 6AL. 113 L 5 6AL. 420 L 16AL. 253 L 5 6AL. 186 VL 5 6AL. 141 L 5 6AL. 502 L GAREX PAN5A CALIFORNIA MEADOW 5EDSE I SAL. a 24" O.G. M ® MYOPORIM PARVIFOLIUM 'PUTAI CRi MYOPORUM FICUS R MILA CREEPING F6 FLATS a 18" O.C. L 5 GAL. 50 M mom I. ALL TREES ATHIN 10' OF ANY HARD5CAPE ELEMENT, SHALL RECEIVE 10 -FEET OF 24 -INCH DEEP ROOT BARRIERS. 2. ALL SHRUB AREAS SHALL RECEIVE A 3" LAYER OF SHREDDED BARK MULCH. HVROSM WMIFICATIONS - SEE SHEET 51 FOR FULL MWIFIGATIONS YMBO % / AN840PS19CW T l PgMDS�ACRE 4 MN $PURITY 4"0 M DR05B DING 5SPH510N OR YLRR1 GOMP051T10N ACRE PERTLZER(b20-0) I MEW DID TA '5UPBtTAGIC m GUM SOIL SIM 120 LBMG. MUM � ALL HYDR05®IN615 AVAILABLE FROM RfOl LANT HYDRO WN6, INC., Ca1fACT ROB Ma6AN AT (160) 144 -15W TOR SHAD. SUBMIT 50L SAMPLES MROM (6) AREAS IIOIGAIED ON THE PLAN TO Ti SOIL AND PLANT LABORATORY' FOR 7511%. Tiff 715TS SWU.L BE RIM FOR NUIRENTS, O&STRY AND TE)CM. TIE REPORT SHALL PROJIDE RBOOMrBOED AhEWHEIM FOR: 511 SOIL FWARATION FOR eRauNXCOAR AND KM6 FLANnNS', TREE AND SHRUB FLWNS 61AD5.1 i' AND WIDI CE 992TILIZATION'. THE CO MAGTOR SHALL FR041DE A COPE OF N REPORT TO TIE LAIVSGAE ARCtNTECT PRIOR TO THE IN5TALUTIa1 OF ANY PLAM MATMIA. AND is ErPECTBD TO FOLLOM ALL REDO KVATIONS STATED IN 1NE RB M. 1HI5 REPORT 15 REQII10 ATH TIE CERTIFICATE OF COMPLETION FOR OW*. <E-1'MAF AFAF J L� Z LL V 2 J O a Q MATGHL I NE SEE SHEET 36° I 081 M �,�V Qs��ersoo �9P r V ,cc in www.gmplandarch.com O 0 J 7 (Y) 20 10 O 20 40 60 * -13 0 * I , 4126 Sorrento Valley Blvd. Suite D San Diego SCALE: I "= �O' -O" �J' ero California 92121 9rF Of CA``(t�� Tel 858 55B 8977 C Fax 858 558 9188 Al Date REFERENCES Date CITY OF ENCINITAS BENCH MARK Desi ned B Drawn B Checked B SCALE 9 Y Y REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing o. 17 PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS g 1 - SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal - W DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC N/A to pared Under Supervision Of By. By: PLANTING M.AN FOR: ALTA 10900 -G L SW N OF DRAIN INLET AT W SIDE OF PARKING Date •rL'') MASIH MAHER - p(ICl)l4'1 SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE LOT ON 'S SIDE SAXONY PLACE 200 FT W OF Vertical Q SAXONY ELV.= 175.189' (NAVD'88) N/A R.L- A; No. 3 Date: 3�� 9� I �� Date: % & CASE N0. 11 -115 TMDBMOD /BA DR CDP EIA SHEET 55 OF F- 0 J im a Q 0 1 © VI m tu 0 tU BOUGAINVILLEA TORCH 61-010f M1iROrIDER05 EXCELSUS N16N ZEALAND CHRISTMAS TREE LUv" Z 61 J-u HETEROT ELES ARWTIFOLIA PISTACHIA CHINEN515 CHINESE PI5TACE Ltl 61 im a Q 0 1 © VI CALIFORNIA SYCAMORE tu 0 tU BOUGAINVILLEA TORCH 61-010f M1iROrIDER05 EXCELSUS N16N ZEALAND CHRISTMAS TREE LUv" Z 61 HA HETEROT ELES ARWTIFOLIA PISTACHIA CHINEN515 CHINESE PI5TACE Ltl 61 im a Q 0 1 QQ © PLATANIS RAC540SA CALIFORNIA SYCAMORE 24'50X 0 ♦ BOUGAINVILLEA TORCH 61-010f M1iROrIDER05 EXCELSUS N16N ZEALAND CHRISTMAS TREE 15 GAL. 61 HA HETEROT ELES ARWTIFOLIA PISTACHIA CHINEN515 CHINESE PI5TACE 24' 5OX 61 © LAVANDULA DENTATA RH15 LANCEA AFRICAN 51,M10 15 6AL. 154 ® SALVIA LEUCANTHA LOMMTEMON 5RI55ANE BOX 15 6AL. 44 GA OVFROJIS ASRIFOLIA COAST LIVE OAK 56" 50X IB EXISTING CANARY ISLAND DATE PALM TO BE RELOCATED WHERE SHONN I QQ AN160ZMTWS FLAVIM S 6REEN KANGAROO PAW 15 GAL. AGAVE ATTEWATA 'NOVA' BLUE FOX TAIL AGAVE ® BOUGAINVILLEA TORCH 61-010f B"AINVILLEA Q CISTUS PURPUREUS ROCKR05E HA HETEROT ELES ARWTIFOLIA TOYON ® PHORMIUM TENAX 'ATROMAR REA' FLAX © LAVANDULA DENTATA LAVENDAR RH RHJ51NTE6WFOLIA LEMONADEBERRY ® SALVIA LEUCANTHA SAGE O WESTRIN6IA FRUITICOSA SMOKEY' COAST R05EMARY M M M L M L 5 GAL. 58 L 15 GAL. 50 L 5 GAL. 563 L 5 GAL. 422 L 5 GAL. 115 L 5 (SAL. 420 L I GAL. 255 L 5 6AL. 186 VL 5 GAL. 141 L 5 6AL. 302 L + + + + ++ it CAREX PANSA CALIFORNIA MEADOW SED6E I GAL. a 24" O.G. M ® MYOPORIM PARVIFOLI1IM PUTAHH 01M MYOPORUM FLATS a 16' O.C. L FICUS RHILA CREEPING FI6 5 GAL. 50 M mom I. ALL TREES, WITHIN 10' OF ANY HARD56APE ELEMENT, SHALL RECEIVE 10 -FEET OF 24 -I14014 DEEP ROOT BARRIERS. 2. ALL SHRUB AREAS SHALL RECEIVE A 3' LAYER OF SHREDDED BARK MULCH. WOROSEW MWIFICATIONS - SEE SHEET 31 FOR FULL SPECIFICATIONS I. 14YPR -OU DINO MIXTURES AND RATES OF APPLICATION FOR HYDR05MD MIXES. MMI�IX�p #1 (THIS MIX 15 NOON- IIpR���RI��GATED) SYMBOL NkSIA PSIL05TACHYA 4 U N6 515P51510N OR SLURRY fONPO��ITION ANB4OP5155 1fT0ARNGA 181 GUN SOIL BINDER 120LLB/k: ALL WDROSEDIN615 AYAILA13LE FROM WDROPLANT WIDROSEMN6, INC, CONTACT ROB MOO AT f Ni0)144 -1560 CONTRACTOR 9OLL SUBMIT SOIL SAMPLES FROM 0) AREAS INDICATED ON THE FILM TO THE SOIL AND PLANE LABORATORY FOR TE57IN6. THE TE515 SHALL BE RM FOR NJTRI511'5, CE415TRY AND TEXIIJFE, THE REPORT 54ALL PROVIDE RECoMMED AME417 M FOR: SURFACE SOIL PREPARATION FOR 6RO W OV61 MID MASS RAVTIN6', TREE AHD SHRUB MATINS 6UIDELINE5' AHD YAINTE *a FERTILIZATION'. THE CONTRACTOR SHALL PROVIDE A COPT OF THE REPORT TO M LM05CAPE ARCHITECT PRIOR TO THE INSTALLATON OF ANY PM MATERIAL NO 15 DM IM TO FOLLOW ALL REf IMNIBDATI0N5 STATED IN TIC REPORT. THIS REPORT 15 FtBMI ED WITH THE 050FICATE OF COWLEI0N FOR 6RADIN6. <F1'MAF Q r� V Q V CD D 0 H Q DSCAPF M O ��V Qsttersory +.y�, � O N N V c In rn -7 www.gmplandarch.com W % ' 20 10 020 40 60 * d ! no urn I , 4125 Sorrento Valley Blvd. Y 2- 3 O no Suite D San Diego CIO (P. p SCALM: "= 20' —O" D( a \� California 92121 � Tel 858 558 8977 P - f7F CA`•\ - Fax 858 558 9188 CIO 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. PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS W Q SURVEY. CONTROL NETWORK PER R.O.S. 18416. Horizontal PLANTING PLAN ��r DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC N/A P n pared Under Supervision Of By. By: LA PLA ALTA 10900 -G � IN SW COR OF DRAIN INLET AT W SIDE OF PARKING Date t'S•I3 M SIH AHER p�ulM SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Q . J LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical 1L SAXONY ELV.= 175.189' (NAVD'88) N A R. No. Date: 3�19I�3 Date: 3 Z° CASE NO. 11 -115 TMDBMOD BA DR CDP DP/EA SHEET 36 OFSf 0 O J 64 1-1 Q �r O 1 i w t� V 11J IY 1) 1 i Q z W -1 1L PLANTIN6 NOTES I. A. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. QUANTITIE5 5HOAN 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 5HOAN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, AHERE REEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION AORK. AEED5 SHALL BE ALLOAED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING AITH AORK. 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A 501L ANALY515 REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING AORK. 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROUGHLY SOAKED. 5. ALL AREAS TO BE PLANTED, AHIGH HAVE A SLOPE OF LE55 THAN 10%, SHALL BE CRO55- RIPPED TO A DEPTH OF 51X (6") INCHES AND THE FOLLOAIN6 AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 5QUARE FEET (QUANTITIE5 SUBJECT TO CHANGE PER 501L ANALYSIS): A. 3 CUBIC YARD5 NITROGEN FORTIFIED REDWOOD SHAVINGS B. 100 POUNDS AGRICULTURAL GYPSUM ~Y G. 15 POUNDS IRON 5ULPHATE D. 25 POUNDS 16 -6 -8 5LOA RELEASE FERTILIZER 6. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS: A. ROOTED GUTTING /4" POT - (1) 5 GRAM B. 1 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 SIZE T PLANT BACK FILL SHALL BE 50% 51TE SOIL, AND 50% NITROGEN FORTIFIED REDAOOD SHAVINGS BY VOLUME. 8. PLANT PITS SHALL BE TWICE THE 51ZE OF THE DESIGNATED NURSERY CONTAINER. 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND, FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROAN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS. 10. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES, AND PESTS. 11. STAKE ALL TREES PER COUNTY OF RIVERSIDE STANDARD DETAIL. 12. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES AITH 6ALV. NAILS AND GREEN NURSERY TAPE. 13. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. 14. PLANTS SHALL NOT BE PLACED AITHIN TAELVE (12 ") INCHES OF SPRINKLER HEADS. 15. 5HRU55 5HOAN IN PLANT AREAS SHALL BE UNDER - PLANTED AITH GROUNDCOVER 5HOAN BY ADJACENT SYMBOL, TO AITHIN 121, OF MAIN PLANT STEM. 16. LAND50APE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AAAY FROM ALL BUILDINGS, STRUCTURES, AND AALL5. FINISHED GRADES, SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING RATER. Ii. FIN15HED GRADES SHALL BE ONE (1) INCH BELOA THE TOP OF CUR55, 51LL5, AND AALKAAY5 IN ALL AREAS. AHERE 500 15 LAID NEXT TO THESE IMPROVEMENTS- FINISH GRADE BEFORE LAYING 50D SHALL BE 1 -1/2" BELOA THE TOP. 18. THE LANDSCAPE CONTRACTOR SHALL LEAVE 51TE IN A GLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. la. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINC75 FOR A PERIOD OF 51XTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT GLEAN, AATERED, AND NEED FREE. 20. AT COMPLETION OF ALL AORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A AALK THROUGH TO DETERMINE THAT ALL A5PECT5 OF AORK ARE COMPLETED. AORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND 5PECIFICATION5 AND MUST BE COMPLETED IN A 6000 AORKMAN51HIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 21. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF AORK: A. DAILY AATERING OF ALL PLANT MATERIAL. B. WEEKLY MOAIN6 OF ALL TURF AREAS. G. AEEDIN6 AND REMOVAL OF ALL AEE05 FROM GROUND COVER AREAS. D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. E. FILLING AND REPLANTING OF ANY LOA AREAS AHIGH MAY CAUSE STANDING WATER. F. ADJUSTING OF SPRINKLER HEAD HEIGHT AND AATERING SYSTEM. G. FILLING AND RECOMPACTION OF ERODED AREAS. H. AEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. 1. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5 LB5. 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 LB5. PER 1,000 SQUARE FEET TO LAAN AREAS AND PLANTING AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, HYI�ROSEt7 SPEC I I GAIT I ONS LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO I 4 I PREPARED SOIL 2 PLANT TABLET 9 FINISH GRADE CONCRETE CURB OR HARDSGAPE IMPROVEMENT AS INDICATED ON PLA (DGONCRETE MOW STRIP OR HARD5GAPEIMPROVEMENT AS INDICATED ON PLAN LLANT ER PLANT G. PER T LEGEND SPACING PER PLANT AAT EDGE OF PLANTING ALL I" ABOVE FIN15H GRADE 4 S GRADE C_rr GRADE AT SLOPE PLAN 0 1LL MIX (SEE NOTES) TABLETS (5EE NOTES) SURFACE OF PAVED AREA 4_AATERING BASIN (IF O2 " -V BARK MULCH LAYER (SEE �4 LEGEND FOR DE" A. EQUIPMENT - to BARK MULCH SHALL BE PULLED -T AWAY FROM BASE OF TREVSHRUB j \ A MIN. OF 6" \ N 6 \ INHERE HEERE TREES ARE PLANTED IN LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH RILL TURF AREAS,GONTRAGTOR SHALL PROVIDE A CONTINUOUS NON - FLUCTUATING DISCHARGE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1500 GALLONS AND SHALL REMOVE TURF A MIN. OF 12" DIA. BE MOUNTED ON A TRAVELING UNIT, EITHER SELF - PROPELLED OR DRAWN BY A SEPARATE UNIT, WHICH WILL PLACE THE SLURRY TANK SPRAY AT THE BASE OF THE TREE. 1 INSTALL AN ARBOR GUARD AT THE BASE OF THE TRUNK. ,—' I MAINTENANCE PERIOD AND FINAL ACCEPTANCE. THE SLURRY PREPARATION SHALL TAKE PLACE AT THE 51TE OF YORK AND SHALL BEC71N BY ADDING RATER TO THE TANK AHEN THE ENGINE OJ 0 0 D� 0 rz�a o TREE TRUNK SEE TREE PLANTING DETAIL VINYL TREE TIE (4 REQUIRED) 3 PINE J84" FINISH GRADE 1 HIGH WATERING BASIN (IF REQUIRED) INSTALL IF LAM AREA S [A)6ROUNDCOVER PLANTIN6 " ""I B)TREE AND SHRUB PLANTIN6 „ -V ""I C)TREE DOUBLE STAKIN6 - - -- -- 1 D) ROOT BARRIER OCONGRETE 5112E WALK OR HARD5CAPE IMPROVEMENT AS INDICATED ON PLAN ODEEPROOT #L5I8 -2 INSTALL IN 10' LENGTHS, TYP. 9 5UBGRADE 4 PLANTS PER PLAN 5 CONCRETE CURB OR HARDSGAPE IMPROVEMENT AS INDICATED ON PLAN NOTE: ALL TREES WITHIN 5' OF ANY AALK, CURB, DRIVE, BUILDING, UTILITY OR HIARD5GAPE ELEMENT SHALL RECEIVE l0' OF ROOT BARRIER UNLESS OTHERWISE INDICATED ON THE PLANS. END OF MAINTENANCE PERIOD. III. APPLICATION PROCEDURES AND EQUIPMENT 23. ALL GROUND COVERS SHALL BE GUARANTEED BY A. EQUIPMENT - THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF THE FERTILIZER, SEED AND SLURRY OF PREPARED WOOD PULP SHALL BE OF THE PERIOD OF 51XTY (60) DAYS AFTER THE COMPLETION OF "SUPER HYDRO - SEEDER" TYPE AS APPROVED BY THE SAN DIEGO COUNTY ENGINEER. THI5 EQUIPMENT SHALL HAVE A BUILT -IN AGITATION MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SYSTEM AND OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LE55 THAN SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS 40# OF FIBER MULCH PLUS A COMBINED TOTAL Or-7# FERTILIZER 50LID5 FOR EACH 100 GALLONS OF WATER. THE SLURRY P15TR15UTION TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (a0) LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH RILL DAY5 AFTER COMPLETION OF MAINTENANCE PERIOD AND PROVIDE A CONTINUOUS NON - FLUCTUATING DISCHARGE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1500 GALLONS AND SHALL FINAL ACCEPTANCE. ALL TREE5 SHALL BE GUARANTEED BE MOUNTED ON A TRAVELING UNIT, EITHER SELF - PROPELLED OR DRAWN BY A SEPARATE UNIT, WHICH WILL PLACE THE SLURRY TANK SPRAY BY THE CONTRACTOR TO LIVE AND GROA IN AN NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED. ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED B. PREPARATION - MAINTENANCE PERIOD AND FINAL ACCEPTANCE. THE SLURRY PREPARATION SHALL TAKE PLACE AT THE 51TE OF YORK AND SHALL BEC71N BY ADDING RATER TO THE TANK AHEN THE ENGINE 24. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF 15 AT HALF - THROTTLE. AHEM THE PATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT, GOOD RE- CIRCULATION SHALL BE ARITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, ESTABLISHED AND, AT THI5 TIME, THE SEED SHALL BE ADDED. FERTILIZERS SHALL THEN BE ADDED, FOLLOWED BY WOOD PULP MULCH. SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK 15 AT LEAST ONE -THIRD (1/3) FILLED AITH PATER. MATERIALS, WHICH FOR ANY REA50N FAIL TO MEET THE THE ENGINE THROTTLE SHALL BE OPENED TO FULL SPEED AHEN THE TANK 15 HALF- FILLED PITH RATER. ALL THE MOOD PULP MULCH SHALL REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE ADDED BY THE TIME THE TANK 15 TAO- THIRDS (2/3) TO THREE- FOURTH5 (3/4) FULL 5PRAYING SHALL COMMENCE IMMEDIATELY AHEN THE BE MADE AITH PLANT MATERIALS AS INDICATED OR TANK 15 FULL. SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS G. APPLICATION - SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. THE OPERATOR SHALL SPRAY THE 5LOPE5 PITH A UNIFORM, V151BLE GOAT BY USING THE GREEN COLOR OF THE MOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED'`IN'A 5AEEPIN6 MOTION, IN AN ARCHED STREAM 50 AS TO FALL LIKE RAIN, ALLOAING THE MOOD FIBERS TO BUILD ON EACH OTHER UNTIL "A GOOD GOAT 15 ACHIEVED, AND THE MATERIAL 15 SPREAD AT THE REQUIRED RATE PER ACRE. D. ALL BARE SPOTS, SHALL BE RESEEDED WITHIN NINETY MO) DAYS TO THE SATISFACTION OF THE CITY ENGINEER. NOTE: PRIOR TO THE ACCEPTANCE OF THE HYDR05EEDED AREAS BY THE CITY'S INSPECTOR, A CERTIFICATION REPORT MUST BE SUBMITTED BY A RE615TERED LANDSCAPE ARCHITECT, STATING THAT THE HYDR05EEDIN6 AA5 DONE ACCORDING TO THE PROJECT SPECIFICATION AND THAT ITS GROWTH 15 ADEQUATELY ESTABLISHED TO PREVENT EROSION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 410% COVERAGE AITHIN 30 DAYS. PALM 51ZE5 ARE SHORN IN 'B.T.H.' BARE TRUNK HT., MEASURED FROM FINISH GRADE TO THE BASE OF THE LOAEST FROND. ALL TREE5 SHALL RECEIVE 'DEEP ROOT' BARRIERS (OR EQUAL) ADJACENT TO ANY HAR05CAPE ELEMENT 10' LENGTH X 2' DEPTH CENTERED ON TREE. Date I REFERENCES I Date CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5 CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) SCALE I Designed Drawn By I Checked red Under Supervision Of By: _ Date: E) MULCH LAYER !=' A2L A O6" THICK TILLED PLANTING BED S FIN15H GRADE 4 AMENDED 501L S U26RAADBEED NATIVE ""F CONCRETE MOW CURB rH -� �CONGRETE GUTTER BY OTHERS CONCRETE INTERLOCKING PAVERS OVER SAND BASE, DEPTH PER SOILS REPORT. 8 4 CURB BY OTHERS COMPACTED SUB -GRADE PER 5011-5 REPORT 8REPORT ASPHALT PAVING BY OTHERS BASE MATERIAL PER SOILS 8 AS 1" SAND LEVELING BASE 12" AIDE CONCRETE SHINER BAND, IGKNE55 PER SOILS REPORT MAST 48" O.G. MIN) O(2) #4 ROAR CONTINUOUS, 18" LAP MIN. NOTE: AGGREGATE BASE THICKNESS SHALL BE DETERMINED BY SOILS REPORT AND 'R' VALUE TESTING SEAL ALL PAVERS WITH SUREBOND' JOINT 5TABILIZINS SEALER #55- 1300 -13-10, CONTACT MAWAG3 S APPLY AS PER RECOMMENDATIONS. [ W I NTERLOCK I N6 PAVERS -.1 - -- `­1 REVIEWED BY: Date: V " O6" 5QUARE CONCRETE MOW STRIP (MIN. 2000 P51 AT 28 DAYS) OFINISH GRADE 2" FOR 6ROUNDGCVER AREAS 9 FIN15H GRADE I" FOR LAWN AREAS 4 " RADIUS TROWELED EDGES (rYP) O #3 REBBA)R CONT. (LAP 12" AT 0415% COMPACTED SU55RADE NOTE: PROVIDE CONTROL JOINTS AT 10' -0" O.G. MAX. AND EXPAN51ON JOINTS AT 40' -0" MAX. O.G. OR WHERE MOW STRIP ABUTS ANY CONCRETE IMPROVEMENT. PPMwww.gmplandarch.com I, 4725 Sorrento Valley Blvd. ' Suite D San Diego California 92121 Tel 858 558 8977 Fax 858 558 9188 Drawing No. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT M.W* MAILS a Norte M ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE 'ASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA 10900 -G HEET 51 OF Q J Z_ Q [L° 2 0 0 0 ry J Q a Hf cc ca W Q L� r 0 A q a N d- O w N V 111 fY Q z W -A 11 PLANTING SPECIFICATIONS LANDSCAPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION: 1.2 SUMMARY A. This section includes the following: I. Trees. 2. Shrubs. 3. Plants. 4. Soil amendments. 5. Fertilizers and mulches. 6. Stakes. 1. Landscape edgings. 13 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 substanting 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. I. 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 an 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. 1. 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 AN51 Z60.1 "American Standard for Nursery Stock." G. Preinstollation Conference: Conduct conference at Project site notifying the Landscape Architect, allow 46 hours notice. 1.5 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. 1. Do not remove contolner -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 will 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. 1.1 COORDINATION AND SCHEDULING A. Coordinate Installation of planting materials during normal planting seasons for each type of plant material required. 1.8 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Gontract Documents. B. Special Warranty: Warrant the following living planting materials for a period of one year for trees and 410 days for shrubs, groundcover and plants, after date of Substantial Completion, ogaint 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 incidents that are beyond Contractor's control. C. Remove and replace dead planting materials immediately unless required to plant In the succeeding planting season. D. Replace planting materials that are more that 25 percent dead or In an unhealthy condition at and of warranty period. REVISIONS I App'd I Date I REFERENCES I Date 1.01 TREE AND 5HRU15 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 - PRODUCTS 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 260.1 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 with a securely attached, waterproof tag bearing legible designation of botanical and common name. 2.2 SHADE AND FLOWERING TREES A. Shade Trees: 5ingle -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 ANSI Z60.1, and stem form as follows: I. Form: Multistem, clump, with 2 or more main stems. G. Container -grown trees will meet AN51 Z60.1 limitations for container stock. 2.3 BROADLEAF EVERGREENS A. Form and Size: Normal - quality, well - balanced, broodleaf evergreens, of type, height, spread, and shape required, conforming to ANSI 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 aotaining a minimum 80 percent calcium carbonate equivalent, with a minimum 9q percent passing a No. 8 (2.36 mm) sieve and a minimum T5 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, woshed, natural or manufactured sand, free of toxic materials. D. Perlite: Horticultural perlite, soil amendment grade. E. Peat Humus: Finely divided or granular texture, with 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 32 to 4.5, coarse fibrous texture, medium - divided sphagnum moss peat or reed -sedge peat. G. Sawdust or Ground -Bark Humus: Decomposed, nitrogen - treated, of uniform texture, free of chips, stones, sticks, soil, or toxic materials. 1. When site treated, mix with at least 0.15 Ib (2.4 kg) of ammonium nitrate or 0.25 Ill (4 kg) of ammonium sulfate per cu. ft. (cu. m) of loose sawdust or ground bark. H. Manure: Well- rotted, unleoched 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, weel 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. Bonemeal: Commercial, raw, finely ground; minimum of 4 percent nitrogen and 20 percent phosphoric acid. B. 5uperphbsphote: Commercial, phosphate mixture, soluble; minimum of 20 percent available phosphoric acid. G. Commercial Fertilizer: Commercial -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 Ib per 1000 sq. ft. (05 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. _ CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF. CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) SCALE I Designed Drawn 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. 3. 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: Ground 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- obsobing capacity of 1100 to 2000 percent. G. Fiber Mulch: Biodegradable dlged -wood cellulose -fiber mulch, nontoxic, free of plant growth- or germination - inhibitors, with maximum moisture content of 15 percent and a ph range of 4.5 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 have 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. 3.3 PLANTING SOIL 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 City of Encinitas. The test shall Indicate but not be limited to the following: a. organic matter content b. N, P, K c. H d. C 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 Endnitas. 3.4 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 q36 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 TREES AND 5HRU55 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 -brown 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. Checked red Under Supervision Of B. Obstructions: Notify Landscape Architect If unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. I. Hardpan Layer: Drill b -inch- (150 mm -) diameter holes into free - draining strata or to a depth of 10 feet (B m), whichever Is less, and backfill with free - draining material. G. Drainage: Notify Landscape Architect if subsoil sonditions evidence unexpected water seepage or retention in tree or shrub pits. D. Fill excavations with water and allow to percolate out, before placing setting layer and positioning trees and shrubs. 3.6 PLANTING TREES AND SHRUBS A. Set contolner -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 backfilled, water throughly before placing remainder of bockfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of bockf111. B. Dish and tamp top of backfill to form a 3 -inch- (- 15 -mm -) high mound around the rim of the pit. Do not cover top of root ball with bockflll. 3.1 TREE AND 5HRU5 PRUNING A. Prune, thin, and shape trees and shrubs according to standard horticultural protice. 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 '72 Inches above grade. Set vertical stakes and space to avoid penetrating balls or root masses. Support trees with 2 stands of tie wire encosed 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. 3.41 PLANTING PLANTS A. Space plants as Indicated. B. Dig holes large enough to allow spreading of roots, and bockf111 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 backfilled surfaces of pits, trenches, planted areas, and other areas indicated. 3" layer shall be installed in shrub area with grade less than 3:1. Submit sample to clty 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 1215PMAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of it off the Owner's property. END OF SECTION 2 -13 w ne e REVIEWED BY: CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT : B e : M.WNS SWIPICATIM FM: ALTA Y SIH AHER y �Ni� pRiiiM SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Date: 3119 CASE NO. 11 -115 TMDl3MOD /BA /DR/CDP /EIA V Z Q ry 0 a Q r O N www.gmplandarch.com co 4125 Sorrento Valley Blvd. Suite D San Diego California 92121 Tel 858 558 8977 C: Fax 858 558 9188 cu 3 Drawing No. W 10900 -G F- SHEET 38 OF 5/ T -n" MIN TYP 2 1 VERT. REINFORCING (V2) NO. 4 @ 16" o/c HORIZ- (TYP) IN BOND BEAM BLOCK 8" CMU SOLID GROUT - w /2500 psi FLUID CONCRETE GROUT SEE 04l- FOR DRAINAGE CONTINUOUS BAR a (K) o? U2 JU d2 N3 JN 3" MIN. 4" MAX. IN NO.4 CONTINUOUS is TOP NO.4 CONTINUOUS @ TOP 3" CUR COVER, TYP. ALL FTG STEEL HEIGHT rTG AS r FOOTING SPECIFICATIONS (H) QE VERT. TOE HEEL KEY CONTINUOUS BAR HEEL BAR KEY (Vi) (V2) f (8) (K)X(D) (CB) (HB) T -5" to 64" NO 5 @ NO. 40 s 3' -8" 8 "x17" (3) NO. 4 @ TOP NO.4 L BAR VERT. REINFORCING (V2) 16,; o/c 16" o/c 8" o/c Q (2) NO. 4 @ BTM @ 16" o/c 4' -1" to 5' -4" NO. 4 @ 16" o/c HORIZ. 4 @ B„ ' 88„ 8 "x17, (3) NO. 4 @ TOP NO. 4 L BAR (TYP) IN BOND BEAM BLOCK 16 o/c 16" o/c 16 16" o/c 8" CMU SOLID GROUT (2) N0. 4 @ BTM @ 16" o/c 2' -9" to 4' -0" NO.5 @ NO. 4 @ w /2500 psi FLUID 1' -8" 8 "x8" (2) NO.4 @ TOP NONE 8 "x12" CONCRETE GROUT. 2�q" 24" o/c w1STANDARD HOOK (2) NO.4 @ BTM WALL DESIGN INCLUDES °QQ DOWEL (V7) SURCHARGE FROM ABOVE s� HEEL REINFORCING (HB) mN 0' -8" to 2' -8" NONE DOWELS WD HEEL REINFORCING (HB) 811 T -4" NONE (2) NO.4 @ TOP NONE _ SEE 04/- FOR DRAINAGE GRADING AS OCCURS Ws U 0.2 2 CONTINUOUS BAR (CB) GRADING AS OCCURS - z Ii' wmiui 3" CUR COVER, TYP. ALL FTG STEEL HEIGHT WALL REINFORCING. FOOTING SPECIFICATIONS (H) DOWELS VERT. TOE HEEL KEY CONTINUOUS BAR HEEL BAR KEY (Vi) (V2) (T) (8) (K)X(D) (CB) (HB) T -5" to 64" NO 5 @ NO. 40 8" 3' -8" 8 "x17" (3) NO. 4 @ TOP NO.4 L BAR 8 "x24" 16,; o/c 16" o/c 8" o/c Q (2) NO. 4 @ BTM @ 16" o/c 4' -1" to 5' -4" N0. 5 @ 4 @ B„ ' 88„ 8 "x17, (3) NO. 4 @ TOP NO. 4 L BAR 8 "x18" 16 o/c 16" o/c 16 16" o/c 16" a/c (2) N0. 4 @ BTM @ 16" o/c 2' -9" to 4' -0" NO.5 @ NO. 4 @ B" 1' -8" 8 "x8" (2) NO.4 @ TOP NONE 8 "x12" 24" o/c 24" o/c w1STANDARD HOOK (2) NO.4 @ BTM @ 16" o/c 0' -8" to 2' -8" NONE NO.4 @ 24" o/c 811 T -4" NONE (2) NO.4 @ TOP NONE 24 o/c w /STANDARD HOOK (2) NO.4 @ BTM - ®2 SLAT ETM � 2 VERT. REINFORCING (V2)J NO. 4 @ 16" o/c HORIZ- (TYP) IN BOND BEAM BLOCK 8" CMU SOLID GROUT w /2500 psi FLUID CONCRETE GROUT moo: o� <w s� mN SEE 04/- FOR DRAINAGE US U d2 v73 CONTINUOUS BAR (CB)- � ^. WHEEL REINFORCING (HB) 3" MIN. 4" MAX. R:f N SCALE NTS NO.4 CONTINUOUS @ TOP GRADING AS OCCURS -� SLOPE AS OCCURS \ \ DOWEL REINFORCING (V1` AT QUAIL GARDENS DRIVE (T) 11 R I -III ' ®® 2 3" CUR. COVER TYP. ALL FTG STEEL HEIGHT WALL REINFORCING. FOOTING SPECIFICATIONS (H) DOWELS VERT. TOE HEEL KEY CONTINUOUS BAR HEEL BAR KEY (VD (V2) (D (B) (K)x(D) (CB) (HB) 6' -9" to 8' -0" NO.5 @ NO.4 @ 12" 4'-4" 17'x24" (4) NO, 4 @ TOP NO.4 L BAR 8 "x24" 8 o/c 16" o/c 8" o/c Q (2) NO. 4 @ BTM @ 16" o/c 5' -5" to 64" NO.5 @ NO.4 @ 8" Y -8" 8 "x14" (3) NO. 4 @ TOP NO. 4L BAR 8 "x18" 16 o/c 16" o/c 16" o/c 16" a/c (2) NO. 4 @ BTM @ 16" o/c 4' -1" to 5' -4" NO.4 @ NO.4 @ 8" 2' -8" 8 "x10" (3) NO.4 @ TOP NO.4 L BAR 8 "x12" 16" o/c 16" o/c w1STANDARD HOOK (2) NO. 4 @ BTM @ 16" o/c NO.4 @ NO.4 @ 8" 2' -0" 8 "x6" (2) NO. 4 @ TOP NONE 24 o/c 24" o/c (1) NO. 4 @ BTM DRAINAGE _ A 5tboQ- n sari R.Z •F 4459¢ o (0:3 ® REVISIONS p'd Date REVISIONS App'd Date REFERENCES CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By 0 - / /� /% a PT. NO. 1026'(ENC -26) OF CITY OF ENCINITAS M.S. Z.A.P M.S. - � pie - SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC �Plia repare Under Supervisio!y Of B IN SW COR OF DRAIN INLET AT W SIDE OF PARKING NTS A7* Date G Zp/3 Y•-, LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical 44594 Date: I SAXONY FLV.= T75A89' (NI NTS MARK S ANSON R.C.E. No. H 0 N 4" MAX. 3" MIN. 3" CUR COVER, TYP. ALL FTG STEEL ETAINING WALL SCALE NTS CONSTRUCTION NOTES 100. Concrete Masonry Units (CMU) shall be Grade N, standard CMU (F'm =1500 psi) with Grade M or S mortar (1800 psi). Finish shall be verified with architectural drawings or the owner. 101. All cells shall be solid - grouted w/2500 psi fluid concrete, except CMU fence solid -grout only the cells w /vertical reinforcing in them. 102. All reinforcing steel No. 4's & larger shall be Grade 60, all reinforcing steel smaller than No.4's shall be Grade 40, ASTM A615. 103. Backfill and drainage shall be per the soils report recommendations. 104. Tension reinforcement bars from the footing to the base of the CMU wall may not be bent into position. Contact the engineer for a retrofit as required. 105. Concrete footing shall be 2,500 psi. 106. Special inspection is required for all masonry walls. 107. Backfill and drainage per soils engineer and civil drawing. 108. 6" wide CMU fence wall horizontal joint reinforcing shall comply w /ASTM A82 /A82M, 80,000 psi tonsil strength. 6" wide CMU fence horizontal joint reinforcing shall be mill galvanized /zinc coating, ASTM A541/A641M 0.10 oz /sq. ft. STATEMENT OF SPECIAL INSPECTION The structural design of all concrete footings has been based on a Pc of 2,500 psi and does not require special inspection per CBC 1704.4 In addition to the regular inspections per CBC Appendix Chapter 1 section 109, the following items will also require special inspection in accordance with CBC 1704. ITEM REMARKS Soils 1. Verify materials below footings are adequate to achieve the design Compliance bearing capacity. (Periodic) with Soils 2. Verify excavations are extended to proper depth and have reached Report proper material. (Periodic) J. Perform classification and testing of controlled fill materials. (Periodic) 4. Verify use of proper material, densities, and lift thicknesses during Placement and compaction of controlled fill. (Continuous) 5. Prior to placement of controlled fill, observe subgrade and verify that the site has been prepared properly. (Periodic) CMU construction 1. Construction of mortar joints. (Periodic) 2. Size, type, & grade of rebar and structural elements. (Periodic) 3. Prior o grouting, out space is clean. (Periodic) 4. Placement of grout. (Continuous) Ati WALIL ,OES.TGA1 1ZEV1EWC0 ANO APPROVED F04 6NGSIJE4FJZ1A1G RETAINING WALL 8Y es&u. c ®RP. ®N a -5 -13 AS Pc #1 /�-1IO(a. ATE OFCP SCALE NTS SIGNED ON: 1/10/2013 La���C�OGQ4C�I� REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: � By: - ALiA 10900-G M�� � ASIH MAHER PQUIIrl SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE -1 - <� Do+6: 2-9 CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA SHEET 39 OF 51 WALL FOOTING SPECIFICATIONS HEIGHT REINFORCING. (H) DOWELS VERT. TOE HEEL KEY - CONTINUOUS BAR HEEL BAR (VO (V2) (T) (B) (K) %(D) (CB) (HB) 4' -9" to 6' -0" NO.5 @ NO. 4 @ 8" 4' -4" 8 "x24" (3) NO. 4 @ TOP NO. 4 L BAR 8" o/c 16" o/c (2) NO.4 @ BTM @ 16" o/c 3' -5" to 4' -8" NO.5 @ NO.4 @ 8„ 3' -2" 8 "x18" (2) N0.4 @ TOP NO.4 L BAR 16" o/c 16" a/c (2) NO.4 @ BTM @ 32" o/c 04" to 31-4" NONE N0.4 @ 24" o/c 8" T -8" 8 "x12" (2) N0.4 @ TOP NONE w1STANDARD HOOK (2) NO.4 @ BTM ETAINING WALL SCALE NTS CONSTRUCTION NOTES 100. Concrete Masonry Units (CMU) shall be Grade N, standard CMU (F'm =1500 psi) with Grade M or S mortar (1800 psi). Finish shall be verified with architectural drawings or the owner. 101. All cells shall be solid - grouted w/2500 psi fluid concrete, except CMU fence solid -grout only the cells w /vertical reinforcing in them. 102. All reinforcing steel No. 4's & larger shall be Grade 60, all reinforcing steel smaller than No.4's shall be Grade 40, ASTM A615. 103. Backfill and drainage shall be per the soils report recommendations. 104. Tension reinforcement bars from the footing to the base of the CMU wall may not be bent into position. Contact the engineer for a retrofit as required. 105. Concrete footing shall be 2,500 psi. 106. Special inspection is required for all masonry walls. 107. Backfill and drainage per soils engineer and civil drawing. 108. 6" wide CMU fence wall horizontal joint reinforcing shall comply w /ASTM A82 /A82M, 80,000 psi tonsil strength. 6" wide CMU fence horizontal joint reinforcing shall be mill galvanized /zinc coating, ASTM A541/A641M 0.10 oz /sq. ft. STATEMENT OF SPECIAL INSPECTION The structural design of all concrete footings has been based on a Pc of 2,500 psi and does not require special inspection per CBC 1704.4 In addition to the regular inspections per CBC Appendix Chapter 1 section 109, the following items will also require special inspection in accordance with CBC 1704. ITEM REMARKS Soils 1. Verify materials below footings are adequate to achieve the design Compliance bearing capacity. (Periodic) with Soils 2. Verify excavations are extended to proper depth and have reached Report proper material. (Periodic) J. Perform classification and testing of controlled fill materials. (Periodic) 4. Verify use of proper material, densities, and lift thicknesses during Placement and compaction of controlled fill. (Continuous) 5. Prior to placement of controlled fill, observe subgrade and verify that the site has been prepared properly. (Periodic) CMU construction 1. Construction of mortar joints. (Periodic) 2. Size, type, & grade of rebar and structural elements. (Periodic) 3. Prior o grouting, out space is clean. (Periodic) 4. Placement of grout. (Continuous) Ati WALIL ,OES.TGA1 1ZEV1EWC0 ANO APPROVED F04 6NGSIJE4FJZ1A1G RETAINING WALL 8Y es&u. c ®RP. ®N a -5 -13 AS Pc #1 /�-1IO(a. ATE OFCP SCALE NTS SIGNED ON: 1/10/2013 La���C�OGQ4C�I� REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. ROUGH GRADING PLANS FOR: � By: - ALiA 10900-G M�� � ASIH MAHER PQUIIrl SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE -1 - <� Do+6: 2-9 CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA SHEET 39 OF 51 A A' 280 r - _.. 280 I LOT 32 CHANNEL ( PROPOSED GRADE LOT 69 (251 0) ) 254 0 ISLAND DR ., -- 260 EXISTING GRADE PROPOSED MIRAFI 140N GEOFABRIC J _ _ B 1 RETAINING QUAIL 260 J -`- -- - - -E� °-- - - - -- ?- - - - ° -- - - WALL GARDENS 240 - Qudf 10' �, DRIVE i Z' BURIAL _ I - _ 240 Z O ... BOTTOM -233.5 10 5 o Qaf -.. Q - -- Tt _ QaV a < > 220 -- _ -__ r -_.. -- - >�' - -- ___._ __- 220 LU W J W 200 -___ -__ __ -_. !_ +- + - T - -- Tt - - -- -` 200 W 180 180 0 20 40 60 80 100 120 140 160 180 200 220 240 250 DISTANCE GEOLOGIC CROSS - SECTION A -A' SCALE: 1" = 40' (Vert. = Horiz.) B 2807 260 J Z 240 O H- 220 w W 200 180- BOTTOM 234.. ` _2_�Qal Qaf Tt I Tt 1 20 40 60 80 100 120 140 160 180 200 220 240 25C DISTANCE GEOLOGIC CROSS - SECTION B -B' SCALE: V = 40' (Vert. = Horiz.) B' 280 260 J 240 Z O 1- 220 j w J 200 W 180 C Qaf........ FILL ASSOCIATED WITH GRADING OF QUAIL GARDENS DRIVE EXISTING CHANNEL ISLAND DR LOT 67 (254.0) ( EXISTING RETAINING SCALE 280 GRADE WALL - - MIRAFI 140NGEOFABRIC- -- PROPOSEDGRADE� - _ - -- QUAIL ISLAND DR 10' QGdf B -2':.. j. 10' GARDENS 260 `� 5 (256 0) LOT 35-- R DRIVE 260 1, J PROPOSED GRADE - l--- .-- - --•.l --- J- .---- �... { - -�. J QUAIL 3 BURIAL MIRAFI 140N GEOFABRIC 10 Q10 R GARDENS Tt Z 240 -- t BOTTOM 234.. ` _2_�Qal Qaf Tt I Tt 1 20 40 60 80 100 120 140 160 180 200 220 240 25C DISTANCE GEOLOGIC CROSS - SECTION B -B' SCALE: V = 40' (Vert. = Horiz.) B' 280 260 J 240 Z O 1- 220 j w J 200 W 180 C Qaf........ FILL ASSOCIATED WITH GRADING OF QUAIL GARDENS DRIVE QUdf.___.UNDOCUMENTED Cr 280 .... ALLUVIUM Tt SCALE 280 ... TORREY SANDSTONE CHANNEL APPROX. LOCATION OF GEOLOGIC CONTACT EXISTING (Queried Where Uncertain) B -i 11 ........APPROX. ISLAND DR LOT 65 (255.0) EXISTING RETAINING S A N D I E G O , I N C 260 `� 5 (256 0) LOT 35-- - -- - GRADE WALL - . t. _- 260 1, J PROPOSED GRADE - l--- .-- - --•.l --- J- .---- �... { - -�. J QUAIL 3 San Diego, Ca 92121 MIRAFI 140N GEOFABRIC 10 Q10 R GARDENS LOT 63 Z 240 ._ t DRIVE _. - 240 Z p Tt 1:- BU RIAL •,Qaf O ----------------- ,. (260.0) 111 �*_ (256 0) 220 - - -- _- *- BOTTOM =235.3 - ' - "`�- 220 w L w 10' Tt W zoo - - - -- - - -._ - - - - - - -- ` - - -- ,Qaf. __- zoo J .. Tt 180 _ v 140N GEOFABRIC 10' MIRAFI I ti 180 0 20 40 60 80 100 120 140 160 180 200 220 240 250 DISTANCE GEOLOGIC CROSS - SECTION C -C' 240 z O_ SCALE: 1" = 40' (Vert. = Horiz.) J �L z O Q w W 1 X280 CHANNEL - -- T I -_ -_- ISLAND DR ( ) PROPOSED RETAINING WALL ,.. MIRAFI 140N GEOFABRIC3 258 -0 - PROPOSED GRADE -.: EXISTING CHAIN -_... _ 260 ------- -- -_ - -_- 10 LINK FENCE QUAIL J ?�_R EXISTING GARDENS BURIAL - �"`� `.e { GRADE DRIVE -- 240 z - BOTTOM =235.0 5' Qal - - -_ -_ - -- -__ ! `' �- _ 220 Tt ? �_ Zia > Tt 'L -_ -. -_- - -_ -__, 200 W Tt 180 0 20 40 60 80 100 120 140 160 180 200 220 240 250 DISTANCE GEOLOGIC CROSS - SECTION D -D' SCALE: 1 "= 40' (Vert. = Horiz.) ' LEGEND Qaf........ FILL ASSOCIATED WITH GRADING OF QUAIL GARDENS DRIVE QUdf.___.UNDOCUMENTED FILL Qal._ .... ALLUVIUM Tt SCALE ... ... TORREY SANDSTONE ....... APPROX. LOCATION OF GEOLOGIC CONTACT (Queried Where Uncertain) B -i 11 ........APPROX. LOCATION OF EXPLORATORY BORING .— ........ BURIALLIMITS f i 4 "rr i "LS p , SUBDIVISION RETAINING E App'd I Date REVISIONS p'd Date I REFERENCES CITY OF ENCINITAS BENCH MARK SCALE - X301 -7- E280 280 OFFSITE IMPROVEMENT PLAN 11294 -1 ;.... R -_:- - - - -: _._ I __ - ry, S A N D I E G O , I N C I _. _ -... - - - - - -- T- TT - - -- r T:I 1 " =40' ENGINEERING San Diego, Ca 92121 O LOT 62 SURVEYING LOT 63 LOT 64 R LOT 65 R LOT 66 R LOT 67 R LOT 68 iR LOT 69 SAXONY P -0 R.S. 700 -I ESD 62 260 ----------------- ,. (260.0) 111 (258 O) 1 -r (256 0) (255.0) (255.0) (254.0) (254.0) (251 O) 10' MIRAFI 140N GEOFABRIC �- - ` J .. _ v 140N GEOFABRIC 10' MIRAFI I ti z 240 240 z O_ I �- I � O - � BURIAL !. I Q220 ,. _ .. _. , _ —r _. _. __ -. 1 ____ - - .. t-- . - - __ i. 220 Q > -.. W w J J W 200 - - - -_ -. _. - 1- r -__- _ _._ . ._._. ______ - -- t---- : °__'— '° _ 200 W 180 I 180 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 REVISIONS App'd I Date REVISIONS p'd Date I REFERENCES CITY OF ENCINITAS BENCH MARK SCALE - X301 -7- yf77 OFFSITE IMPROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) of CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189` (NAVD'88) Horizonte S A N D I E G O , I N C I No. 47945 Exp. 12/31/13 PLANNING W/7 IMPROVEMENT PLAN 10900 -1 1 " =40' ENGINEERING San Diego, Ca 92121 O Q' 9 C(V(L SURVEYING PH(858)558 -4500 FX(858)558.1414 QUAIL GARDENS 6514 -I 5790 -1 Vertical 2 SAXONY P -0 R.S. 700 -I ESD 62 O ENGINEERING SERVICES DEPARTMENT DISTANCE CROSS - SECTION E -E' SCALE: 1 "= 40' (Vert. = Horiz.) jeslgnea by urawn is uneCKea tsy J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. / PIS aS Pr ar d Under Supervisiop O gy;_ Date 7.L^� Date _ISA S. VIALPAN 0 R C -F Nn 4 _7945 Date: REVIEWED BY I NOTES: 1. LOCATION OF UNDOCUMENTED FILL (Qudt) AND ALLUVIUM (Qal) BASED ON SUPPLEMENTAL GEOTECHNICAL INVESTIGATION BY GEOCON DATED 12 -11 -12 (PROJECT NO. G1362- 32 -01) 2. AVAILABLE BURIAL LOCATIONS BASED ON THE FOLLOWING RECOMMENDATION BY GEOCON: A. APPROXIMATE 10' SOIL COVER (7' MINIMUM) B. V REMOVAL OF ALLUVIUM (Qal) C. 2:1 MAX. SLOPE 3. BURIAL INFORMATION BASED ON RAW SOIL REMOVAL. 4. HORIZONTAL LIMITS ARE APPROXIMATE & BASED OFF OF CROSS SECTIONS PER GEOCON'S SUPPLEMENTAL GEOTECHNICAL INVESTIGATION DATED 12 -11 -12 5. ON LOT DRIVEWAYS, WATER QUALITY FEATURES, AND GARAGES WILL ENCROACH INTO THE 10' SOIL COVER BUT WILL BE SEPARATED FROM THE CONTAMINATED SOIL BY A MINIMUM T SOIL COVER. 6. REFER TO GEOCON REPORT CONSTRUCTION DETAILS. 22.5 4 / / / f 40 0 40 80 120 SCALE 1 "= 40' z; _ Date 8171/ 7 SIGNAAE LPL /SA S.V /A 00 P.E. No. 47945 Printed Name My Registration Expires ?- 17 Discipline Ci \IIL' CITY OF ENCINITAS aF SS a HUNSAKER f#20 & ASSOCIATES DO 0- Z S A N D I E G O , I N C I No. 47945 Exp. 12/31/13 PLANNING 9707 Waples Street �p -- ENGINEERING San Diego, Ca 92121 O Q' 9 C(V(L SURVEYING PH(858)558 -4500 FX(858)558.1414 O F CAl \E 2 O ENGINEERING SERVICES DEPARTMENT Drawing No. 3 By: C77 I ALTA 10900 -G GLENN PRUIM SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE Date: 3�1��/3 CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA SHEET 40 OF SI E P 7 SEE SHEET 5 SEE SHEET 7 SEE SHEET 8 - — — — — CIF 1 54 / - \ 278 :, 1 - -- — - - -- I — - -- _ I \ I 265 270 — — I I - '1 2 4 I � 6Q'I ' 3 \ _ I , - _ - 1 1 --- -��260 265 270: — ` _ 57 r — - - ' 58 S9 '�`` 61. , 62 . 1 ' 2so 2ss' 260 n j P. 7 — I, O. P ,iP... P C.] iC :.G Gam.. O _. d '...P Q ,P 1 OSa 0 !. o 5 . 5 0 2 10 0 131.76 3,SD 0 TYPE P 118.15 A S LAS!'l. WALL 0 91.16 � ` N 91 70 7 0 0.00 7 7 0 7.D0 00 "`'.7500.. • 0- SUBDI tSION v : 0 7.7 ' V � � o ' ` 75.00 13 9 250.7 TW o O v 0. -BROW ti DITCH PER DETAIL - F., n� 4 hk TY o PE BOUNDARY- a A= � ,�n !n h o q cr �n 4. �' �, � "<c 248.5 FO _ o 0 2a �o 2 ON SH d 02 : N ry, o s 2 , � � N 3 T o SUBDIVISION J W 2 D :1 ` N N s BROW `DiTC \ ?a N N 2 o H `2 2 • s N � 25 8TW \ 2 25 O N N N SUBDIt/lSION : N N s � BOUNDARY h TYPE A stO _ _ � a, W D 2, 1 N 49: , FG BOUNDARY ,' o — : 2 DITCH 0 .: N :. J 27 _ - - -= - BROW _ s _ - \ W 2 D=1' T--- -- >c 225 : " ".../ 6. \ J - - -- - - \ 1 27 O 6.1 % /9 i 3 / / ° .� v-�- -/ �_ 272- -. �® \ �� O :mss —•-- -- \ / \ y _ 25 N REST � .1 �- BENCH 6 i \\ D ! � "" ✓ �_ � \ �- \ / , / : 260 \ } i "� / s _, O 1 � s � 12 WIDE I I LANDING s:v OPE- / i 12 WIDE 2As ` \ \ 1 1 REST / o e j / \ BENCH \ BENCH 255 2s5 PD /NT / 2 'P 2% \ / ti i IOD FOR PUBLIC EASEMENT 'f _ \ / BENCH RECREATIONAL TRAIL h \ / \_ d f / \ '1 \\ REST PER 7272- SLOPE LANDING REC.- Izl� - - -- ST \� i `\ , ` T- I SLOPE / 1 MAX 2? 1.5 X � LAND G was A REST ` L } 1 LANDING I 2�s L ADP LANDING i SLOPE I \ \ 29 MA) SLOPE REST \ 2% MAX ! \ \ �? 2% MAX REST LANDING \ REST / LANDING LANDING SLOPE \� POINT / o SLOPE N SLOPE '27 MAX \ �' 2% MAX 2% MAX COVENANT REGARD.SNG P/lCsEA/L 271 C l a IOD FOR. PUBLIC °� ?moo OF UNCON7401.1-EO AA/D /VOA/- ST/?0( -rugAL \ RECREATIONAL TRAIL" w o m EASEMENT EMl6/4A/KMC�S/f /lEL�RDCD ON -/ -!� ��\ �, N PER Doc.�ar =- o?tIsvy > AS QOC.. �o/z- n'tft2SS4 REC.� IOD FOR PUBLlC 'A RECREATIONAL TRAIL PROPERTY \ i � BOUNDARY. EASEMENT \ PER DOC.2013.03 � S'fq X f LF ENCINITAS PROPERTIES LLC is 1 I Date I ash- ��� -os S A N D I E C O, I N C PLANNING LIMITS OF ENGINEERING GRADING k 1 gy CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 1 ADD OFFSITE GRADING SHEET 41 IRF.S, c . ; OFFSITE IMPROVEMENT PLAN 11294 -1 PT, NO. 1026 (ENC -26) OF CITY of ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.s° CITY OF ENCINITAS BRASS DISC IN SW NOR OF DRAIN INLET AT W SIDE OF PARKING LOT ON 5 SIDE SAXONY PLACE 200 Fr R OF ',', 1, ELV. 176.189• (NAVD'88) 2- ,1 J,S.R. J.C.N. /A.S.V. Horizontal l Y 1 J '1 p �� -/ t t r`] 21 ' �2 ONSITE IMPROVEMENT PLAN 10900 —I Plans P r d U der Supervisio Of Date G 3 �� ALISA S. VIALPAN 0 R.C.E. No. 47945 1 °_20 X s, D „r s:v OPE- / i 12 WIDE 2As ` \ \ 1 1 REST / o e j / \ BENCH \ BENCH 255 2s5 PD /NT / 2 'P 2% \ / ti i IOD FOR PUBLIC EASEMENT 'f _ \ / BENCH RECREATIONAL TRAIL h \ / \_ d f / \ '1 \\ REST PER 7272- SLOPE LANDING REC.- Izl� - - -- ST \� i `\ , ` T- I SLOPE / 1 MAX 2? 1.5 X � LAND G was A REST ` L } 1 LANDING I 2�s L ADP LANDING i SLOPE I \ \ 29 MA) SLOPE REST \ 2% MAX ! \ \ �? 2% MAX REST LANDING \ REST / LANDING LANDING SLOPE \� POINT / o SLOPE N SLOPE '27 MAX \ �' 2% MAX 2% MAX COVENANT REGARD.SNG P/lCsEA/L 271 C l a IOD FOR. PUBLIC °� ?moo OF UNCON7401.1-EO AA/D /VOA/- ST/?0( -rugAL \ RECREATIONAL TRAIL" w o m EASEMENT EMl6/4A/KMC�S/f /lEL�RDCD ON -/ -!� ��\ �, N PER Doc.�ar =- o?tIsvy > AS QOC.. �o/z- n'tft2SS4 REC.� IOD FOR PUBLlC 'A RECREATIONAL TRAIL PROPERTY \ i � BOUNDARY. EASEMENT \ PER DOC.2013.03 � S'fq X f LF ENCINITAS PROPERTIES LLC is 1 I Date I ash- ��� -os S A N D I E C O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING ti gy CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 1 ADD OFFSITE GRADING SHEET 41 IRF.S, c . ; OFFSITE IMPROVEMENT PLAN 11294 -1 PT, NO. 1026 (ENC -26) OF CITY of ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.s° CITY OF ENCINITAS BRASS DISC IN SW NOR OF DRAIN INLET AT W SIDE OF PARKING LOT ON 5 SIDE SAXONY PLACE 200 Fr R OF ',', 1, ELV. 176.189• (NAVD'88) 2- ,1 J,S.R. J.C.N. /A.S.V. Horizontal l 'T i ! J '1 p �� -/ t x ii 21 ' �2 ONSITE IMPROVEMENT PLAN 10900 —I Plans P r d U der Supervisio Of Date G 3 �� ALISA S. VIALPAN 0 R.C.E. No. 47945 1 °_20 X s, D s:v OPE- / i 12 WIDE 2As ` \ \ 1 1 REST / o e j / \ BENCH \ BENCH 255 2s5 PD /NT / 2 'P 2% \ / ti i IOD FOR PUBLIC EASEMENT 'f _ \ / BENCH RECREATIONAL TRAIL h \ / \_ d f / \ '1 \\ REST PER 7272- SLOPE LANDING REC.- Izl� - - -- ST \� i `\ , ` T- I SLOPE / 1 MAX 2? 1.5 X � LAND G was A REST ` L } 1 LANDING I 2�s L ADP LANDING i SLOPE I \ \ 29 MA) SLOPE REST \ 2% MAX ! \ \ �? 2% MAX REST LANDING \ REST / LANDING LANDING SLOPE \� POINT / o SLOPE N SLOPE '27 MAX \ �' 2% MAX 2% MAX COVENANT REGARD.SNG P/lCsEA/L 271 C l a IOD FOR. PUBLIC °� ?moo OF UNCON7401.1-EO AA/D /VOA/- ST/?0( -rugAL \ RECREATIONAL TRAIL" w o m EASEMENT EMl6/4A/KMC�S/f /lEL�RDCD ON -/ -!� ��\ �, N PER Doc.�ar =- o?tIsvy > AS QOC.. �o/z- n'tft2SS4 REC.� IOD FOR PUBLlC 'A RECREATIONAL TRAIL PROPERTY \ i � BOUNDARY. EASEMENT \ PER DOC.2013.03 � S'fq X f LF ENCINITAS PROPERTIES LLC EROSION CONTROL NOTE: ALL OFFSITE FILL SHALL BE HYDROSEEDED BENCH GRADING NOTE: GRADES SHOWN REPRESENT AVERAGE GRADE BETWEEN REST LANDINGS. MAX LONGITUDINAL GRADE SHALL NOT EXCEED 12.5 %. A E-3 "_1 I LT �• __ Dated SIGNATUt AL /$A S. V/ALPANDO P.E. No.47 45 P'inted Name My Registration Expires 12 17 Discipline Gt `/I L- No, 47945 Exp. 12/31/13 is 1 I Date & ASSOCIATI ash- ��� -os S A N D I E C O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING ti gy CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 1 ADD OFFSITE GRADING SHEET 41 . FILL w-r# 7,NL- OFFSITE IMPROVEMENT PLAN 11294 -1 PT, NO. 1026 (ENC -26) OF CITY of ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.s° CITY OF ENCINITAS BRASS DISC IN SW NOR OF DRAIN INLET AT W SIDE OF PARKING LOT ON 5 SIDE SAXONY PLACE 200 Fr R OF ',', 1, ELV. 176.189• (NAVD'88) 2- ,1 J,S.R. J.C.N. /A.S.V. Horizontal By: By: ASIH M GLENN PRUIM Date: Date: " 10900 -G T '1 p �� -/ t 21 ' �2 ONSITE IMPROVEMENT PLAN 10900 —I Plans P r d U der Supervisio Of Date G 3 �� ALISA S. VIALPAN 0 R.C.E. No. 47945 1 °_20 X s, D „r QUAIL GARDENS 6514 -I, 5790 -1 Vertical J EROSION CONTROL NOTE: ALL OFFSITE FILL SHALL BE HYDROSEEDED BENCH GRADING NOTE: GRADES SHOWN REPRESENT AVERAGE GRADE BETWEEN REST LANDINGS. MAX LONGITUDINAL GRADE SHALL NOT EXCEED 12.5 %. A E-3 "_1 I LT �• __ Dated SIGNATUt AL /$A S. V/ALPANDO P.E. No.47 45 P'inted Name My Registration Expires 12 17 Discipline Gt `/I L- No, 47945 Exp. 12/31/13 REVISIUNS HUNSAKER I Date & ASSOCIATI App'd S A N D I E C O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500' EX(858)558'1414 REVISIUNS App'd I Date REVISIONS App'd I Date I REFERENCES I CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By gy CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 1 ADD OFFSITE GRADING SHEET 41 OFFSITE IMPROVEMENT PLAN 11294 -1 PT, NO. 1026 (ENC -26) OF CITY of ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.s° CITY OF ENCINITAS BRASS DISC IN SW NOR OF DRAIN INLET AT W SIDE OF PARKING LOT ON 5 SIDE SAXONY PLACE 200 Fr R OF ',', 1, ELV. 176.189• (NAVD'88) J.S.R. /J.C.N. J,S.R. J.C.N. /A.S.V. Horizontal By: By: ASIH M GLENN PRUIM Date: Date: ROUGH GRADING PLANS FOR: ALTA SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA 10900 -G A9- ouu- -r p �� -/ ONSITE IMPROVEMENT PLAN 10900 —I Plans P r d U der Supervisio Of Date G 3 �� ALISA S. VIALPAN 0 R.C.E. No. 47945 1 °_20 D QUAIL GARDENS 6514 -I, 5790 -1 Vertical SAXONY P —K4 R.S. 700 —I ESD 62 N/A SHEET 41 OF 61 qZ J Z Q 0 V O J Q 0 I Q) O O O Z I w Lw qZ J Z Q 0 V O J Q 0 I Q) O O O Z I LEGEND: LOT NUMBER PER FINAL MAP Total RequiredABMP PROJECT BOUNDARY COLOR SCHEMF LOT LINE BACKFI.OW PREVENTOR REQ. (UPSTREAM SWR MH>FINISHED FLOOR ELEV.) (49/6 of Weighted Surface Area) ER ELS CONTOUR ELEVATION SLOPE (2:1 MAX) <= 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) 33 66 2 00 LOT NUMBER PER FINAL MAP Total RequiredABMP C 0LOR1 COLOR SCHEMF Area Provided Right Side BACKFI.OW PREVENTOR REQ. (UPSTREAM SWR MH>FINISHED FLOOR ELEV.) (49/6 of Weighted Surface Area) ER ELS ENHANCED RIGHT SIDE ELEVATION /ENHANCED LEFT SIDE ELEVATION (ft2 AIR CONDITIONING UNIT (ft2 (ft, [L 2 EX. RETAINING WALL (H=TW-FG) (PER 10900-G SEPARATE PERMIT) 1 291 141 142 EX. WATER LATERAL (PER 10900-1) 33 66 331 EX. SEWER LATERAL (PER 10900-1) 4-__ 99 EX. STORM DRAIN LATERAL (PER 10900-G) 67 265 EX. SEWER (*8- PVC) - -- - -- 24 EX. WATER (*B PVC) 68 358 EX. STORM DRAIN 172 131 41 69 EX. rIffr rITUNAM -NO PARKING-FIRE LANE- SIGN (PER 10900-1) STREET LIGHT STEP IN GARAGE WITHIN BLDG. FROM FINISHED FLOOR TO GARAGE. EXT PAD ELEV. DOES NOT CHANGE.) ON LOT WATER QUALITY BIORETENTION BASIN (SEE DETAILS THIS SHEET) l wj!�! LANDSCAPE BLOCK � x i l; ' : BLOCK, ALLAN BLOCK LANDSCAPE TW=BASIN FG+8" (1 COURSE) BASIN FG+16" (2 COURSE) OR &ASIAI FG-t- 059'(3 cptlA myn/)eet? COLOREp Tp mAnc" PRIvAr,�r w,4,LLsr -------- 7' PER SOILS ENGINEER'S RECOMMENDATIONS) FOOTING ADJACENT TO SLOPE NOT TO SCALE % L@k LLI W _j L 31 LOU L _j to c:1 FINISH FLOOR CO rx FINISH FLOOR o-BLDG PAD _21T MIN. 2% M BLDG PAD 4 21 ME11 =11 IL r TYPICAL DEEPENED FOOTING NOT TO SCALE I PRECISE GRADING PLANS FOR: 1 CHANNEL ISLAND MODELS (LOTS 65-69) ---- - -------- - --------- I ON-LOT BIORETENTION AREAS: Lot Number Contingency (105/6 of ImperviousArea) Total RequiredABMP Total Provided Aamp Area Provided Left Side Area Provided Right Side (49/6 of Weighted Surface Area) LLj (ft2 (ft, ) (ft2 (ft, [L 2 65 1 291 141 142 109 33 66 331 158 159 99 60 67 265 125 60** 24 35 68 358 171 172 131 41 69 268 139 141 52 89 "ADDITIONAL WATER TREATMENT PER MODULAR WET-LAND U LJ ....... ... _4 ,XIST. QUAIL GARDENS DRIVE ........ . .. ---- ------- ------- - ------------ y- ------ - 411j, -- - - ----- ---------- P� 7 zi k k W_ ------ _1241 44 _x Pr� I 7 0 o. U-" 75.00 4�c Ar P => r=> => => => r I_ LU - -------- - -------- '410 -------------- 15b . ... . ... ... NN C-) MODEL 6W q 3B COLOR:9 NN I P=251.0 % FF=251.67 O' L 0, 51.17 cs 45 IN J MODEL 68 5AR COLOR:5 P=254.0 rF=254.67 UD I i!sw ry /zl` ��,,MODEL 660 MODEL 67* Z' i ca 1CR j 8 1: sa 6AR MODEL 65 9 z (2g' COLOR:8 COLOR:1 RZ 4CR I 6:5czi .0, P=254.0 P=255.0 COLOR:7 FF=254.67 I j FF= 255.67 L-I 01 b Zsp P=255.0 INS, 01 CZ5 FF=255.67 LU RISER W RISERS �1 C 01- I' L'j co ON '4 IR (1-5 I�z i �a_ - I\ RISER o, Uj V rjj IN (A Q a; XRREISOTS 17 GFF= e-1 9. 0�1 GFF= CP 40 z 64 P=25&O 0 jI z z: -0 .............. 0) O 77.00' Q�v .0 A - ------ --- - ------------- -- ----- �--\ - -------- - T -------- -- --- -- ----- .. .. .. .. ... .. .. w .. . .. .. .. ............. ............. ------ Ns 'IN T _A4 N q* N (a 8" PVC SEWER R 1PER 10900-1 It'q n tN tcl C N��_ H� -44 00z i 00 C EL 00-1 1.0 VIC WA TER /'W 10900--/ j 1 ISLAND DR.1 100'zz M "I R, F7NISHEO FLOOR ELEVA %31 -------------- ------ LANDSCAPE WALL OPTION (TW=BASIN FG + 7- ------ P=25Z5 ------ A__ U) DEEP ROOTED, DENSE. DROUGHT TOLE a' FOR WELL DR41NED SOIL (CAREX 6U Fr . . . . . . . . . . . . . . . . . F ..... . . . . . . PER LANDSCAPE PLANS) SEE SHEET 44 ---------- RETENTION AREA SHALL BE LEVEL AND DEPRESSED OWNER: NOTES: pFESSlO A MINIMUM OF 6" FROM THE SURROUNDING GRADE SHEA HOMES LIMITED PARTNERSHIP, . ROUGH GRADING & RETAINING WALL PERMIT PER 101900-G. SOILS ENGINEER CERTIFICATE IR yk� E. 4f D IN BOX % 1 2-3m HARDWOOD MULCH A CALIFORNIA LIMITED PARTNERSHIP ATTRIUM GRADE - 2. IMPROVEMENT PLA PERMIT PER 10900-T. I, TREVOR MYERS A REGISTERED CIVIL ENGINEER IN THE STATE OF (NDS OR EQUIV.) 9990 MESA RIM ROAD V) . RC63773 Y -PRINKLER CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 4 6" 3. AUTOMATIC FII.E SPRINKLER SYSTEM: AN AUTOMATIC FIR rn SAN DIEGO, -- 92021 SYSTEM SHALL BE INSTALLED AS PER N.F.P.A. 13D, THE MOS- CURRENT MECHANICS, HEREBY CONFIRM THAT A SAMPL-1,NG AND STUDY OF THE SOIL Zu (858) 526- jO 3 EDITION SHALL BE USED AND THE ENCINITAS FIRE DEPARTMENT POLICIES. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY LEIGHTON AND ASSOCIATES, INC. IN FEB. 2007. ONE COMPLt-LE COPY THE SOILS REPORT T RP DEEPEN FOOTING I 1 WSQUEEN 30 MIL VISQUEEN LINER ADDRESS: DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION COMPILED FROM THIS STUDY "GEOTECHNICAL TNV�',ISTTGATION, PROPOSED F LINER "ZMNITAS CALTFORNIA" TO KEEP LINE OF 24" MIN. ENGINEERED SOIL LOT 65: 828 CHANNEL ISLAND DRIVE BUREAU AND APPROVED PRIOR TO INSTALLATION. PLANS AND INSTALLATION RESIDENTIAL DEVELOPMENT, BAHLMANN PROPERTY EN INFLUENCE I *SEE NOTE BELOW LOT 66: 824 CHANNEL ISLAND DRIVE MUST BE BY A C16 LICENSED SPRINKLER CONTRACTOR. AN UPDATED REPORT DATED MAY 25,2011 BY GEOCON INC. AND SUPPLEMENTAL BELOW TRENCH 2-3- OF 318- GRAVEL LOT 67: 820 CHANNEL ISLAND DRIVE 4. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED GEOTECHNICAL INVESTIGATION DATED 12-11-12 BY GEOCON 1ANC. HAS BEEN P S•V"44 -3" COVER OVER PIPE OF LOT 68: 816 CHANNEL ISLAND DRIVE AS SHOWN ON e5 -9y (;KU-')HL ROCK 0 APPROVED FIRE SPRINKLER PLANS. A MINIMUM I INCH WATER REVIEWED THESE GRADING PLANS & UPDATE REPORT AND 'CERTIFY THAT SUBMITTED I( THE OFFICE OF THE CITY ENGINEER. FURTHENORE , I HAVE -7t LOT 69: 812 CHANNEL ISL�_','T) DRIVE METER SHALL BE INSTALLED. THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THt-S PROJECT No. 47945 CONNECT TO EX. STORM ASSESSOR'S PARCEL NUMBER: 5. A FIRE UNDERGROUND FLUSH CER-IFTCATION SHALL BE REQUIRED AT FINAL HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIOTts. Exp. 12/31/15 2' MIN. DRAIN STUB LOT 65:256-440-65 INSPECTION. 4" PVC PIPE LOT 66:256-440-66 6. A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR CIVI 30 MIL VISQUEEN LINER 2-30 OF GRAVEL LOT 67:256-440-67 TO FRAME INSPECTION. ONLY NEW PIPING SHALL BE TESTED. TIE 4" PERFORATED PVC 4" PERFORATED PIPE LOT 68:256-440-68 7. GRADES EXCEEDING 15% SHALL BE A SURFACE OF PORTLAND CEMENT SIGNED: 1AISrALL 7Z/Jer R&M,00AV45A4EA17' .47- PIPE INTO RISER PLACE PIPE WITH PERFORATIONS AT THE INVERT LOT 69:256-440-69 CONCRETE (PCC) WITH A DEEP BROOM FINISH PERPENDICULAR TO THE TREVOR MYERS DATE ENTIRE DIRECTION OF TRAVEL. R.C.E. NO. 63773 ORAIAIAere A4.0VvZ.1A1,E FtTA��R M BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24- DEEP -SANDY ZONE: 8. PLEASE REFER TO MODEI LANDSCAPE PLANS FOR INTERIM MODEL PEDESTRIAN EXP. DATE: 09/30/2016 gor7'OA4 or- wA rete a LjA z_1 rr LOAM" SOIL MIX WITH NO MORE THEN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-607. SAND, 20-30Z COMPOST OR HARDWOOD MULCH AND 20-309 TOPSOIL. R-3 C ES HUNSAKER THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED TYPICAL BUILDING SETBACKS: 9• ALL MIVIlli CONCKM COLM 940 DIE" FVFF. PROJECT NO.: G1362-32-01 AS BUILT & ASSOCIATES GEOCON INCORPORATED ON ENCINITAS STORMINATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA 25.0' MIN. FRONT YARD SETBACK TO HOUSE (TYPICAL) RISER NOTE: t XcA_K1IRI' P AT FRONT DO SAN DIEGO, INC .�# SE OR TYPICAL UNLESS 6960 FLANDERS DRIVE '-?ate OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. 19.0' �',IN. FRONT 'CARD SETBACK TO HOUSE (MAX. _0% OF LOTS OTHERWISE NOT') ON PLAN . 4" RISER INTO GARAGE SAN DTEC-,), CA 92121 sk - ' - - -_ p ah a- PLANNING 9707 BIORETENTION DETAIL (SECTION 'A-A 1) 25.0' PER MUNICIPAL CODE 30.16.101B11c) TYPICAL UNLESS OTHERWISE NOTED ON PLAN. (858) 558-6900 AjL1 _45.-VIALPA"DO C. No. 47-94.5 daples Street MIN. REAR YARD SETBACK TO HOUSE ENOWERING San Diego, Ca 92121 NOT TO SCALE 10.0' MIN. SIDE YARD SETBACK TO ADJACENT RESIDENTIAL LOT SURVILYNG PH(858)550.4500• FX(858)s 5q 1414 (TYPICAL UNLESS OTHERWISE NOTED ON PLAN) ZINEW suLcEr L�y 1*2/17 Disc'ipline CIVIL, REVISIONS App d Date REVISIONS 1pp'd Date REFERE=ES CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked B7j REVIEWED B NEW SHEET 42 YC,041 P44W ;�; 3 119-11-17 oFFsTE IMPROVEMENT PLAN 11294-1 PT. NO. 1026 (ENC-26) OF CITY OF ENCINITAS J.S.R./J.C.N. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 14\Rev1s451Ao_o �,JvrE CONTROL NEFTWORK PER R.O.S. 18416. Horizontal IlONSFE IMPROVEMENT PLAN 10900-1 'D'ES"CEIPTION: 2.5• er OF ENCINITAS BRASS DISC 1'=2(Y Ins P or U der Supervisio By: By: ,IV IV I t_, PRECISE GRADING PLANS FOR: ALTA 10900-G e$)k7r_'j1ss1A MOM QUAIL GARDENS 6514-1, 5790-1 IN SW CDR OF DRAIN INLET AT IN SIDE OF PARKING 7�7�q- MASH MAHER /7\ ADD L>9A /At To 04ff T,4 LOT ON S SIDE SAXONY PLACE 200 Fr W OF Vertical Date Pair GLENN PRUM SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE SAXONY ELV.=175.189• (NAVU88) N/A ALISA S. A ILIPAN 0 R.C.E. No 479/a Date: Date: :7#1001 A ICASE NO. 11-115 TMDBMOD/BA/DR/CDP/Fl ftf SI O O O C: cr_ LLj W cc "I R, F7NISHEO FLOOR ELEVA %31 -------------- ------ LANDSCAPE WALL OPTION (TW=BASIN FG + 7- ------ P=25Z5 ------ A__ U) DEEP ROOTED, DENSE. DROUGHT TOLE a' FOR WELL DR41NED SOIL (CAREX 6U Fr . . . . . . . . . . . . . . . . . F ..... . . . . . . PER LANDSCAPE PLANS) SEE SHEET 44 ---------- RETENTION AREA SHALL BE LEVEL AND DEPRESSED OWNER: NOTES: pFESSlO A MINIMUM OF 6" FROM THE SURROUNDING GRADE SHEA HOMES LIMITED PARTNERSHIP, . ROUGH GRADING & RETAINING WALL PERMIT PER 101900-G. SOILS ENGINEER CERTIFICATE IR yk� E. 4f D IN BOX % 1 2-3m HARDWOOD MULCH A CALIFORNIA LIMITED PARTNERSHIP ATTRIUM GRADE - 2. IMPROVEMENT PLA PERMIT PER 10900-T. I, TREVOR MYERS A REGISTERED CIVIL ENGINEER IN THE STATE OF (NDS OR EQUIV.) 9990 MESA RIM ROAD V) . RC63773 Y -PRINKLER CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 4 6" 3. AUTOMATIC FII.E SPRINKLER SYSTEM: AN AUTOMATIC FIR rn SAN DIEGO, -- 92021 SYSTEM SHALL BE INSTALLED AS PER N.F.P.A. 13D, THE MOS- CURRENT MECHANICS, HEREBY CONFIRM THAT A SAMPL-1,NG AND STUDY OF THE SOIL Zu (858) 526- jO 3 EDITION SHALL BE USED AND THE ENCINITAS FIRE DEPARTMENT POLICIES. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY LEIGHTON AND ASSOCIATES, INC. IN FEB. 2007. ONE COMPLt-LE COPY THE SOILS REPORT T RP DEEPEN FOOTING I 1 WSQUEEN 30 MIL VISQUEEN LINER ADDRESS: DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION COMPILED FROM THIS STUDY "GEOTECHNICAL TNV�',ISTTGATION, PROPOSED F LINER "ZMNITAS CALTFORNIA" TO KEEP LINE OF 24" MIN. ENGINEERED SOIL LOT 65: 828 CHANNEL ISLAND DRIVE BUREAU AND APPROVED PRIOR TO INSTALLATION. PLANS AND INSTALLATION RESIDENTIAL DEVELOPMENT, BAHLMANN PROPERTY EN INFLUENCE I *SEE NOTE BELOW LOT 66: 824 CHANNEL ISLAND DRIVE MUST BE BY A C16 LICENSED SPRINKLER CONTRACTOR. AN UPDATED REPORT DATED MAY 25,2011 BY GEOCON INC. AND SUPPLEMENTAL BELOW TRENCH 2-3- OF 318- GRAVEL LOT 67: 820 CHANNEL ISLAND DRIVE 4. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED GEOTECHNICAL INVESTIGATION DATED 12-11-12 BY GEOCON 1ANC. HAS BEEN P S•V"44 -3" COVER OVER PIPE OF LOT 68: 816 CHANNEL ISLAND DRIVE AS SHOWN ON e5 -9y (;KU-')HL ROCK 0 APPROVED FIRE SPRINKLER PLANS. A MINIMUM I INCH WATER REVIEWED THESE GRADING PLANS & UPDATE REPORT AND 'CERTIFY THAT SUBMITTED I( THE OFFICE OF THE CITY ENGINEER. FURTHENORE , I HAVE -7t LOT 69: 812 CHANNEL ISL�_','T) DRIVE METER SHALL BE INSTALLED. THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THt-S PROJECT No. 47945 CONNECT TO EX. STORM ASSESSOR'S PARCEL NUMBER: 5. A FIRE UNDERGROUND FLUSH CER-IFTCATION SHALL BE REQUIRED AT FINAL HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIOTts. Exp. 12/31/15 2' MIN. DRAIN STUB LOT 65:256-440-65 INSPECTION. 4" PVC PIPE LOT 66:256-440-66 6. A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR CIVI 30 MIL VISQUEEN LINER 2-30 OF GRAVEL LOT 67:256-440-67 TO FRAME INSPECTION. ONLY NEW PIPING SHALL BE TESTED. TIE 4" PERFORATED PVC 4" PERFORATED PIPE LOT 68:256-440-68 7. GRADES EXCEEDING 15% SHALL BE A SURFACE OF PORTLAND CEMENT SIGNED: 1AISrALL 7Z/Jer R&M,00AV45A4EA17' .47- PIPE INTO RISER PLACE PIPE WITH PERFORATIONS AT THE INVERT LOT 69:256-440-69 CONCRETE (PCC) WITH A DEEP BROOM FINISH PERPENDICULAR TO THE TREVOR MYERS DATE ENTIRE DIRECTION OF TRAVEL. R.C.E. NO. 63773 ORAIAIAere A4.0VvZ.1A1,E FtTA��R M BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24- DEEP -SANDY ZONE: 8. PLEASE REFER TO MODEI LANDSCAPE PLANS FOR INTERIM MODEL PEDESTRIAN EXP. DATE: 09/30/2016 gor7'OA4 or- wA rete a LjA z_1 rr LOAM" SOIL MIX WITH NO MORE THEN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-607. SAND, 20-30Z COMPOST OR HARDWOOD MULCH AND 20-309 TOPSOIL. R-3 C ES HUNSAKER THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED TYPICAL BUILDING SETBACKS: 9• ALL MIVIlli CONCKM COLM 940 DIE" FVFF. PROJECT NO.: G1362-32-01 AS BUILT & ASSOCIATES GEOCON INCORPORATED ON ENCINITAS STORMINATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA 25.0' MIN. FRONT YARD SETBACK TO HOUSE (TYPICAL) RISER NOTE: t XcA_K1IRI' P AT FRONT DO SAN DIEGO, INC .�# SE OR TYPICAL UNLESS 6960 FLANDERS DRIVE '-?ate OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. 19.0' �',IN. FRONT 'CARD SETBACK TO HOUSE (MAX. _0% OF LOTS OTHERWISE NOT') ON PLAN . 4" RISER INTO GARAGE SAN DTEC-,), CA 92121 sk - ' - - -_ p ah a- PLANNING 9707 BIORETENTION DETAIL (SECTION 'A-A 1) 25.0' PER MUNICIPAL CODE 30.16.101B11c) TYPICAL UNLESS OTHERWISE NOTED ON PLAN. (858) 558-6900 AjL1 _45.-VIALPA"DO C. No. 47-94.5 daples Street MIN. REAR YARD SETBACK TO HOUSE ENOWERING San Diego, Ca 92121 NOT TO SCALE 10.0' MIN. SIDE YARD SETBACK TO ADJACENT RESIDENTIAL LOT SURVILYNG PH(858)550.4500• FX(858)s 5q 1414 (TYPICAL UNLESS OTHERWISE NOTED ON PLAN) ZINEW suLcEr L�y 1*2/17 Disc'ipline CIVIL, REVISIONS App d Date REVISIONS 1pp'd Date REFERE=ES CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked B7j REVIEWED B NEW SHEET 42 YC,041 P44W ;�; 3 119-11-17 oFFsTE IMPROVEMENT PLAN 11294-1 PT. NO. 1026 (ENC-26) OF CITY OF ENCINITAS J.S.R./J.C.N. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 14\Rev1s451Ao_o �,JvrE CONTROL NEFTWORK PER R.O.S. 18416. Horizontal IlONSFE IMPROVEMENT PLAN 10900-1 'D'ES"CEIPTION: 2.5• er OF ENCINITAS BRASS DISC 1'=2(Y Ins P or U der Supervisio By: By: ,IV IV I t_, PRECISE GRADING PLANS FOR: ALTA 10900-G e$)k7r_'j1ss1A MOM QUAIL GARDENS 6514-1, 5790-1 IN SW CDR OF DRAIN INLET AT IN SIDE OF PARKING 7�7�q- MASH MAHER /7\ ADD L>9A /At To 04ff T,4 LOT ON S SIDE SAXONY PLACE 200 Fr W OF Vertical Date Pair GLENN PRUM SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE SAXONY ELV.=175.189• (NAVU88) N/A ALISA S. A ILIPAN 0 R.C.E. No 479/a Date: Date: :7#1001 A ICASE NO. 11-115 TMDBMOD/BA/DR/CDP/Fl ftf SI O O O C: SEE SHEET 42 FOR PRECISE GRADING NOTES &DETAILS N w ��. ---------- 7 REVISIONS I App'd I Date I REVISIONS SHEET 43 �Ax W13,10 O I LT L o-r Coo 1171 ,BU /LT D-1147 I � PRECISE GRADING PLANS FOR: 1 CHANNEL ISLAND (PHASE 1: LOTS 61 -64) ADDRESS: LOT 61: 844 CHANNEL ISLAND DRIVE e LOT 62: 840 CHANNEL ISLAND DRIVE LOT 63: 836 CHANNEL ISLAND DRIVE LOT 64: 832 CHANNEL ISLAND DRIVE ASSESSOR'S PARCEL NUMBER: LOT 61:256- 440 -61 LOT 62 :256- 440 -62 LOT 63:256- 440 -63 LOT 64:256- 440 -64 IMPROVEMENT PLAN 11294 -1 Fr. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. MPROVEMENT PLAN 10900 -I DESCRIPTION: 2.S CITY OF ENCINITAS BRASS DISC IRDENS 6514 -I 5790 -1 IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF P -K4. R _ Inn -I. FSn R9 SAXONY ELV. 175.189' (NAVD'88) SCALE r =2o' J.S.R. /J.C.N. . Plans Pre ALISA S. SEE SHEET 44 P ON -LOT BIORETENTION AREAS: 4Q Lot Number Bldg& Walkway Contingency (10% of Impervious Area) Total Required ABMP Total Provided ABMP *Area Provided Left Side *Area Provided Right Side 707 Waples Street ENGINEERING San Diego, Ca 97121 (49/6 of Weighted Surface Area) PFI(858)S50.4500• FX(858)%II -U14 (ft2) (ft2) (ft2 J (ft2 (ftz) (ft2 ) 61 3591 359 175 177 78 99 62 3359 336 170 171 57 114 63 2668 267 137 138 59 79 64 3393 339 161 162 52 110 * LOOKING AT LOT FROM STREET NEv✓ $HEST n By Checked By I REVIEWED BY .R. J.C.N. /A.S.V. r Supervision qf By: By: Date MASH MAHER R.C.E. No. 47945 Date: Date: - 20 0 20 40 60 SCALE I"=20' •pr f d W `/t .0 S• . Date 8171 7 IGNATURE AL %SAS VIALPFIA100 P.E. No. 47545 nted Name My Rec:- ..ration Expires 12 17 Discipline CAVIL- A\ NEW SHEET No. 47945 Exp. 12/31/15 CITY OF ENCMTAS ENGINEERING SERVICES DEPARTMENT PRECISE GRADING PLANS FOR: /( LZ /( For GLENN PRUIM SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE I 'k. ILL "CF Mn 11-11F, TunRunn /RA /nR /rnP /FIA Drawing No 10900 -G 43 OF 51 0 I 0 0 O z 0 HUNSAKER & ASSOCIATI SAN DIEGO, INC PLANN'NG 707 Waples Street ENGINEERING San Diego, Ca 97121 %RVEYING PFI(858)S50.4500• FX(858)%II -U14 CITY OF ENCMTAS ENGINEERING SERVICES DEPARTMENT PRECISE GRADING PLANS FOR: /( LZ /( For GLENN PRUIM SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE I 'k. ILL "CF Mn 11-11F, TunRunn /RA /nR /rnP /FIA Drawing No 10900 -G 43 OF 51 0 I 0 0 O z 0 SEE SHEET 42 FOR PRECISE GRADING NOTES & DETAILS 20 0 20 40 60 SCALE 1"=20' ON -LOT BIORETEN o ION AREAS: kn 7t �T�rT4l �i rT� rPr�TWl Wes( Ln LOT NUMOER C0NT-UZeNCY(I0% OFIMPBRVIOUSAREA) To 7-AL RB4LIlRFDA5r,,IP "TOTAL PROVIDED AgMp VAcFeA fR6V(AED L;Fr8IPF *AREA PRCNIDED ItlOffS6DE (4110 oFwEt6prep S u)tF;A&r -AREA) Designed By Drawn B Checked By REVIEWED BY (Fri) (Pr-') Drawing No. (F72) (F712) 34 3 59 197 191 466 131 3 S 959 13to 138 to$ -70 310 3S9 172 172 53 119 3-7 337 )6o L60 10 57 (00 2&2 1 134 134 1 78 1 6; * LOOKING AT LOT FROM STREET ADDRESS: LOT 34: 845 CHANNEL ISLAND DRIVE LOT 35: 849 CHANNEL ISLAND DRIVE LOT 36: 853 .CHANNEL ISLAND DRIVE - LOT 37: 857 CHANNEL ISLAND DRIVE LOT 60: 848 CHANNEL ISLAND DRIVE ASSESSOR'S PARCEL NUMBER: LOT 34:256- 440 -34 LOT 35:256- 440 -35 LOT 36:256- 440 -36 LOT 37 :256- 440 -37 LOT 60:256- 440 -60 IEW SHEET 44 IEW SHEET 44A (ADD MODEL PARKING M01/6 8.9CK PVO. 13A31/J AS- auwTL075 311`33(0 = A5- AulL_-v LOT$ 35q 37 Date I REVISIONS I AS- eUIL -r r- 6--- - - -_.r SEE SHEET 42 REFERENCES CITY OF ENCINITAS BENCH MARK IMPROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENG -26) OF CITY OF ENCINITAS SURVEY CONTROi NETWORK PER R.O.S. 16416. IMPROVEMENT PLAN 10900 -1 DESCRIPTION: ?., CITY OF ENCINITAS BRASS DISC ARDENS 6514 —I 5790 —I IN SW CDR vP DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF P -K4. RS Inn -I. FSD F9 SAXONY ELV =175.189' (NAVD•88) SEE SHEET 43 SEE SHEET 46 INSTALL BIO- RETNETION BASINS PER PRECISE PLAN AT LEFT U11ANNEL ISLAND DR. " y.�7Ezli 253.9 TG t� 4% S 253.0 IE / 0 - ?S 2ya. � F s¢ 1 1 S gE� 6.0' ti � S� o ?sA ss .0' mil .0% d� '! TYP.) 1 - A) �4 tIC ON 95 %a � 't COMPACTED F ry I \ � SUBGRADE \ h a f r.,V ry h N ua I DOUBLE STRIPE (rYP.) \ P. N o hh�5 t I \` 10, N 0 tD 1 AO N 262 -J TW 255.f? *NOTE: MODEL PARKIN.a LOT MUST BE REMOVED PRII TO CONSTRUCTION OF DRIVEWAYS ON LOTS 32 & 33 FOR WATER QUALITY PURPOSES. 3 � _I i L� 0 V W C) W Q �I C IAJ-L J • Date 51T //7 SIGNATUR Ef AI LISA S. VIA LPA1400 P.E. No. 47945 Printed Name My Registration Expires 12 17 Discipline CIVIL. e o < & ASSOCIATES o No. 47945 Exp. 12/31/15 S A N D I E C , J . I N C I O NEW SHEET PUNNING 9747 Waplrs Street p CIVIL ENONEERING SmI Diego, Ca 92711 NEW SHEET SURVEYING PH(858)55&4500•FX(8S8)SS&1414 Cj ;CALF Designed By Drawn B Checked By REVIEWED BY CITY OF ENCIlVITAS ENGINEERING SERVICES DEPAHTMENT Drawing No. J.S.R. /J.C.N. J.S.R. �rizontal 1 -20' lens Pr ar d Under Supervisio Of By: By:_ 'N� PRECISE GRADING PLANS FOR: ALTA 1090 ()-G Vertical Date MASIH MAHER t *,( GLENN PRUIM SAXONY ROAD, ,PUEBLA STREET & QUAIL GARDENS DRIVE N q ALISA'S. VIALPAN 0 R.C.E. No. 47945 Date: Date: 31 d I I S CASE NO. 11 -115 TMDBMOD BA DR CDP EIA 44A OF SL (7, u M—, A4N6a1 So+'r.4yA SEE SHEET 42 FOR PRECISE GRADING NOTES & DETAILS 20 0 20 40 60 SCALE 1"=20, ON -LOT BIORETENTION AREAS: Nt CIOW I+I W 1n Lot Number Bldg & Walkway Contingency (10% oflmperviousArea) Total RequiredABmp Total Provided ABmp *Area Provided Left Side *Area Provided Right Side CITY OF ENCINITAS BENCH MARK SCALE Designed By___j (4% of Weighted Surface Area) Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. (ft, ) (ft, ) (ft, ) (ft2) (ftZ) (ftz ) 34 3587 359 197 199 60 139 35 2589 259 136 138 68 70 36 3588 359 172 172 53 119 37 3368 337 160 160 103 57 60 2621 262 134 134 73 61 * LOOKING AT LOT FROM STREET ADDRESS: LOT 34: 845 CHANNEL ISLAND DRIVE, LOT 35: 849 CHANNEL ISLAND DRIVE LOT 36: 853 CHANNEL ISLAND DRIVE LOT 37: 857 CHANNEL ISLAND DRIVE LOT 60: 848 CHANNEL ISLAND DRIVE ASSESSOR'S PARCEL NUMBER: LOT 34:256- 440 -34 LOT 35:256- 440 -35 LOT 36:256- 440 -36 LOT 37:256- 440 -37 LOT 60:256- 440 -60 PRECISE GRADING PLANS FOR: 1 CHANNEL ISLAND SEE SHEET 42 (PHASE 1: LOTS 34 -37 & 60) SEE SHEET 43 NEW SHEET Z w < Z 5 Q t W U W rC 0- d H Q HUNSAKER & ASSOCIATI SAN DIEGO, INC KLVI510NS App'd I Date I REVISIONS 'd I Date I REFERENCES CITY OF ENCINITAS BENCH MARK SCALE Designed By___j Drawn By Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. 4 NEW SHEET 44 M. 11P13114 DY /qcAynmy SITE IMPROVEMENT PLAN 11294 -I PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISc L SW N OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAxONY PLACE 200 FT w of SAXONY ELV.= 175.189' (NAVD'88) J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. O E S d SITE IMPROVEMENT PLAN 10900 -I Horizontal Plans Pr a d U der Supervision Of Date o i �� ALISA S. VIALPA DO R.C.E. No. 47945 By: By: MASIH MAHER GLENN P UIM For Date. Date: 11/ 13 4 14 PRECISE GRADING PLANS FOR: ALTA SAXONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE CASE NO_ 11 -115 TMDRMOD /RA /DR /CDP /EIA 1090') -G t " =2o' Vertical IL GARDENS 6514 -I 5790 -I - 4 R. S. 700-1. N/q 44 OF S/ P g., BUiLi, 14 0 I O O 0 Z SEE SHEET 42 FOR PRECISE GRADING NOTES & DETAILS 20 0 20 40 6i SCALE 1"=20' PRECISE GRADING PLANS FOR: 1 CHANNEL ISLAND �v 1 29- .fJ r �--r 1 j ✓f$ y - l 1 - - � ^ ° �XIST. QUAIL GARDEN RIVE -- U DRIVE _ - ______ _m_ ________ ____ - _ ------ _ _ _ _ -_ _ r- '_ - _..- f - f `. . --- ._ --,Q. ' �°�;` 1 ,) ° .rt` W�U� P W�� i.a.1;,.s I r` ��� 30 a�j _.. ....... - __. _ - .., »...,...�. - ...�.._..,..,...�......_ ._ _,*- +- ___._.._._a ° ®_.: _ m_m „. _ w - C� t�q y -- - -_.. - .. ............... . ----- F^ Oop -__ v 77- 02 } o Dui m N 51 c .. 245._3 IE - -_ - \ N 95:3' 241.9 IE _ 1 } 1 -`, �`l ,? 1 i, 4 i f _ -_ _ _ - a - -_ _-_-f C+r.r. c+rrr.r.m en -- / LI_ 1, I ... � �� 'w �.... I G� N ` � 1.ry.��GG ✓ ° l \\ N 4 a�\.,�j � �1 (dprfE:lgODELPARKING LOT MAST gER6MOVBD PRI ___ "\ ,„ � ` : r€ � 45,3 266 � _ T `' 2k� TO CONSTRNCTIOM OF DRIVEWAYS ONLOIS 32 09i Fog WAIVIt qu"t y PuMeseg sea carps oA/ / 0.� Sill 4yq n � � - j N ` �� � ' 24� {) � 25 FS IT _ \�) ON -LOT BIORETENTION AREAS: 00 S Lot Number Bldg& Walkway Contingency (10% of Impervious Area) Total Required ABmp, Total Provided ABMP *Area Provided Left Side *Area Provided Right Side (4% of Weighted Surface Area) (ft') (ft') (ft') (ft2 } (ft2) (ft2 ) 29 3346 335 168 169 1 77 92 30 3568 357 184 184 44 140 31 2932 293 144 146 57 89 32 2594 259 131 135 0 135 33 1 2784 1 278 131 133 83 1 50 * LOOKING AT LOT FROM STREET ADDRESS: LOT 29: 825 CHANNEL ISLAND DRIVE LOT 30: 829 CHANNEL ISLAND DRIVE: LOT 31: 833 CHANNEL ISLAND DRIVE LOT 32: 837 CHANNEL ISLAND DRIVE LOT 33: 841 CHANNEL ISLAND DRIVE ASSESSOR'S PARCEL NUMBER: LOT 29:256- 440 -29 LOT 30:256- 440 -30 LOT 31:256- 440 -31 LOT 32:256- 440 -32 LOT 33:256- 440 -33 ITIFFM / r { d \jj °X oaf AO 'r46? ,nom, lx)u l `C �I Cili 1 ! M3 ed au5us 00 x ` - _x 9 �tP _ �l F REVISIONS AS - ,8ulLT Date € 1 am. P =251°0 7 1 1 P=254.0 P -254.0 I 1 QW �3 aQ -- _ 17: Ii 1 irk - - _4 - i --------------- ___ .. -__ • J f- 2 P5.98 ' 9 r Ga :o h tl b� 24sr 791E U n v, N h 004 - j c _ E` r I rn o N^ � 0 h co op � 8° PVL1 WA R { - / C•'•;• ('. \ \y�j °- NN NN _ h^ 37 M S _ s s � .83 t � 5.00 '\_ �q - `N 3 -- s° 247.2 - a�sa, N -= ! 20,8' i I 252.17 TG / 32 I W RISERS 249.3y /7E h'i / 25.0 TW ?Sg S3 .� Nn yh• REQ. /2 -6 °* N /. 2 .0 e' ®LOR:3.6 j N h /IyISERS6.7' 7t ! FF_ 254.0 ?s3 ' 33 • / _ 254.67 ^ S C' ? pgL -- 1 -4° 'y"s it f0�0' 4CX -ALT f y 'Vv" c RISER I p ry ctES I .0 FG t TW ", h I COLOR:3 259,5 = P 255.0 59.5 FG i5 W �Sfy°�roo' I o I o FF= 255.67 d ®: o - - -- _ FL 0 X� _... ...... Zy F5 VMy'3 � A4NEW SHEET 2 ?rte 26 65,0 � ... ' 164• sez ,-0,0 - 265. 7 FG_ l i" FO 1 S• VI °qli 1' 26 0.«0 � � - - -- - 540 a � �o ^ ._ _ ---- - ---- f NIN No. 79 �.j 103. f 4' 3 7T 27.0 Exp. 12 ^ 5 O x _� v X27, 7Y o FG d d cs ca c�..._ YIN � CIVIL 3 ` \ FG 259.E 269. _ 2 ? �264, FG - - - "°m- -" hLVW _ _„< -,.-,° �s }+aSUSp"ctscb Gel tt., a 0'. 0.53 N .N 56 ry ._� _ Q¢ _-vi HUNSL il�l�i\ T AS BULT z �„ w N . ry --„ -- & ASSOCIATES °.S• Date 7 l __ _ ?✓ oy {. �� `` °„ aI2 aW _ 1 DIEGO, INC __ jQ Q I 3 ! t a SI,NA U E _�? - T D" "mob.,," '- - -...� �,'4] i �pUDl IS71lVG L(3T,d , ., -- - �' PLA;INING �i87Wa Street _... �'" P� O ALI SA s• j t//P4 °i✓E°ANDO P. E. No ✓ > '�- ° °` ",� .,...4�3 ,0.2 i p;`�' j 1 ENGINEERING San Diego. Ca 92121 ,,,.✓^' Print d Name '- �.�...._..__ _...„- ..- __..�__ .. ".. k.,.....�..'.... ° ",„,„ ' 2�0 �$r 0 \ SURVEYING PH(858)558.4500• FX(858)558.1414 O My Registration xpires l2 ( Discipline L- S RENCES CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn B Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. EMENT PLAN 11294 -I PT. N0. 1026 (ENC -26) OF CITY OF ENCINITAS J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. 3 SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal PRECISE GRADING PLANS FOR: q Tp :MENT PLAN 10900 -1 DESCRIPTION: 2.5' CITY OF ENCINITAS BRASS DISC 1 ° =20' Plans Pr mre Un r Supervislo Of By: By; / I/ l AL TA A 10900 -G IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING Date G MASIH MAHER 6514 -I 5790 -I LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical J /,- Few GLENN P IM SAXONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE R.S. 700-1. 6 SAXONY ELV. 175.189' (NAVD'88) N/A ALISA S. VIA PAN R.C.E. No. 47945 Date: Date: 11/ I �� T d CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA 45 OF 51 ., 2r SEE SHEET 42 FOR PRECISE GRADING NOTES & DETAILS r`' 0 20 0 20 40 60 SCALE 1"=20' ON -LOT BIORETENTION AREAS: Nt W W W W Lot Number Contingency (10% of Impervious Area) Total Required ABmp Total Provided Asmp *Area Provided Left Side *Area Provided Right Side (4% of Weighted Surface Area) (ft2) (ft2 ) (ft2 (ft3) (ft2 ) 38 331 174 178 108 70 39 272 147 149 85 64 40 360 186 188 105 83 41 265 145 146 52 94 55 267 139 139 76 63 56 295 148 150 99 51 57 336 170 171 93 78 58 294 152 154 45 109 59 358 181 183 134 49 * LOOKING AT LOT FROM STREET 1� v, Z / 1 PRECISE GRADING PLANS FOR: CHANNEL ISLAND (LOTS 38 -41 & 55 -59) SEE SHEET 44 W W W W W W W W VA MAIMAIMU `�? _.. ADDRESS: I LANDSCAPE & O h I Z W I ry� h' io f - DRAINAGE ESMT. N I HOA MAINTAINED I ti ^ io LOT 38: 861 CHANNEL ISLAND DRIVE - - ~ �_.� LOT 39: 865 CHANNEL ISLAND DRIVE ;:.,) i - - °_ GRALANDSCAPE E ESMT. �' j�\ NEW SHEET LOT 40: 869 CHANNEL ISLAND DRIVE 2 'F-- �' ° -_ _ HOA MAINTAINED o s '� � _ h LOT 41: 873 CHANNEL ISLAND DRIVE o - - -- I DRAINAGE ESMT. HOA MAINTAINED h LOT 55: 868 CHANNEL ISLAND DRIVE - _ LANDSCAPE & LOT 56: 864 CHANNEL ISLAND DRIVE _ DRAINAGE ESMT. HOA MAINTAINED LOT 57: 860 CHANNEL ISLAND DRIVE 2 - LANDSCAPE & LOT 58: 856 CHANNEL ISLAND DRIVE _ 173,2 7W DRAINAGE ESMT. `^..,., ' LOT 59: 852 CHANNEL ISLAND DRIVE - �^- 265 2 - ° ° 269.9 ASSESSOR'S PARCEL NUMBER: - -_— zs� -2 _ s75 ---------------_..--_---- - -- - - - - - -- — — -- — — — - -- - - -- - -- LOT :256- 440 -38 - - - - - -- - - - - -- -- - -- - -- - - -- - - -- - - -- - - - -- - _ _ - -- 26 0 - -- -- - LOT 39:256- 440 -39 a a a a a a x -< a a a a a a a - r LOT 40:256- 440 -40 ____ __ _ _._____ �. .._. ___.h ..� ._ ____ _._ LOT 41:256-440-41 SUBD /VISION ? m = 26 . \ 70. O w n r BOUNDARY_ _ 25 S . T 2 O TF C✓i TAPE 4R W 7 ^ [ LOT 55:256- 440 -55 _ FC - n_ _ _ D =l��` °`. t . I a 0 s LOT 56:256- 440 -56 LOT 57:256- 440 -57 LOT 58:256- 440 -58;) LOT 59:256- 440 -59 4 �.`� 9y� HUNSAKER AS BUILT & ASSOCIATES 7 No. 47945 SAN DIE60, INC Date 8 ? Exp. 12/31/15 SIGNATUR F1L /SA S. V /ALPgN00 P.E. No. 47945 PLANNING 9707waplesSbmt civil ENGINEERING San Diego, Ca 92121 Printed Name NC / � 7 He G T- My Registration Expires )2 )7 Discipline L ! SURVEYING PH(656)55&4500• FX {856)55&1414 REVISIONS App'd Date REVISIONS App'd Date REFERENCES CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY CITY OF ENCU41TAS ENGINEERING SERVICES DEPARTMENT Drawing No. NEW 'SHEET 46 /H./V` '� I 0ITSITE IMPROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal ,, /� PRECISE GRADING PLANS FOR: MOVE t3ACK W.Q. &A-4//V ONSIiE IMPROVEMENT PLAN 10900 -1 DESCRIPTION: 2.5° crrc of ENCINITAS BRASS DISC 1. =20' tans P p red Under Supervision 0 By: By: It ` ALTA 10900 -G AS-,BL % /LT QUAIL GARDENS 6514 -I 5790 -1 IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING S Date / MASIH MAHER GLENN PRUIM LOT ON S SIDE SAXONY PLACE 200 Fr W OF Vertical SAXONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE ONY P- 700 -1 ESD 62 SAXONY ELV. 175.189' (NAVD'88) N/A ALISA S. VIALP DO R.C.E. No. 47945 Date: Date: 2 /.t/ �� CASE NO. 11 -115 TMDBMOD BA DR CDP EIA 46 OF 51 m O I 0 O O 2 SEE SHEET 42 FOR PRECISE GRADING NOTES & DETAILS V 20 0 20 40 60 SCALE 1"=20' ON -LOT BIORETENTION AREAS: Lot Number Contingency (101/o of Impervious Area) Total Required Aamp Total Provided ABMP I{ P =232,0 )' 1 *Area Provided. Right Side Lot Number Contingency (101/o of Impervious Area) Total Required Aamp Total Provided ABMP *Area Provided Left Side *Area Provided. Right Side (4% of Weighted Surface Area) (ft2 (ft2 ) (ftZ) (ft2 (ft2 ) 42 336 178 180 180 0 51 291 148 150 58 92 52 267 137 138 42 1 96 53 512 244 244 108 136 54 359 186 190 74 116 * LOOKING AT LOT FROM STREET ADDRESS: LOT 42: 877 CHANNEL ISLAND DRIVE LOT 51: 884 CHANNEL ISLAND DRIVE LOT 52: 880 CHANNEL ISLAND DRIVE LOT 53: 876 CHANNEL ISLAND DRIVE LOT 54: 872 CHANNEL ISLAND DRIVE ASSESSOR'S PARCEL NUMBER: LOT 42:256- 440 -42 LOT 51:256- 440 -51 LOT 52:256- 440 -52 LOT 53:256- 440 -53 LOT 54:256 - 440 -54 f ° & ASSOCIATES o No. 47945 •_V... Date Exp. 12/31/15 co SAN DIEGO, INC _ SIGNATUR PLANNING 9707 Waples Street p _.. A.Le!5A S. VIAL-PAN00 P.E. No. 4794 CIVlt- ENGINEERING San Diego, Ca 92171 �� �, • r Printed Name My SURVEYING PH(858)55&4500. PX(858)55&1414 O z Registration Expires 12 17- Discipline eIVI L REVISIONS Ap 'd Date REVISIONS App'd Date REFERENCES CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY CITY OF ENCIMTAS ENGINEERING SERVICES DEPARTMENT Drawing No. 4 NEW SHEET 42 -45 /D //S OFFSHE IMPROVEMENT PLAN 11294 —I PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. N£W 5H 47 —AL ONSITE IMPROVEMENT PLAN 10900 -1 SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC Horizontal Plans Pep ed nder Supervisor Of By: By: PRECISE GRADING PLANS FOR: ALTA 10900 -G 1. =2p Liixj AREA DRA /N J° /P� ,yt, QUAIL GARDENS 6514 -I 5790—I IN SW NOR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical Date /�J07 /S MASIH MAHER PW GLEN PRUIM SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE A3- JW11L7 SAXONY P—K4, R.S. 700-1, ESD 62 SAXONY ELV. 176.169' (NAVD'86) N/A ALISA S. VIALPAjqD0 R.C.E. No. 47945 Date: Date: 2J115 CASE NO. 11 -115 TMDBMOD a DR CDP EIA 47 OF 5/ SEE SHEET 42 FOR PRECISE GRADING NOTES & DETAILS %k 20 0 20 40 60 SCALE 1"=20' ON -LOT BIORETENTION AREAS: W W w Lot Number Contingency (100A oflmperviousArea) TotalRequirecIABMP Total Provided Asmp *Area Provided Left Side *Area Provided Right Side 70 d' (4% of Weighted Surface Area) - - I ® P =265,0 43 262 125 125 85 40 44 266 127 129 31 98 45 329 164 166 80 86 46 279 143 144 65 79 48 267 132 133 104 29 47 426 210 213 82 131 49 336 162 165 1 90 1 75 50 359 172 172 1 97 1 75 PRECISE GRADING PLANS FOR: 1 CHANNEL ISLAND (LOTS 43 -50) wiELHAMour ,-,., a.:. 7 , •r* - - - -�'° 7268� c � r d a a 142.20' a� 51. - -- - - Q_ 2 a6 _ / , 254.8 0 -- - - - -11 - _ _ ®_ II I , -'. 252.6 FL 260,5 TF I< 265,2 4. a 1 - � 4 1 \-.. - - 3 ,) 254.9 TG 1 I I r v 252.2 /E j �`v I Rio !60,5 7a 1.8 iW QUWAOLI 1 I (#erg. •I 1 y Pt�iA�lO I 260,5 TF 1 c, IN 54. yy� L- - - ---- --- - G •" I I I ( w 254.1 TG 23. o + ROW I DITCH W o 2 1. 47 • 33.2 1 j 46 W D=1' 0 ;W " 1 4CX -ALT t: CO OR:8 ® P =256.0 C0 ®R:J 235.0 I q p O 10 . = 1 1.91 .P 6' 0i 0' 13-0, 3.9 l' ' i SUBDIWSION BOUNDARY - Uf N WHOA MAINTAINED Q LANDSCAPE & DRAINAGE ESMT, 1 4JEr1 O �N 8701 ° 60.1 _. ._ ... �¢ 25 ^i r45 -- HOA MA /NTA /NED I I ) I I f 254.8 ;o �� /SEA n 55 1 ��� FL LANDSCAPE & I - ��F L € k 9 �¢ h j RISERS 3 278.0 TW DRAINAGE ESMT, 1 254,0 4.1' S v p� . h 1' 1 6 hh I REQ. 26 IC�266.5 267 0 272.0 FG d 250.0 FGi 1 -_ 38.1 cy o N� a N i II 1 I 272,5 TW 1 Q jT7G- ___�.. hh4`r0 ti �1I 261.0 FG 266,5 F 1 1 1 _. 56.0 FF= 1.17 - to °57. TG t n cs - _ N M y- 1 53.61 /E a' N 0 259.7 TG f RE�n o N ! 1 256.3 /E \ A/N Ai G N ER 480 Bbl ` ` \\j I :< ^ ?Sq6 3A -ALT S 60.. b I i�N P =258.4 R/S k 45 P -. 1 REQ. 0 Fjal .7 1 Q q. 06 P =235.0 I I I FF =259.07 g• ii a 5 s > .° GCR + P ^ RETAINING WALL PER 12 1 -2° ti�E // ~LL' ~� sl COLOR:3 d N STRUCTURAL ENGINEER 22 _7- R /SEA n o e ' N a`Di � FS 6; P =261.0 HOA MAINTAINED + h 3 3 €� / ` N II rn ''� h N RISERS FF= 261.67 ,k10f 4 - LANDSCAPE & N _ S h h REQ. I 257,6 TG p g, c�ii DRA /NAGE ESMT I 254.7 /E I �5� / `S� cs 21 o N a�• `l5 g 1 3 p N jl 257,6 TG ° .o � Y I 3/.�`r To i ' 2N '4ry I I rn i it 254.65 �E -t Sg 0 j �' ' 64- - I \ 6�6 I° I OA MAINTAINED AY I I + ryh�C� S6 .r M 26 7'g FS ti I 259.80 n `3' ! E LANDSCAPE & L�1I I j f 1 TO °o -- 0 FS I I �•0�•4' DRAINAGE ESMT. - ' � 5.16' ,o E 1° II 256.0 1E N 39.9 i N I ------ - --"?- - -- - - - - - -- 25399 /E 3 �W i I 2 €��O o i 267: TW 272.5 256 .. _ \ 0 259.82 FC ro h v 260.0 7T _ ®® .n-- _-- w,,,.,.n -- -- I I 55.5 FL �. \ T� �T�TT�� 1,�I �� 253.24 /E �1 � � i/��65.8 1 i ) ���T�-����=� IFG 0,3'DF at, ob CHANNE), 25 .7 TG s9: - . I> o ' I I I I or: LAND EkNbe rE.,.....- f.G_: .-. -�...� 2-- '`Y-...- - - 276,0 Tt - 124.3 HOA MAINTAINED -- 25.4 0 � o' `_5 271.3 71 LANDSCAPE & 27• _ _ r _ _ ------ ---- -- �M a. _ ...�... -- 2 DRAINAGE ESM7 33.9' . M = `ti �,�3' -- �... ° 266.0 4 QI u I +w 49• 1 lv r _ 9TF F� n I I q vi N 1 6B 25�F5 v 'p ',, 58.6 TC N - ��1€ v 258!i TIC 258.8 FS 1 7.5% ^ 8 COLOR:1 ♦ -__ 8. 3 FS 3.5' 0 44 tiA + 272.5 _ P =257.1 O 5 \ 0 o f° KI 4.5 7F i I I ti 4W 1 FF= 257.77 _ 1 \ 5 23 ( oi' 1 N 1 Ci 9 ;n o^ I 1 -2 I 58.42 FS lI h tL ao I cd II RISER / ', 58.33, TC `� 8.89' I ISERS (dOLOR:2 -Q�-- 44.6 I Ir. 16 h (L 2S7. \ :: o REp. P =260.0 I I N N h M 22 1 75 .06 T 258.1 TG V I i I •r 13� ` \0 19 �:7 lI 6p FF= 260.67 € 1 ` i ( `) q° I 63 ! LANDAPE MAINTAINED & \ t1 /c� 18.0' FS .�iZ5' r� n i 1 . ��(' ���61 `$ RETAINING WALL PER tit 13.7' -�i / WI (�y 2 L. r I h h i I v266^ N d° DRAINAGE ESMT. o II.. O �i ZI; .) o o STRUCTURAL ENGINEER 4 I:i 251. -7 /E I h ( qi rn 2a TF i l_ %a o 2 ro v� 0% 2.0 N ��� hti i0.1DF g0' 266,0 �, ( 27'1 ° i It I 2 0 - _° 3 h N 3 -TF_ �� 251,17 AR4 OR/N 264.5 IT U FG 25? i M -1 -- .4 574 { > -� 1d0 , ;, 2b35 244 1 s, - - - - 5 .21 IFS 11-4-00 t0 ° F $ 5 S ' p )`N o �. 20.09° 6i S E 8 S - .............5 -_- S 1 CJ N- N 261.3 56.7 o ij 30 FS 1260.0 TIRE' 60' Z �' "� �D RETAINING W "�;� DC° g6 I Z� I p .21 f28.3 TFI FS FS ° STRUCTURAL _ _ Y1f�P 25 .- D-7G`` - h 2445 F 'I� w -� = --.-------- ___- ..- a..-- ,....- _. - -.-__ -- � - - _ �... - ...f f - -. ... IF a E B• 13300' _ 6 1 t'2 .4fl i� I . WR ZW D :: l F('^ 10.0 i [S.0' i 6. 0 I 0.6Df 2c X06,0 iF : Fro rD i 4 = - - �a >� / 1 65 o6N 2587 �I 2 L of J ° II 2.1' 0 + ^ 260.0 TG \ 258.2rTG 1 1 ti6 RISERS 11311 i } * LOOKING AT LOT FROM STREET ' 1 I `� 0 256.6 1E 60 G I 2 9; 1 REQ. a?I RET WALL PER 10900 -G ry I 'ti 58.79 TC r COLOR:7 I ° & S.D.R.S D. 'C -4' fSERS N 111 58.88 FS 7.79; ^ P =260.0 ADDRESS: P= ) 38.' rJ� 267 REp. II ar '�1 47. . III ` -I FF= 260.67 32 5 6 I LOT 43: 881 CHANNEL ISLAND DRIVE I ,4' 5A f'S' III I k 216' 11 59.21 FS LOT 44: 893 CHANNEL ISLAND DRIVE _ Z I 60.6 COLOR:9 III `III 7% I� �• v`°v o v 2 I TC . h r. 6 LOT 45: 897 CHANNEL ISLAND DRIVE € '� V• ti I Ear P =261.0 II N 2527 /E .p^,S�_ y9• �c LOT 46: 901 CHANNEL ISLAND DRIVE € _ o O I I FF= 261.67 I !- - -- -r 58. 2 H LOT 47: 900 CHANNEL ISLAND DRIVE : 6.0'�Q I 259.OTG 3 LOT 48: 896 CHANNEL ISLAND DRIVE -"" M O I - �- 1 7' C"! I 75' . 255: LOT 49: 892 CHANNEL ISLAND DRIVE .._..._-- ...,. - -- ®- __.„„•® ..... _ 0^ LOT 50: 888 CHANNEL ISLAND DRIVE ® - ®- II I RISER !Ls. rn 2 1 5 .33 _ mo ( y RE7 WALL PER (0900 -G j° d I� �B W j 269.5 TW 103.69 23.5 HOA MAINTAINED & S.D.R.S.D. 'C -4' o cs n 1I T'io 1260.0 265,5M ° LANDSCAPE G SMT aN I '� N N � N I� h II I t 25 .9� �O 2 t.P FG 265.5 `* 22705 7 �°s Ira a+ w NNNcy Ii IN%5 %I 25 U^ 1 265, 5 FG ASSESSOR'S PARCEL NUMBER , I 2655 1 v ° LOT 43:256-440-43 I I 2' a� i 4 ., - - - - - _® _ LOT 44:256- 440 -44 I ® 2 .2 roo I I RETAINING WALL PER , LOT 45:256- 440 -45 ~ I 263,5 "' "' �, I I STRUCTURAL ENGINEER 1 LOT 46:256- 440 -46� i 26fJ2 7 LOT 47:256- 440 -47 P =232,0 41, q I/� LOT 48:256- 440 -485 36.15' 97.65' 260,6 iw I I 1 5 v Iq HLTNSAKER LOT 49:256-440-49 QQ'' ASSOCIATES LOT 50:256- 440 -50 ��� ����� / AS BUILT _ - e5P (A�yo LPL Exp�19/31/15 5 A N D I E G O , I N C t d" 70 d' - - I ® P =265,0 ate SIGNATUR � 20' PRIVATE ACCESS & UTILITY ESMT, '1,5 TW W 6 E 66. It 9. TF it HOA MAINTAINED LANDSCAPE & frl N '[ DRAINAGE ESMT- A f / S SHEET W CIVI` G GIANNING San 0 4 v ° LOT 43:256-440-43 I I 2' a� i 4 ., - - - - - _® _ LOT 44:256- 440 -44 I ® 2 .2 roo I I RETAINING WALL PER , LOT 45:256- 440 -45 ~ I 263,5 "' "' �, I I STRUCTURAL ENGINEER 1 LOT 46:256- 440 -46� i 26fJ2 7 LOT 47:256- 440 -47 P =232,0 41, q I/� LOT 48:256- 440 -485 36.15' 97.65' 260,6 iw I I 1 5 v Iq HLTNSAKER LOT 49:256-440-49 QQ'' ASSOCIATES LOT 50:256- 440 -50 ��� ����� / AS BUILT _ - e5P (A�yo LPL Exp�19/31/15 5 A N D I E G O , I N C t Printed Name ENGINEERING PH 58)55 Ca 92121 I V A f-1 L M Registration Expires I 17 CIVIL SURVEYING PH(858)55&4500• FX(858)55 &14W O Y 9• P• _� Dlsciplin6 Z REVISIONS Ap 'd Date REVISIONS A 'd Date REFERENCES CITY OF ENCINITAS BENCH MARK Designed By Drawn By Checked By REVIEWED BY 4 NEW SHEET 42 -45 L SCALE CITY OF ENCMTAS ENGINEERING SERVICES DEPARTMENT Drawing No. OFFSITE IMPROVEMENT PLAN 11294 -I PT, N0: 1028 (ENG -28) OF CITY OF ENCINRAS J.S.R. /J.C. N. J.S.R. J.C.N. /A.S.V. PRECISE GRADING PLANS FOR: SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal /V) ALTA 10900 -G NEW SHEET 411 2 S ONSITE IMPROVEMENT PLAN 10900 71 IN SCRIPDR D IN I of E T W SI BRASS Disc IN 1. =err Plans Prep a Un er Supervisio Of By: By: AS q-b Ib QUAIL GARDENS 6514 -I 5790 I a IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING Date I)WOl /S MASIH MAHER �.♦ GLENN PRUIM SAXONY ROAD, PUEBLA STREET & QUAIL GARDENS DRIVE .4S- ,8U /LT' o- //� 2 SAXO P -K4 R.S. 70 - fi SAXONYNELV.= 171518SA(NAVU88)CE zoo Fr W OF V N ICAa1 ALISA S. VIALPAND R.C.E. No. 47945 Date: Date: 2 /Sg1 5 CASE NO. 11 -115 TMDBMOD BA DR CDP EIA 48 OF 51 ate SIGNATUR � � AL /SA S.VIALPAI✓DO P.E. No, 47945 C 00 A f / S SHEET CIVI` G GIANNING San 0 SEE SHEET 42 FOR PRECISE GRADING NOTES & DETAILS ALL ROOF DRAINS & AREA DRAINS TO DAYLIGHT TO BIO- RETENTION BASINS E Or TO" il; ol IA 20 0 20 40 60 SCALE 1 "= 20' ON -LOT BIORETENTION AREAS: Lot Number Contingency (101/a oflmperviousArea) Total RequiredABmp Total Provided Aamp *Area Provided Left Side *Area Provided Right Side I REFERENCES I (41/6 of Weighted SurFace,Area) Designed By Drawn By Checked By REVIEWED BY (ft2 } (ft, ) (ft, } (ft2 } (ft2 } 10 294 141 142 72 70 11 329 169 169 125 44 12 271 146 148 61 87 13 375 185 185 0 185 14 321 160 160 55 105 15 279 139 142 142 0 16 336 182 184 54 130 17 462 226 226 97 129 18 267 1 138 138 105 33 ADDRESS: LOT 10: LOT 11: LOT 12: LOT 13: LOT 14: LOT 15: LOT 16: LOT 17: LOT 18: 663 667 672 676 652 656 660 664 661 POLARIS DRIVE POLARIS DRIVE POLARIS DRIVE POLARIS DRIVE JOCELYN WAY JOCELYN WAY JOCELYN WAY JOCELYN WAY JOCELYN WAY ASSESSOR'S PARCEL NUMBER: LOT 10:256- 440 -10 LOT 11:256- 440 -11 LOT 12:256- 440 -12 LOT 13:256- 440 -13 LOT 14:256- 440 -14 LOT 15:256- 440 -15 LOT 16:256- 440 -16 LOT 17:256- 440 -17 LOT 18:256- 440 -18 STORMWATER TREATMENT STATUS: MAINTENANCE AGREEMENT: DATE:____, AS DOC. NO._____ SEE SHTEET 50 Date JZ21Z 7 SIGNATUR AL /SA S. VIALMAIDJ P.E. No. 47945 Printed Name My registration Expires 12/11 Discipline G1V L!- © IVEW SNEEf No. 47945 Exp. 12/31/15 tl 1 1 I I HlJNS)i111 R & ASSOCIA1 SAN DI E 0• 1 N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)5584500- FX050558-1414 KEVISIUNS Appd I I I I I REVISIONS I y1 � 9 P E I REFERENCES I 00 Designed By Drawn By Checked By REVIEWED BY I CITY OF ENC=AS ENGINEERING SERVICES DEPARTMENT SHEET 49 I' II I$ E INTAINED FWF��11 FLI IE EST FFSITE IMPROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) OF CITY OF EN -MEAS suRVEY CoN1ROL NETWORK PER R.O.S. 18416. DESCF'oTION:'2.5" CITY OF ENCINITAS BRASS DI:.- L sw N OF DRAIN AXO AT w SIDE OF PARKING DoT ON S SIDE SAXONY PLACE 200 Fr w of SAXONY ELV. 175.189' (NAVU88) J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. I I I1 By: Bye MASIH MAHER GLENN P UIM Rot Datec — Dater /_(I /ham i I 8 r € 1 I I i I 1 I 8 MAINTAINED DSCAPE & JAIArF F'S'AAT . tl 1 1 I I HlJNS)i111 R & ASSOCIA1 SAN DI E 0• 1 N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)5584500- FX050558-1414 KEVISIUNS Appd I Date I REVISIONS 6#p'd I Date I REFERENCES CITY OF ENCINITAS BENCH MARK SCALE Designed By Drawn By Checked By REVIEWED BY I CITY OF ENC=AS ENGINEERING SERVICES DEPARTMENT SHEET 49 II I$ AS- BU /LT- oi/ FFSITE IMPROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) OF CITY OF EN -MEAS suRVEY CoN1ROL NETWORK PER R.O.S. 18416. DESCF'oTION:'2.5" CITY OF ENCINITAS BRASS DI:.- L sw N OF DRAIN AXO AT w SIDE OF PARKING DoT ON S SIDE SAXONY PLACE 200 Fr w of SAXONY ELV. 175.189' (NAVU88) J.S.R. /J.C.N. J.S.R. J.C.N. /A.S.V. Horizontal By: Bye MASIH MAHER GLENN P UIM Rot Datec — Dater /_(I /ham PRECISE GRADING PLANS FOR: Tq AL I A SAXONY ROAD, PUEBLA STREET &QUAIL GARDENS DRIVE CASE NO_ 11 -115 TMDBMOD /RA /DFI /CDP /EIA gU1.r PHASE 8 8'- /$ 1 ONSITE IMPROVEMENT PLAN 10900 -1 Plans P ep red rider Supervisio 0 Date S/2/ /S ALISA S. VIALP DO R.C.E. No. 47945 1' =20' Bv[tT PHASE 9 I 6 16 �, QUNL GARDENS 6514 -I 5790 -I L Vertical $t/1L'T M45a 10 Itv -Ib 14r L SAXONY P -K4. R.S. 700 -L ESD 62 I N/p 3 L a; Drawing No. 1.11 S/ z ILL W r W Q) 0 I O 0 i LOW ALL ROOF DRAINS & AREA DRAINS TO DAYLIGHT TO BIO- RETENTION BASINS ON -LOT bIORETENTION AREAS: Lot Number Contingency (10% jof impervious Area) Total Required ABMP Total Provided ABMP *Area Provided Left Side *Area Provided Right Side (4% of Weighted Surface Area) (ft2l (ft, ) (ft, ) (ft, ) (ft, } 7 272 132 132 52 80 8 291 143 148 45 103 9 19 265 _ 128 162 128 _ 162 48 115 80 47 1 329 20 531 255 258 0 258 21 360 181 _ 183 0 183 22 272 136 139 0 139 23 295 144 144 37 107 24 255 124 125 82 43 SEE SHEET 49 �g l i l € s � l � � e � l l � ISO t W 0 Fk� W h.4 r\ 0 0 0 0 Z SEE SHEET 42 FOR PRECISE GRADING NOTES & DETAILS ALL ROOF DRAINS & AREA DRAINS TO DAYLIGHT TO BIO- RETENTION BASINS %k i V '7 20 0 20 40 60 ' SCALE 1 "= 20' I ON -LOT BIORETENTION AREAS: M ilii () - _ - -_ -_ - - - -_�i ( it III iii i 22 0 P =223.0 ( P =224.0 P =2228.2 i 0 ®i 24 i 1 pI 1 P =219.0 I i i P =230.0 I I ! it I� gL� I p pFFpEE I 3 j i t ++ i ON ---- ______- ° i III I 8 .4T 1 71.30' 8.72' 1 52.32' 12.76'\ 119.18' 00 I II I 0, i I o---- - - - - -- -- - - - - -- i1; III o N o I Go M I eb ^ 0__ I G �f 11 i Y.... -... _-... N a M N HOA MAINTA /NED 1 00 M x $ I ti�ati � \.. p 1.9 LA H � D I DA/NAGE ESMTP �I � 4-J2,9.4 I I k -9 - _ -c - - - - I I GENERAL U77LlTY - - � EST CCESM 26 1: I 2295. oaDF 28 • 1 CR O.00f COLOR:4 i 00 $ &,, 2CR o.o �� P =227.0 AR '. f. // / ° . j ? 9 / ?� /h I �.iz 228.9 r� CO22oRos I N oaDF COLORS j N FF= 227.67 I ��� / / ry / W o 0.0F �' •11 II - Ali I FF= 220.67 I + FF= 224.67 13.0' 0.0112E I i �� s°'S� ,f / y// j / %0 ? )? �� fL= -31.4• I ,� 227.5 /E 0.2112E j 13.0' 70' + 0.2Df f ! / J g ? V7 227.5 TG N s .I �I 0.212E RISERS 5. i 01 � x c y\ �� +� �/ / / f/ ff /7 224 9% N i C-1 1 Q 'Y 1 i IF? i tv" REQ. ®: t ti.� j/ I ti Q NN I I RISERS ♦ / /�, f ?��• COLOR:1 i 15.0' . REQ. I ,^r, Qi a i / ./ / Srr �'� `39 y, P =230.0 In� 1.2Df c� 6 ? >9 I 0.3112E , y ? ?� 226.0 TG I r6 ry Z �" `'° F % } 230 fi3 FF- 230.67 + V O.aDF' 1 O.aDF i II s 225.0 lE N ,r f 0.8DF 5DF �� RISERS I Y 0.3OF`s + i" rte`, \� / j / ? i� I REQ RS i GF_F =_22 _00 I + N REQ I W W O.aDF ? cP / ? N I W GFF= 2 .17 I ^ + GFF =22 .17 I \'rte `d / (G 2 r'�i / �\ �o i 0.0•DF 711 l7 � t 1g.46 /tiLu I -- `O _ 0312E I� i�c ` / k \�c ? ?� °° / \ ° 0 03OF 077 o ' ( 2 t 222.6 TG ry I N N N L�LEAR � N et 0 � a •a' r ?p / 3, j SPACE' 718.4 T 10"'1 0i 223 3 c� N N N 226.2 �ih I ESMT. 217.4 /E\ pe ad 16 220.6 /E J g �� d 3 222.0 Ti9� 217.�`EM ro i r' NN N u1 at AC�i t 2c(`X' `y oi� a \3 ?3� .. ...... .. .. i X21 - - ° N (6 ro " .4 / �a 110.86' f" w 7-� ,{ yj -(7 tfI2(}. 7 I (O �'•' T N O��I ���ftY'.•'�. u�/ �.M N � iJ^ I� - -r"�"� �i ,!n'D� '���_ 217 d *✓ t i T%i evw'.�- \ N e�.`. A` - N i!• , �f `� I 1 to I Lot Number Contingency (10% oflmperviousArea) Total RequiredABMP Total Provided ABMp *Area Provided Left Side *Area Provided Right Side DG T;1 LOT (4% of Weighted Surface Area) DRIVE 11.; LOT 2: 609 POLARIS (ft, ) (ft2) (ft2 j (ft2 (ft2 I 1 259 127 127 56 71 2 259 128 129 59 70 3 275 143 143 81 62 4 272 143 144 66 78 5 358 182 185 107 1 78 6 262 127 131 58 73 25 295 153 158 158" 0 26 266 135 136 85 51 27 327 166 169 77 92 28 338 167 167 69 98 STORMWATER TREATMENT STATUS: MAINTENANCE AGREEMENT: DATE:__ AS DOC. NO._____ REVISIONS SHEET 51 > -B U14-T- i , tit . - - •_ _ = R - - - � rn o V _ � - _- 6 222.3 !E �� POO'F -� 221.5 _ % + 25 - F� \ 312 ® i ® 5CR ?p x II 220.2 7F' - - - - -*- 0.24 /E �.�o - �24 TF II \ 28.o COLOR:5 COLOR:4 218 9 1E II 224.2 - ...... E - �