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DWG 446-9L; PD 06-19; MANAGUA PLACE; 01-05
LANDSCAPE ARCHITECTURE DRAWINGS IRRIGATION SPECIFICATIONS: 1. 2. 3. 4. 5. 6. 7. 8. THE IRRIGATION PLAN IS DRAWN DIAGRAMMATICALLY. LOCATE ALL PIPING EQUIPMENT IN PLANTING AREAS WHERE POSSIBLE. ALL LATERAL END RUNS SHALL BE 1/2" SIZE UNLESS SHOWN OTHERWISE. ALL VALVES SHALL BE INSTALLED IN VALVE BOXES. LOCATE ALL QUICK COUPLING, REMOTE CONTROL VALVE AND GATE VALVES ADJACENT TO WALKS OR CURBS. ONE R.C.V. PER VALVE BOX. POP-UP HEADS SHALL BE USED IN THE RIGHT-OF-WAY AND WHEREVER WITHIN 10'-0" OF ANY HARDSCAPE , TURF OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. ADJUST ALL SPRAY HEADS TO ELIMINATE THROW ONTO WALLS, WALKS, WINDOWS, ETC. INSTALL ANTI-DRAIN VALVES UNDER SPRINKLER HEADS TO PREVENT LOW HEAD DRAINAGE AND PREVENT EROSION/RUN OFF DUE TO SITE TOPOGRAPHY, UNLESS FACTORY INSTALLED CHECK VALVES ARE SPECIFIELD. THERE SHALL BE NO LOW HEAD DRAINAGE ON SITE) SERVICEABLE CHECK VLAVES LOCATED IN VALVE BOXES OR ON RISERS (ABOVE GRADE) ARE REQUIRED WHERE ELEVATION DIFFERENTIAL MAY CAUSE LOW HEAD DRAINAGE. INSTALL (1) W.C.S., "RAIN-GUARD" RAIN SHUT-OFF DEVICE PER CONTROLLER PER SHALL BE REPAIRED AND OR REPLACED IN KIND AND EQUIVALENT SIZE. PROVIDE CLEAN BACKFILL MATERIAL WITH ROCKS NO LARGER THAN 3/4" DIAMETER FOR ALL IRRIGA TON TRENCHES. REFER TO IRRIGATION SPECIFICATIONS. 9. IRRIGATION INSTALLATION IN THE GENERAL UTILITY EASEMENt (G.U.E.) SHALL BE IN A ACCORDANCE WITI~ UTILITY COMPANY'S REQUIREMENTS FOR MATERIALS AND MINIMUM SEPARATION. 10. CONTRACTOR IS RESPONSIBLE TO PROVIDE 2 WARNING TAPES ON THE PRESSURE MAIN LINE BE IN A ACCORDANCE WITH UTILITY COMPANY'S REQUIREMENTS FOR MATERIALS AND MINIMUM SEPARATION. 11. SLEEVES SHALL BE FOLLOWS: 1. MAINS, LATERAL, ANO WIRES UNDER VEHICULAR PAVING /SCH 80 W/36" COVER. 2. MAINS, LATERAL, AND WIRES UNDER PEDESTRIAN PAVING /SCH 40 (PVC} W/18" COVER 3. LATERAL LINES 40 PVC W/12" COVER 12. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPES BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K AND HARD COPPER". APPROVED CONTRACT BACKFLOW TESTER CAN BE FOUND ON THE CITY WEB SITE AT www.ci.carlsbad.ea.us/pdfdoc.html?pid"'340 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE TI-IA T I AM THE LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF TI-IE BUSINESS PROFESSIONS CODE ANO TI-IE DESIGN IS CONSISTENT Win-I CURRENT STANDARDS. I UNDERSTAND TI-IAT TI-IE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND TI-IE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME AS LANDSCAPE ARCHITECT OF WORK OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE 'MTH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, ANO ALL CONDITIONS OF APPROVED RELATED TO LANDSCAPING. D;;;;;;~~--------DARSONO CUNNINGHAM DA TE: DARSONO DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PLATTA DRIVE SAN DIEGO, CA. 92117 TEL. NO. (858) 541-2007 FAX: (858) 541-2008 ENGINEERING DEPARTMENT NOTE: USE AND DISPOSAL OF PESTICIDES, FUNGICIDES.HERBICIDES, INSECTICIDES, FERTILIZERS AND OTHER SUCH CHEMICAL TREATMENTS SHALL MEET FEDERAL, STATE, COUNTY AND CITY REQUIREMENTS AS PRESCRIBED IN THEIR RESPECTIVE CONTAINERS. MANAGUA PLACE CARLSBAD, CALIFORNIA PLANTING SPECIFICATIONS: 1. 2. 3. 4. 5. PLANTING SHALL BE IN CONFORMANCE WITH THE CITY OF CARLSBAD MANUAL. TREES, EXCEPT PALMS PLANTED WITHIN 6 FEET OF WALKS, CURB, AND PAVING SHALL BE PLANTED WITH ROOT SOLUTION .080 INCH HONOPOL YMER POLYETHYLENE EXRUDED ROOT BARRIER 1 (800} 459-4038. IF ANY EXISTING LANDSCAPE OR HARDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS. PLANTING AREAS 3: 1 OR LESS SHALL BE COVERED WITH 3" INCH THICK LA YER OF BARK CHIP MULCH . SUBMIT A SAMPLE TO THE CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO THE SITE. SLOPE PLANTING REQUIREMENTS CHECK LIST: SLOPES OVER 8'-0" IN VERTICAL HEIGHT HAVE: A. STANDARD 1/1 COVER CROP / REINFORCED STRAW MAT. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERM I NA TING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30} DAYS. TYPE OF REINFORCED STRAW MAT SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. B. STANDARD 1/2 GROUND COVER: ONE HUNDRED (100%} PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD 1/3 LOW SHRUBS: LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 TREES AND/OR LARGE SHRUBS: TREES AND OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS} AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6: 1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRES AT MINIMUM STANDARD 1/1. 8. 3'-8' IN VERTICAL HEIGHT REQUIRE STANDARDS 1/1, #2, AND f/3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP} WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. NOTE SOIL TESTING: THE RESULT AND RECOMENDATIONS OF THE SOIL TESTING LABORATORY SHALLL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BECOME PART OF THE APPROVED PLANS. SPECIAL NOTES: VICINITY t.AAP NOT TO SCALE .. LOT 24 CITY OF OCEANSIDE .,, ' HIGH~Y 78 PACIFIC OCEAN NOT TO SCALE or MARCOS JECT SITE PW£ CIT'I' or ENCINITAS VICINITY MAP SHEET LEGEND: REVIEWED SHEET 1 OF 6 2 OF 6 3 OF 6 4 OF 6 5 OF 6 SHEET DESCRIPTION TITLE SHEET IRRIGATION PLAN PLANTING PLAN IRRIGATION LEGEND AND DETAILS PLANTING AND IRRIGATION SPECIFICATIONS . INSPECTION PROCEDURES: 1. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT TI-JE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATIONS FORM" A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTOR REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. SUBMITTAL DATES: DATE: DESCRIPTION: 6-11-2007 INITIAL SUBMITTAL TO CITY 7-3,-2007 RE-SUBMITTAL TO CITY B-Zl-"2001 RE· SUBMITTAL TO CITY 9-13-2007 RE-SUBMITTAL TO CITY 9-25-2007 FINAL MYLARS Darsono Design Associates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA Pl.ATTA DRIVE SAN DIEGO, CA 92117 PHONE (858) 541-2007 FAX (858) 541-2008 "AS BUil T" 1. PRIOR TO START OF GRADING, THE APPLICANT OR APPPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF ~E SLOPE PLANTING AND IRRIGATION. TI➔E SCHEDULE SHALL SHOW TIMING OF OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. ~~PLANCHECKER 10/ o,f 01 DATE: APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. RC[ __ _ REVIEWED BY: EXP. __ _ DATE 2. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, Win-JIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. REVIEWED/APPROVAL PROJECT BIOLOGIST DATE: INSPECTOR DATE I SH1EET I CITY OF CARLSBAD I SHE5ETS I l---+---1--------------l----t---+---t----t PLANNING DEPARTMENT l---+--➔--------------t---;---;----r----1 l---+---1--------------l------r--+---t----t LANDSCAPE TITLE SHEET LOT 24 OF MAP 8302 MANAGUA PLACE IAP~~1U&-~1...,:Jt j.o ·S·O"J ~====~===~~:==========================~====~===~====;===~ _=PLA_,__NN-IN_G,.......~~~~~-----DATE 1 OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CRIV·IKWDD BBYY:. --PD 06-19 446-9L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DA TE INITIAL ENGINEER OF WORK ------------------ ' ' I j I I LOT EXISTING BU ILDING \ I , r-::--·-.. --,- , , .. ,. .... -... ,--.!-,-~ ~ '---~ -i ' 23 ~ '! ' c· EXISTING WALL / ., / / ' 1-:.:: ----~ .r 3• FRo~,r {;)RIVl:MAY HOUSE WATER l'.INE • "w" STAM ·, ~ I CL OF 16' DWY--~'~ . PER RSD G-14C I I 3/4 " 1 3' NG / cu / I EXiS~G WATER MEt ER DOMESTIC WATER S(T)LJRCE ~AVAILABLE ~IC P1RESSU ~'9 /_~/ ~/, ~/& ~v~ SIZE , E 97.0 RSI \ --- 5 VALVES IN BOX -6" APART POINT OF CONNECTION AT THIS LOCATION ---- INTO THE BUILDING, PROVIDED WITH GATE VALVE AND R.P . BACKFLOW PREVENTER PRESSURE LOSS C.A.L_CLJLATION: AVAILABLE STATIC WA1ER PRlSSURE 97.0 P.S.I. AT PROJEC T SI TE WATER METER 1. PRESSURE REDUCER SET AT PROJECT SITE 80.00 PS! 2. PESSURE LOSS THROUGH R.P.Bi'.CKFLOW 1" SIZE LESS 9. 70 PSI 3. PESSURE LOSS THROUGH 11/4" MAINLINE (224 LF) LESS 2.10 PS! 7. PESSURE LOSS THROUGH FITTINGS AND CONNECTIONS LESS 2. 70 PSI 8. PESSURE LOSS THROUGH ELEVATION CHANGE 20"-Q" DOWN GAIN 8.60 PSI 9. PRESSURE REQUIRED FOR 30 PSI HEAD OPERATION LESS 30.00 PSI AVAILABLE RESIDUAL STA TIC WATER PRESSURE 44.10 PSI 1111111 IISllll la1c11t11, IIC. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PLATTA DRIVE SAN DIEGO, CA 92117 PHONE (858) 541-2007 FAX (858) 541-2008 I ' -- ---------,:--. r--"~--VALVE SEQUENCE ' #f.3 TOP, -AN_D BOTTOM-__ . -', ·::_ O~Sl::8ff ,::S O:tlTrr---. ' . EAST 'Of-8l,JIUPNG -. ---~, - I • ,I.;,,' ', ~~-==r:~'·jf-'=·· ~ 2~-:::.-::::':._=::=~:;)(~~ ', '-. 3 / 4 / l " '-. ,-,. 3/ --- I . _j_ -, I ' -.3/4 -, ·, I I ' i I I I I ' / ' EXIST. 100' EASEMENT TO SAN DIEGO GAS & ELECTRIC CO. FOR UTILITY PURPOSES REC. 4-16-54, AS DOC. # 49841, BK 5207, PG. 161 O.R. & REC. 5-12-54 AS DOC. # 62395, BK 5235, PG 133 O.R. TOGETHER WITH RIGHT TO TRIM OR TOP ANY TREES WITHIN 20' STRIP EACH SIDE OF EASEMENT RIGHT OF WAY LIMITS. I "--,---'7-----ry'--IRRIGATION g'ysTEM IN -,OPER SPACE 'Noi: INST,LED, . OPEN SPACE LEFT NATURAl°°-o· \ ' /' . ·. .\. I I -""""(~~!!!lllllill'{\I @r-...- GRAPHIC SCALE I RECORD AS-BUILT THIS OOAW!t.G HAS EEEN f.OJIFIED FOO fEC(H) Plff'OSES TO ll'O..lff J:ll SITE 11-FOFIAA TIOO PROVl[E) BY OTI-ERS. TI-E LANJSCAPE ARO-tlTECT HAS t-OT VERIFIED TI-E Acap.ACY a= THIS II-FCR.4A TIOO & SHALL t-OT EE FESPOOSlaE FOO AfN ERRa1S 00 CMISSIOO WHQ-i MAY BE IN- COFl'O'lA TED AS A FESLlT. THIS INSTALLED IRRIGATIOO IS CXM31NATIOO a= 00-SITE IRRIGA TIOO SYSTEM 00 SLCH IRRIGA TIOO SYSTEM IN 'M1IQ-l DARSCID Cl:SIG4 ASSOCIATES. IIC. PROVl[E) TI-E WORK FOO 00.. Y SLCH IRRIGA TIOO SYSTEM It O 8 ,. 32 .. AS-BUil T 02-27-2009 ~~1 I I ___ I ( IN FEET ) 1/16"=1'-0" APPROVED FOR PLANTING AND IRRIGATION ONLY . INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BU LT" ,¼.UtYJ,,f.tr.Llild..l,Ut~I'() i g . Z<l® DATE R.LA. DARSONO CUNNI HAM EXP. 07-31-2010 REVIEWED BY: 11..L f 4,-. ~L,Jt INSPECTOR~ DATE SHEETS ~ CITY OF CARLSBAD ~--+---t-----------------1---t---t-----'r---1 u_j PLANNING DEPARTMENT 1---+---+-------------+---+--+---1--; 5 IRRIGATION PLAN FOR: LOT 24 OF MAP 8302 ~ i CUNNINGHA MANAGUA PLACE I APPROVED ~ ( Gr-~ ~1.J\: ~-c..--~ I \ DATE INl11AL ENGINEER Of' WORK REVISION DESCRIPTION PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INl11AL DATE INl11AL CHKD BY: PD 06-19 446-9L OTHER APPROVAL OTY APPROVAL RVWD BY: 040 SLOPE PLANTING REQUIREMENT: 9,922 SQ. FT. OF SLOPE AREAS 1 GALLON SHRUB OR TREE PER EVERY 200 SQ. FT. REQUIRED QUANTITY 50 -1 GALLON PROVIDED 108 -1 GALLON SHRUBS LOT 23 EXISTING BUILDING EXISTING WALL CL OF 16' DWY-_...,...., PER RSD G-14C I b c::i I - ..__,,,_--'-. 1 O' SEWER EASEMENT PER MAP NO. 8302 ~ / CONDITION A -BRUSH MANAGEMENT LANDSCAPE LEGEND: ~ SECTION A-1 ~ 0 J? \ \ SECTION A-2 SECTION A-3 / ENGINEERING DEPARTMENT NOTE: USE AND DISPOSAL OF PESTICIDES, FUNGICIDES.HERBICIDES, INSECTICIDES, FERTILIZERS AND OTHER SUCH CHEMICAL TREATMENTS SHALL MEET FEDERAL, STATE, COUNTY AND CITY REQUIREMENTS AS PRESCRIBED IN THEIR RESPECTIVE CONTAINERS. MANUFACTURED SLOPE FIRE PROTECTION NATIVE OR NATURALIZED PLANT MATERIALS (SECTION A-1) MEASURED HORIZONTALLY 20' FROM THE OUTLYING EDGE OF STRUCTURE(S). 1. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGATED. NATIVE OR NATURALIZED PLANT'MATERIALS (SECTION A-2) MEASURED HORIZONTALLY 20' FROM THE OUTLYING EDGE OF A-1. 1. PLANTED WITH LOW WATER USE N.ATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGATED. NATIVE OR NATURALIZED PLANT MATERIALS (SECTION A-3) MEASURED OUTWARD FROM THE OUTLYING EDGE OF A~2 TO INCLUDE THE REMAINDER OF THE AREA BETWEEN SECTION A-2 ANO HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION IIC. HORIZONTAL DISTANCE FROM THE STRUCTURE(S) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESf' tHAN 60'. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART. 3. IRRIGATED. Darsono Design Associates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PIATTA DRIVE SAN DIEGO, CA 92117 PHONE (858) 541-2007 FAX (858) 541-2008 \ --~ TE{,;L_-::_-.,.. . 182-5 SHITT 1 . -· .____ -----o._-- I I I ----I I I NOTE: ALL EXISTING NATIVE VEGETATION SHALL REMAIN, PROTECTED IN PLACE AND ANY DAMAGE TO EXISTING AREAS SHALL BE REPAIRED AS APPROVED BY THE CITY. -......,:<3:z I \ I I I I I I I ) 1/ II 0 GRAPHIC SCALE • 11 ,. ( IN FEET ) 1/16"=1'-0" NDITION B -BRUSH MANAGEMENT LANDSCAPE LEGEND: SECTION 8-1 SECTION B-2 SECTION 8-3 NATIVE SLOPES NATIVE PLANT MATERIALS (SECTION 8-1). MEASURED 20' HORIZONTAL FROM THE OUTLYING EDGE OF THE STRUCTURE(S) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. 1. REMOVAL OF "HIGH FUEL AND MODERATE HAZARD SPECIES" AS LISTED IN APPENDIX F-1. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUANTITIES OR AS OTHERWISE REQUIRED BY THE CITY. 3. NO TREES OR SHRUB ALLOWED. 4. IRRIGATED. NATIVE PLANT MATERIALS (SECTION 8-2) MEASURED HORIZONTALLY 20' -0" OUTWARD FROM THE OUTLYING EDGE OF 8-1. 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNNING OF UP TO 60% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 4. TREES AND LARGE SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE 3EING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO TREE TIMES THE HEIGHT OF THE SURROUNDING UNDER-STORY PLANT MATERIALS OR 6', WHICH EVER IS HIGHER. DEAD AND EXCESSIVE TWIGGY GROWTH SHALL ALSO BE REMOVED. 5. IRRIGATED. NATIVE PLANT MATERIALS (SECTION 8-3) MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION 8-2 THE OUTER EDGE OF 8-3 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1 . 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. TREES AND LARGER TREE FORM SHRUB (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDER-STORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE __ _ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE I SH3EET I CITY OF CARLSBAD I SHESETS I l---+--4--------------1----1----l---+---1 PLANNING DEPARTMENT l----+---f--------------1------1----l----l-----l 1----1----f--------------l------l----l----l-----l PLANTING PLAN FOR: LOT 24 OF MAP 8302 MANAGUA PLACE l---+--+------------l-----1------t----+----I I ~Pl~${ 4t~ ~~ ~-~-oi I l---+--4-,,--------------1---+---+--+----I ::;;· P:;LA;:;:N:;N;;;IN::::G==::::;-;;::::======:::;;:::=:D::A::::TE::=:::!· l-===~=~.L.U~------------1----1---+--+----I DWN BY: --PROJECT NO. I DRAWING NO. DA TE INITIAL 1--DA_TE=--.JLIN.::.;ITI.::.;Ac:..L -1--CD-"-A TE;.::._.Llc.:.;Nl.:.;;nAL=-, CHKD BY: __ ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY; PD 06-19 446-9L IC LATERAL LINE "'C SCH. 40 TEE Oli ' e) C) © BURIAL DEPlH {COVER): MAIN LINE AND C0NJROL WIRES'-111"; L/llERAL UNES-11• @ REMOlE CONlROI. VALVE (ANTI-SIPHON) it SCHEDULE 80 P\IC NIPPLE!!, TYP. @ SCHEDULE 80 P\IC UNION. ADAPT TO SOLIIENT-v.t:LD ON DISCHARGE Sill£ f7 UNION. c» LA ltRAL LINE REMOTE CONTROL VALVE SCALE: (J) REDUCED PRESSURE TYPE ~ BRASS PIPE (l)MAINLINE ~ lHREADED MAINLINE FITTING (I) COMPACTED BACKFILL (I) FINISH GRADE ,i, IRRIGATION CONJROL WIRES 0 WA lERPROFF WIRE CONNECTORS BACKFLOW PREVENT[R <2) SHUT-OFF VAL Yf. (TYP). (j) THREADED BRASS ill ® BRASS UNION 0) HEIGHT PER LOCAL CODE 15) THREADED BRASS NIPPL£ (TYP.) <6) Y-STRAINER Q) PVC TAPE WRAP (J LAYERS) @ BRASS FEMALE ADAPT[R I() CONCR[lE FOOTING ( 4• MIN.) Q COIIPAC1ED SUBGRADE Q a• MIN. ALL AROUND {) SEE SPECS. FOR DEPTH I) t ID PRESSURE REGULA TOR (SEE PLAN FOR PRESSURE SETTING) 0) 1.5 CU. fT MIN. CONCRElE THRUST BLOCK R.P. BACKFLOW PREVENTER CMWD STANDARD DETAIL W-20 SCALE: NOTE: USE TEFLON TAPE ON ALL TilREADED CONNECTIONS ROTOR HEAD SCALE: (j) ® @ © @ ® Q) ® ® @) @ ROTOR HEAD I\ITil NOZZLE FINISH GRADE SEE SPECS. FOR DEPTil SWING J°IT ASSEMBI. Y ~OMBINA TION t.lA[l,J.EX PVC SCH 40 WEET ELLS 1/2 xl/ • TilD'D. BUSHING ' ANGLE MAY VARY WITil SLOPE ANGLE PVC SCH 80 RISER 8" PVC SCH 40 TEE (SSl} OR ELL (Sl} PVC NON-PRESSURE LINE REBAR STAKE (30" LONG MIN.) HUNTER STAKING KIT MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: 1. 36° FOR MAINLINE AND CONTROL WIRING ALONG SIDES OF PIPE IN PVC SCH. 80 SLEEVES UNDER VEHICULAR PAVING 2. 36° FOR LATERAL PIPE IN PVC SCH. 80 SLEEVES UNDER VEHICULAR PAVING 3. 18" FOR MAINLINE AND CONTROL WIRING ALONG SIDES OF PIPE IN PVC SCH. 40 SLEEVES UNDER PEDESTRIAN PAVING 4. 12" FOR LATERAL PIPE IN PVC SCH. 40 SLEEVES UNDER PEDESTRIAN PAVING 4• + DIAMETER i" Of PIPE 1' 18" MIN. I SEE SPEC. FOR BACKFILL T'IPE ,___ NON-PRESSURE LA 11:RAL LINE --WARNING TAPE (T'IP.) TRACER WIRE 1t MIN. FROII STRUCTURE. '/' MIN. FROM CONCRETE~ . HE/\DER, SIDEWALK OR CURB. ··~ SWING JOINT ASSEMBLY PLAN VIEW 1-+----POP-UP SPRAY/8UBBL£R HEAD INSTALL FWSH W/ GRADE ~ FINISH GRADE COMPACTED SUB-GRADE --S'MNG JOINT ASSEMBLY (1 SCH. 80 NIPPIL 6" lINGTH. 3 SCH. 80-90 DEGREES, STREET EUS W/ ACME 1HRtAD AND MAI£ ADAPTERS W/ ACME 1HREAD) PVC LATERAL LINE PVC SCH. 4-0 TEE OR ELL MAKIMUU 1: 1 SLOPE-~ j ,~ 4• IIGH WA 1ER BASIN (DURING THE MAINTENANCE PERIOO) NOTE: EROSION CONIR<l. FABRIC SHALL BE INSTAU.!l) ON 1HIS SUR 10 CON1Rfl EROSION 111111.E PIANlS ESTABUSH. "llNCH 1IE" AT TWO LOCA TIOHS TREE STAKE-ALL STAKES CUT 5" BELOW CAff(F( MAXIIIUM 1:1 SLOPE 10' EA. SIDE Cl ffll W111lIN 10' TO HAROSCAPE FJM.S/ S1RUCTURES. ROOT BARRIER-ADJACENT TO HARDSCAPE PIANTING BACKFlLL ROUGHEN !,DES & BOTTOM PLAIHING 81,CK111.L BASE (PUDOI.E & St:TTI.E PRIOR TO SEmNO TREE) 2" Ml CONTROLLER WIRE PRESSURE MAINLINE (9 ~~-UP SPRAY /BUBBLER HEAD (6" & 12") (!) ~J,E PLANTING / STAKING (9~~NCHING MINIMUII PIPE COVERAGE SHALL BE AS FOLLOWS: 1. 30" FOR MAINLINE, LA lERAL LINE AND CONTR!X. WIRING ALONG SIDE Of MAINLINE IN SLEEVES UNDER VEHICULAR PAvlNG 2. 24" FOR MAINLINE AND LAT[RAL UN[ IN SLEEVES UNDER PEDESTRIAN PA li1NG 3. 18" FOR MAINLINE ANO CONTRQ WIRING ALONG SIDE OF MAINLINE IN PLANTING AREAS. 4. 12" FOR NON-PRESSURE LA l[RAL LINE IN PLANTING ARE .. A;:.S:..__-.J 1 CD FINISH GRADE C C @ CLEAN COMPAC1EO BACKFILL @ J" WIDE RW ID TAPE @ LA ll:RAL LINES -SEE SPECS. @ UNDISllJRBED SOIL DIUENSION: 1/2 10 2 1/t IN SIZE f' TO 6" IN SIZ[ A 18" 24• B 1t C C C s· s· 2 3 =----(]) -----fs -----'7 -----18 4 @ CONTR!X. WIRES -SEE SPECS. CD ® ® PRESSURE MAINLINE -SEE SPECS. PROvlDE SAND BED PER CITY OF CARLSBAD STANDARDS. TRACER WIRE NOTE: PRESSURE MAINLINE SHALL BE INSTALLED ON A 6" SAND BED AND COVERED BY 5• Of SAND PRIOR TO ANY OTHER BACKFILL MATERIAL. (9 ~~~ INSTALLATION , I I ~ Q ij ,fJ SWING JOINT ASSEMBLY PLAN VIEW ~~---SHRUB SPRAY HEAD/ BUBBLER HARDSCAPE OR SlRUCTURE ~ll"~,JJ.-----ANTI-DRAIN VALVE HUNTER "HCV" Ml • (9 --FINISH GRADE <·/ < ~rlt;;.._ __ COMPACITD SUB-GRADE ,. \t: = .. - NOTE: USE TEFLON TAPE ON ALL THREADED CONNECTIONS SPRAY HEAD ON RISER SCALE: SVilNG JOINT ASSEMBLY (1 SCH. BO NIPPLE 6" l£NG1H, J SCH. 80-90 DEGREES, SlREET ELLS W/ ACME lHREAD AND MALE ADAPTERS W/ ACME lHREAD) PVC LATERAL LINE PVC SCH. 40 1EE OR ELL oarsono Desig■ Associates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT IA Pl.ATTA DRIVE SAN DIEGO, CA92117 PHONE (858) 541-2007 FJ>;X (858) 541-2008 RECTANGULAR VAL'K. eox-~ 1 ii" ll" PVC PIPE SCl!EOULE BO PVC -,I) lHRtADED NIPPLE (1WO TOTAL II E_9BALL VALVE SCALE: PLANT LEGEND SYMBOL BOTANICAL NAME SHRUBS • ..,,----tlALL VALVE ,--SCHEDULE 80 PVC IHREADEO UNl(ll (TWO TOTAL) PVC MALE ADAPITR (iWO lOTAL) COMMON NAME CEA GRI CEANOlHUS GRISEUS HORIZONTALIS WILD LILAC GROUNDCOVERS SIZE 1 GAL IUNIIIUU PLANTING PIT SIZING 1 GAL COHTllitlEII 12" DfII' • tt DIAMETER 5 GAL CONT AlNER 18" DfII' x .., DIAMETER ..--.;.". ~,------SHRUB BARK ldiJLCH AS SPEC"O J" OEP11l-~ WA lERING BASIN = BolCKfll.L --'l"~ ROOTBALL ---- ROUGIEN SlllfS &: BOTTOM or PIT SET Tef or ROOTS.ILL 1" ABOl'E SURROUNDllfll GRADE AND SLDPf FOR IJRIIINAGE SLOPE 1/4" / FT I-:'!~~;: MAXIIIUU 1:1 SLOPE :'fi BERM It' MIN. FRON IRUtae ---Pl.ANTING TABLET r---.,. __ Pl.ANTING BACKFlLL (PUDDLE &: SETTI.E PRIOR TO SETTING SHRUB) NOTE: EROSION CONIR<l. fABRIC SllALL BE INSTALL£D ON lHIS SI.OPE TO CONIR<l. EROSION lllill.E PLAN15 ESTABLISH. (9 ~~UB PLANTING REMARKS G.SYMBOL QUANITY MAXIMUM GROWlH 3' -o• TALL 0 102 0 BACCHARIS PILULARIS DWARF COYOTE BUSH FROM FLATS 12• OC lRIANGULAR SPACING INSTALL REINFORCED STRAW MAT PER CITY REQUIREMENTS IRRIGATION LEGEND (EQUIPMENT) SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER PRESSURE RADIUS GPM @ ROTOR HEAD HUNTER PGS-ADJ-18 NOZ. 30 PSI 37' 3.2D(f") ® ROTOR HEAD HUNTER PGS-ADJ-#5 NOZ. 30 PSI 34' 1.60(H) CD ROTOR HEAD HUNTER PGS-ADJ-#3 NOZ. 30 PSI 30' .9D(Q} EB SPRAY HEAD RAINBIRD 18D0-PA-8S-12F 30 PSI 12· 2.60(F) 0 SPRAY HEAD RAINBIRD 1800-PA-8S-15H 30 PSI 12' 1.30(H) (D SPRAY HEAD RAINBIRD 1800-PA-8S-15Q 30 PSI 12' .70(0) @] AUTOMATIC CONTROLLER HUNTER HUNTER SERIES ICC 20 STATION INSTALL INSIDE GARAGE R.P. BACKFLOW PREVENTR FEBCO 825 SERIES 1• SIZE PRESSURE REDUCING VAf.VE WILKINS 500 SERIES 1• SIZE REMOTE CONTROL VALVE RI\INBIRD ASvf SERIES 1· i QUICK COUPLER VALVE RAINBIRD NO. 33 INSTAf.L INSIDE OF VALVE BOX ....... F.O.C. I]] ---___ .,.... __ ---..--- BALL VALVE HAMMOND 8109 SERIES 1 • DOMESTIC METER ON SITE WATER METER RAIN SENSOR HUNTER WIRO.ESS RAIN SENSOR SCHEDULE 40 PVC PRESSURE MAINLINE SEE PLAN FOR SIZE CLASS 200 PVC LATERAL LINE SEE PLAN FOR SIZE SCHEDULE 40 PVC SLEEVES 2X 0.D. SLEEVED PIPE NOTE: USE VARIABLE ARC NOZZLE FOR COVERAGE LESS THAT 90 DEGREES RADIUS NOTE: ALL EXIST!NG NATIVE VEGETATION SHALL REMAIN, PROTECTED IN PLACE AND ANY DAMAGE TO EXIST!NG AREAS SHALL BE REPAIRED AS APPROVED BY THE CITY. LINE SIZE APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" L.A. ___ EXP. ___ _ REVIEWED BY: INSPECTOR DA1E DATE l---+--+-------------l--+--1--+---t I SH4EET I CITY OF CARLSBAD I SHE5ETS I PLANNING DEPARTMENT ::=:===-=========='--'=====! -~~v.J,\\IUIIIJ/ll/////!q, #:~/~ ,.~ IjJ ~~ J~ DARSONO 1~\ ii CUNNINGHAM = j! R.LA. 2419 j -~ 7/31/06 - "} %.r.p Cl\,• ~,,,///JIii!!\\'"\\,\\°$ 1-----1--+----------------lf----+---l----+--i IRRIGATION AND PLANTING DETAILS LOT 24 OF MAP 8302 MANAGUA PLACE 1----1--1------------1~-+--+---½--i I Af'__,__,t'icc...=~,'-"~'--<l_cr-"-'---=~=t-=~e..e.tlt..._ ___ ),Q-~-,.,., I . PLANNING DATE . DA TE INITIAL ENGINE£~ Of WORK REVISION DESCRIPTION DWN BY: PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY i-=.;.;::__.i..;;.;;.;.;;.;;:....,f.-=.;.;:___L...C...c...:.....i RVWD BY:. PD 06-19 446-9L OlHER APPROVAL CITY APPROVAL GENERAL NOTES: 1. THE FOLLOWING GENERAL NOTES ARE PROVIDED BY THE LANDSCAPE ARCHITECT TO GIVE DIRECTIONS TO THE CONTRACTOR. THE ASSISTANT PLANNING DIRECTOR'S ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 2. CONTRACTOR SHALL VERIFY WITH OWNER'S REPRESENTATIVE THAT PLANS ARE CURRENT AND APPROVED. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD REQUIREMENTS AND LANDSCAPE MANUAL 4. THESE PLANS ARE BASED UPON ENGINEERING GRADING PLANS PREPARED BY CIVIL ENGINEER FOR THIS PROJECT. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON TI--tESE PLANS. 6. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. 7. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO THE BEGINNING OF WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE Pl.ANS PRIOR TO THE BEGINNING OF WORK. 9. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS A PART OF THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR. 10. DETERMINATION OF EQUAL SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 11. LANDCAPE ARCHITECT AND CITY INSPECTOR (760) 815-6708 OR (760) 602-4603 SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE FOR SITE OBSERVATION OR MEETING. 12. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: A. PRE-CONSTRUCTION B. LANDSCAPE CONSTRUCTION C. IRRIGATION D. PLANT MATERIAL PLACEMENT 1 E. PRE-MAINTENANCE F. POST-MAINTENANCE 13. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. 14. THE DEVELOPER/CONTRACTOR SHALL PROVIDE FULL MAINTENANCE OF ALL LANDSCAPE AREAS FOR A MINIMUM OF THIRTY (30} DAYS AFTER INITIAL WRITTEN APPROVAL 1 !'.I. CONTRACTOR SHALL BE BACK CHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR THE APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, INCLUDING TRANSPORTATION TIME AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS. 16. THE FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THIS FIRM DOES NOT DIRECT THE CONTRACTOR'S OPERATIONS AND IT IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN AT THE SITE, THE SAFETY OF OTI--tERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. IRRIGATION SPECIFICATIONS: 1. ALL IRRIGATION MATERIALS AND PROCEDURES SHALL CONFORM TO THE CITY CARLSBAD REQUIREMENTS AND LANDSCAPE MANUAL. 2. IRRIGATION PLAN IS DIAGRAMATIC ONLY. 3. CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF ALL EXISTING SITE CONDITIONS. 4. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP SPRAY OFF OF THE WALKWAYS, WALLS, PARKING AREAS, STREETS AND DRIVES. 5. AS A MINIMUM, ALL IRRIGATION HEADS LOCATED ADJACENT TO OR WITHIN 1 O' OF WALKWAYS, PARKING AREAS, HEADER, STREETS AND DRIVES SHALL BE INSTALLED ON POP-UP BODIES. 6. WHEN THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OWNER/DEVELOPER'S AUTHORIZED REPRESENTATIVE OR THE LANDSCAPE ARCHITECT, SHALL PERFORM A TEST OF COVERAGE OF WATER AFFORDED THE PLANTING AREAS TO ENSURE THAT IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 7. PRIOR TO BURYING IRRIGATION LINES: A) ALL MAINLINE IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 PSI FOR A PERIOD OF FOUR (4) HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALi.iNG NEW MATERIAL IN ITS PLACE. DO NOT BACKFILL TRENCHES UNTIL CITY INSPECTOR HAS APPROVED THE MAINLINE TEST. B} ALL LATERAL LINES SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE (1} HOUR. C) THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE OWNER OR THE LANDSCAPE ARCHITECT. 8. ALL PRESSURE MAINLINES SHALL BE BURIED EIGHTEEN (18} INCHES DEEP, AND ALL LATERAL LINES SHALL BE BURIED TWELVE (12) INCHES DEEP. DEPTH FOR BOTH MAINLINE AND LATERAL LINES, WHEN PASSING UNDER DRIVE AND PARKING AREAS, SHALL BE BURIED THIRTY (30) INCHES DEEP INSIDE SCHEDULE 80 SLEEVES TWICE THE DIAMETER OF THE SLEEVED LINE. METALIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGlH Of THE SLEEVES, AND 2 ND. TAPE TWELVE (12) INCHES DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN TWO (2) INCH CAPITAL LETTERS EVERY THREE (3) FEET ALONG THE TAPE. SLEEVES SHALL EXTEND A MINIMUM Of" TWELVE (12) INCHES PAST THE EDGE OF THE PAVING. 9. MAIN LINES: ALL PIPING UNDER CONSTANT PRESSURE BETWEEN WATER METER AND OR SUPPLY SYSTEM AND CONTROL VALVES AS PER LOCAL CODE OR SHALL BE PVC SCHEDULE 40 OR CLASS 315 PVC UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS, OR LEGEND. 10. LATERAL LINES: ALL PIPING UNDER INTERMITTENT PRESSURE, DOWN STREAM OR CONTROL VALVES SHALL BE RIGID PVC 1120, SDR 21 CLASS 200 PVC UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS, OR LEGEND. 11. ALL PLASTIC FITTINGS SHALL BE RIGID POLYVINYL CHLORIDE, STANDARD WITH SCHEDULE 40 TYPE I AND II. ALL RISERS AND NIPPLES SHALL BE SCHEDULE 80 PVC. 13. ALL WIRE SHALL BE ANG-UF DIRECT BURIAL TYPE, AND ALL CONNECTIONS SHALL BE MADE WITH 'PEN-TITE' CONNECTORS OR APPROVED EQUAL. SPLICES ARE NOT ACCEPTABLE. TWO (2) ADDITIONAL WIRES SHALL BE RUN FROM THE CONTROLLER/$ TO THE LAST VALVE ON THE MAINLINE. AN ADDITIONAL TWO (2) WIRES SHALL BE RUN FOR EACH SPLIT IN THE MAINLINE. A TRACER WIRE SHALL BE RUN ALONG THE ENTIRE LENGTH OF THE MAINLINE. 14. ALL WIRE SHALL BE BUNDLED AND PLACED BENEATH THE MAINLINE AND TAPED AT INTERVALS OF TEN (10} FEET. ALL WIRE SHALL BE SLEEVED SEPARATELY WHEN PASSING UNDER PAVED AREAS. SLEEVES SHALL BE TWICE THE DIAMETER Of" THE BUNDLED WIRE OR A MINIMUM OF FOUR ( 4} INCHES IN DIAMETER. 15. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH PVC SCHEDULE 80. 16. AUTOMATIC CONTROLLER TO BE MOUNTED ON GARAGE WALL WHERE INDICATED ON THE PLAN. A 120 VOLT 'J' BOX CONNECTION SHALL BE PROVIDED BY THE OWNER/DEVELOPER. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT FROM THE CONTROLLER TO THE MAINLINE. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS. 17. ALL IRRIGATION LINES AND APPURTENANCES, WITH THE EXCEPTION OF IRRIGATION LATERALS AND HEADS PROVIDING IRRIGATION OF AREAS WITHIN THE PUBLIC RIGHT-OF-WAY, SHALL BE INSTALLED OUTSIDE THE PUBLIC RIGHT-OF-WAY. 18. CHECK VALVES SHALL BE INSTALLED AS NECESSARY TO PREVENT DRAINAGE OF THE VARIOUS LATERAL SYSTEMS FROM OCCURING AT THE HEADS OF LOWEST ELEVATION. NO MORE THAN TWELVE (12) FEET OF ELEVATION CHANGE SHALL SEPARATE CHECK VALVES. CHECK VALVES SHALL BE FIVE (5) PSI RATED. 19. AFTER ALL NEW IRRIGATION PIPING AND RISERS ARE IN PLACE AND CONNECTED AND ALL OTHER NECESSARY IRRIGATION WORK HAS BEEN COMPLETED, BUT PRIOR TO THE INSTALLATION OF IRRIGATION HEADS, REMOTE CONTROL VALVES SHALL BE OPENED AND FULL HEAD OF WATER USED TO FLUSH OUT THE ENTIRE SYSTEM. 20. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO THE WORK OF THIS SECTION ON A DAILY BASIS. 21. THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR TO GIVE COMPLETE AND SATISFACTORY SERVICES AS TO MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE Of" THE FINAL ACCEPTANCE OF THE WORK BY THE OWNER/DEVELOPER. 22. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF THIRTY (30) DAYS AND SHALL WATER ON A DAILY BASIS. 23. PRIOR TO FINAL ACCEPTANCE Of WORK, CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE IRRIGATION SYSTEM WORK: A) ALL CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON THE RECORD DRAWINGS. B) VALVES NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. C} AUTOMATIC VALVES, BALL VALVES AND QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS IDENTIFIABLE ABOVE GRADE AND SHALL BE TO THE NEAREST ONE-HALF FOOT. D) ON THE INSIDE SURFACE OF THE COVER OF THE AUTOMATIC CONTROLLER/S, CONTRACTOR SHALL PREPARE AND MOUNT A CHART SHOWING THE VALVES AND IRRIGATION HEADS SERVICED BY THE CONTROLLER/S. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE. THE CHART SHALL BE A PLOT PLAN SHOWING ALL HARDSCAPE IMPROVEMENTS TO INCLUDE WALKWAYS, PARKING AREAS, DRIVES AND STREETS. LEGIBLE IN ALL DETAIL, PLOT PLANS SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER/S COVER. PRINTS OF THIS PLAN SHALL BE HERMETICALLY SEALED BY PLASTIC AND THEN BE SECURED TO THE INSIDE COVER. F} SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING ANO PLANNING DEPARTMENT. THE FINAL PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIIONS PROVIDED BY THE CONTRACTOR. G) THE FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY TI-IE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. 24. ALL OTHER LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE IRRIGATION. CONTRACTOR. 25. UPON COMPLETION AND RECEIPT Of FINAL WRITTEN APPROVAL, ALL MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS FOR ALL IRRIGATION EQUIPMENT SHALL BE PROVIDED AS WELL AS THE FOLLOWING EQUIPMENT. A} TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. B} TWO (2) QUICK COUPLER KEYS WITH GATE VALVE AND HOSE ELL ASSEMBLIES. C) TWO (2) KEYS FOR OPENING AND LOCKING THE AUTOMATIC CONTROLLER/S AND THE CONTROLLER/$ ENCLOSURE. PLANTING SPECIFICATIONS: 1. ALL PLANTING MATERIALS AND PROCEDURES SHALL CONFORM TO THE CITY CARLSBAD REQUIREMENTS AND LANDSCAPE MANUAL 2. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL 3. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, INCLUDING ALL SLOPE GROUND COVER NOT DESIGNATED TO REMAIN, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS FROM ALL PLANTING AREAS ON THE SITE AND DISPOSE OF IT AT AN APPROVED DISPOSAL AREA. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION AND CONTINUED MAINTENANCE OF ALL EXISTING VEGETATION DESIGNATED TO REMAIN, INCLUDING NECESSARY MODIFICATION AND MAINTENANCE Of THE EXISTING IRRIGATION SYSTEM. 4. LANDSCAPE CONTRACTOR SHALL RAKE AND FINE GRADE ALL AREAS TO BE PLANTED PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE FINISH GRADING OF THE SITE. SITE SHALL BE RECEIVED AT PLUS OR MINUS ONE (1) INCH WITI--t THE EXCEPTION OF LANDSCAPE MOUNDS AND THOSE FEW AREAS MODIFIED ON THE LANDSCAPE GRADING/DRAINAGE PLAN. LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE OWNER/DEVELOPER'S SUPERINTENDENT AND LANDSCAPE ARCHITECT REGARDING FINAL APPROVAL OF GRADES. EVERY EFFORT SHOULD BE MADE TO CONSTRUCT LANDSCAPE MOUNDS FROM ON-SITE SOIL SO THAT IMPORTATION OF SOIL IS UNNECESSARY. IF IMPORTATION OF ADDITIONAL SOIL FOR PLANT- ING AREAS IS NECESSARY, IMPORTED SOIL IS TO BE CLASS 'A' TOPSOIL. A SAMPLE SHALL BE PRESENTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL. 5. ALL NEW PLANTING AREAS AND SLOPES ARE TO BE WATERED FOR FIFTEEN (15) DAYS PRIOR TO HERBICIDE APPLICATION. "ROUND-UP" HERBICIDE TO BE SPRAYED ON WEEDS PER MANUFACTURER'S DIRECTIONS. REPEAT APPLICATIONS MAY BE NECESSARY DEPENDING UPON WEED GROWTH. PLANTING TO COMENCE TWELVE (12) DAYS AFTER LAST APPLICATION. 6. ALL PLANTING AREAS SHALL BE SCARIFIED (RIPPED} TO A DEPTH OF SIX (6) INCHES BELOW GRADE IN TWO (2} DIRECTIONS. ALL FURTHER DEBRIS AND NEWLY REVEALED ROCKS LARGER THAN TWO (2) INCHES IN DIAMETER SHALL BE REMOVED FROM THE SITE. 7. ALL PLANTING AREAS NOT EXCEEDING A 3:1 SLOPE SHALL RECEIVE THE FOLLOWING AMENDMENTS PER 1000 SQ. FT. AND SHALL BE THOROUGHLY CULTIVATED IN TWO (2) DIRECTIONS INTO THE TOP SIX (6) INCHES OF SOIL. A) 3 CU. YARD OF NITROGEN STABILIZED WOOD SHAVINGS. B} 200 LBS. AGRICULTURAL GYPSUM C} SOILS TEST PER MANUAL 8. FOLLOWING THE INCORPORATION OF THE ABOVE AMENDMENTS, RAKE INTO THE TOP ONE (1) INCH OF SOIL, THREE (3) POUNDS OF "TERRA-SORB" PER 1000 SQ. FT. 9. PRIOR TO THE INCORPORATION OF FERTILIZER, ALL PLANTING AREAS ARE TO BE TI--tOROUGHLY WATERED IN A MANNER THAT WILL PASS A MINIMUM OF TWELVE (12) INCHES OF WATER THROUGH THE SURFACE SOIL ZONE. THIS PROCEDURE IS CALLED LEACHING AND ONLY WHEN COMPLETED AND SOLUABLE SALTS ARE ADEQUATELY LOW SHALL THE FOLLOWING FERTILIZER BE APPLIED PER 1000 SQ. FT. AND BE THOROUGHLY CULTIVATED INTO THE TOP EIGHT (8) INCHES Of SOIL A} 25 LBS. PRO-GREEN 4-16-16 10. FOR EACH CUBIC YARD OF BACKFILL CONSISTING OF 60% LEACHED ON-SITE SOIL AND 40 % NITROGEN STABILIZED WOOD SHAVINGS, THE FOLLOWING AMENDMENTS SHALL BE INCORPORATED: A} 1 LB. AGRIFORM SLOW RELEASE FERTILIZER 12-12-12 B) 2 LBS. IRON SULFATE C) 1 LB. SOIL SULPHUR NOTE: THE ABOVE SOIL AMENDMENTS IN ITEMS EIGHT (8), NINE (9) AND TEN (10) ARE SPECIFIED FOR BIDDING PURPOSES ONLY. A MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE TAKEN FROM VARIOUS POINTS IN THE PLANTING AREAS AND ANAL VZED AT BUTLER'S MILLS AND OR ANOTI--tER APPROVED SOIL TESTING LABORATORY. A REPORT Of THEIR FINDINGS, TO INCLUDE AMENDMENT RECOMMENDATIONS FOR TREE AND SHRUB BACKFILL, TURF AND GROUND COVER AREAS, AS WELL AS BROADCAST AMENDMENT RECOMMENDATIONS FOR ALL SLOPE AREAS SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 11. PLANTING TABLETS 20-1 D-5 2-21 GRAM TABLETS PER 1 GALLON CONTAINER 3-21 GRAM TABLETS PER 5 GALLON CONTAINER 4-21 GRAM TABLETS PER 15 GALLON CONTAINER 1-21 GRAM TABLET PER 4• OF BOX SIZE E) "TERRA-SORB" 1 TBS PER FOOT OF TREE HEIGHT 1 TSP PER GALLON SIZE OF SHRUB CONTAINER 12. ALL TREES SHALL BE PLANTED OUTSIDE THE PUBLIC RIGHT-OF-WAY UNDER THE FOLLCWING CONDITIONS: A) 1 o· -o· AWAY FROM TRAFFIC SIGNS (STOP SIGNS) B) 5' -0" AWAY FROM UNDERGOUND UTILITY LINES C} 1 o· -o• AWAY FROM ABOVE GROUND UTILITY STRUCTURES D} 1 o' -o• AWAY FROM DRIVEWAYS (ENTRIES) E} 25' -o• AWAY FROM INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS} 13. SHOULD IT BE NECESSARY TO PLANT WITHIN 5' -o• OF HARDSCAPE, WALLS AND/OR STRUCTURES, A ROOT CONTROL BARRIER, "BIO-BARRIER" SHALL BE UTILIZED. BARRIER SHALL EXTEND ALONG THE EDGE OF THE HARDSCAPE, WALL AND/OR STRUCTURE BEING PROTECTED TO THE EXTENT OF THE MATURE DRIP LINE OF THE TREE (MINIMUM 20' -0"). 14. PLANT PITS SHALL BE SQUARE AND TWO (2) WIDER THAN THE PLANT CONTAINER DIAMETER AND DEPTH OF ROOT BALL HEIGHTS. 15. ALL NON TURF PLANTING AREAS LESS STEEP THAN 3: 1 SLOPE SHALL RECEIVE THREE (3) INCHES Of SHREDDED BARK MULCH. ALL NON-TURF PLANTING AREAS EXCEEDING A SLOPE OF 3: 1 SHALL RECEIVE STRAW MAT. SUBMIT A SAMPLE OF MULCH AND STRAW MAT TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY Of MULCH AND STRAW MAT TO SITE. 16. ALL STANDARD TREES SHALL BE DOUBLED STAKED AS PER DETAIL ALL MULTI-TRUNK TREES SHALL BE GUYED. 17. ALL STANDARD TREES IN TURF AREAS SHALL HAVE "TREE BOOTS","ARBOR GUARDS" OR APPROVED EQUAL AS WELL AS BEING PLANTED IN A THREE (3) FOOT DIAMETER UNPLANTED AREA COVERED IN FOUR (4) INCHES Of SHREDDED BARK MULCH. MULTI-TRUNK TREES IN TURF AREAS SHALL BE PLACED WITHIN A SIX (6) FOOT DIAMETER UNPLANTED AREA COVERED IN FOUR (4) INCHES OF SHREDDED BARK MULCH. 18. PLANT COUNTS ARE FOR THE CONVENIENCE OF LANDSCAPE CONTRACTORS ONLY. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY PLANT MATERIAL TO FULFILL THE DESIGN INTENT OF THESE DRAWINGS. 19. TWENTY FOUR (24) HOURS PRIOR TO PLANTING, CONTRACTOR SHALL CONTACT OWNER/LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL AND ITS INTENDED LOCATION ON SITE. PHOTOGRAPHS ARE REQUIRED FOR ALL 24" BOX OR LARGER TREES. 20. THE LANDSCAPE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN CONDITION REMOVING ALL USED MATERIALS, TRASH, AND TOOLS ON A DAILY BASIS. 21. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTING AREAS FOR A PERIOD OF THIRTY (30) DAYS, GUARANTEE ALL SHRUBS FOR NINETY (90) DAYS AND ALL TREES FOR ONE (1) YEAR. GUARANTEE PERIOD FOR ALL TREES AND SHRUBS SHALL COMMENCE UPON WRITTEN APPROVAL OF THE OWNER AT THE END OF THE MAINTENANCE PERIOD OR EXTENSION THEREOF. 22. LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS OR REPLACEMENT OF MATERIALS MADE NECESSARY THROUGH THE ACTION OR NEGLIGENCE OF HIS CREW. 23. UPON COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER/LANDSCAPE ARCHITECT AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS ANO SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP LIKE MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE COMMENCEMENT OF THE MAINTENANCE PERIOD. 24. THE MAINTENANCE PERIOD SHALL INCLUDE AS A MINIMUM THE FOLLOWING SCOPE OF WORK: A} DAILY WATERING Of ALL PLANT MATERIAL B) WEEDING AND REMOVAL OF ANY WEEDS FROM PLANTING AREAS C) REPLACEMENT OF ANY DEAD OR DYING OR DAMAGED TREES AND/OR SHRUBS AND GROUND COVER. D) FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. E} FILLING AND RECOMPACTION Of ERODED AREAS. F) MINIMUM WEEKLY MOWING OF TURF AREAS G) WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL OTHER FOREIGN DEBRIS AT AN APPROVED DISPOSAL SITE. H} AT THIRTY (30) DAYS AFTER THE START OF MAINTENANCE, TOP DRESS ALL PLANTING AREAS AND APPLY FERTILIZER (16-6-8) AT A RATE OF 6 LBS. PER 1000 SQ. FT. SITE SHALL BE WATERED IMMEDIATELY FOLLOWING FERTILIZER APPLICATION. ADDITIONAL SHREDDED BARK MULCH SHALL BE APPLIED TO MAINTAIN, AS A MINIMUM, FOUR (4) INCHES OF COVER AND/OR TWO (2) INCHES OF COVER IN GROUND COVER AREAS. 25. PRIOR TO THE END OF THE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER/LANDSCAPE ARCHITECT TO ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO THE END Of THE MAINTENANCE PERIOD. MAINTENANCE PERIOD MAY BE EXTENDED IF ANY OR ALL ASPECTS OF THE SCOPE OF WORK ARE FOUND DEFICIENT AT THE END OF THE THIRTY (30) DAYS. FINAL WRITTEN APPROVAL SHALL BE THE START DATE FOR ALL GUARANTEES. NOTE SOIL TESTING: THE RESULT AND RECOMENDATIONS OF THE SOIL TESTING LABORATORY SHALLL BE SUBITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BECOME PART OF THE APPROVED PLANS. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RC[___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD J SHE5ETS I l---li--+------------------11-----t---t---t-~ u_j PLANNING DEPARTMENT l--+-+------------+---t---i---1:--~ 1----ll--+---------------ll-----t---f-----t-~ LANDSCAPE SPECIFICATIONS LOT 24 OF MAP 8302 MANAGUA PLACE Darsono Design Associates, lac. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT I.A Pl.A TT A DRIVE SAN DIEGO, CA 92117 PHONE (858) 541-2007 FM (858) 541-2008 /1"\ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: I PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: ---PD 06-19 OTHER APPROVAL CITY APPROVAL RVWD BY: I DRAWING NO. . 446-9L I