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DWG 514-6M; AMEND 2017-0026; OMNI LA COSTA RESORT BALLROOM; 01-10
C: \:;;RAl'l1NG FILES\L ILE SHI:£ :5\XXXX.U'i'i'G I h0/21..llS -DRA)VING INDEX: OMNI LA COSTA BALLROOM PARKING EXPANSION SHEET TITLE SHEET NUMBER Tl TLF s·HF[T 1 D[HQ RW TITL[ S/-l[[T 2 Del 1vlar Road ' VICINITY MAP CITY OF OCEANSIDE HIGrlWA'i ?a PACIFIC OCEAN I, Ii -.x NOT TO ----w--SCALE CITY OF VISTA DI RT DIAL TOLL FREE 1-800 -422 -4133 AT LEAST W ✓O DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Carlsbad9 CA LOCATION MAP /1\ --~ ,SCA};~~ I G.2 ... ~~\ /~ 1ef;,4, 6 4':.i )~ l=l •••-• ..;i 12 <}l -·22 ~!~-t~-;~5 ---~Q!~ DATE INITIAL ------=-:----DESIGNER OF WORK Expiration Date:12-Jl-26 92009 /RR/G'. L[GEND & NOT[S J IRRIG'A T!ON PLANS & D[TA/LS 4 IRR/G'A T!ON DETAILS 5 IRRIG'A T!ON SP[C/FICA TIONS 6 RECYCLED WATER PLAN 7 1-IYDROZONE PLAN 8 --·--------------------------- PLAN /INC PLANS & LEGEND 9 PLANTING' NOT[S & D[TA!LS 10 ------------------------ TOTAL NUMBER OF SH[ETS 10 DECLAHATION OF HESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WO,'?K FOR THIS PROJECT, THAT I HI\ VE EXERCISED RESPONSIBLE CHAF/CE OVER THE DESIGN OF THIS PROJECT AS OETINFO IN SECTION 6703 OF TH[ BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WIT/-/ CURF?ENT STANDARDS. I UNDERSTAND THAT THE CHECK CF PROJECT DR/\ WINGS /\ND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN OIFCO COUNTY OFPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A R[VIEW ONLY AND DOES NOT REL/EV[ ME, AS TH[ LICENSED DESIGNER OF VIORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN THESE PLANS HA V[ BEEN PRFPARFO IN SUBSTANTIAL CONFORMANCE: WITH THE APPROVED LANDSCAPE: CONC[PT PLAN, WA T[R CON SERVA T!CN PLAN, FIFIE PROT[CT/ON PLAN, ANO ALL CONOIT/ONS OF APPROVAL FIELA TEO TO LANDSCAPING. BY: PHONE NO: ( ~) 931-0/80 EXT. 106 REGISIRA T/ON NO: LA#3900 EXP/RAT/ON DA TE: 12-31-2026 WATER EFFICIENT LANDSCAPE DECLAHATION: I AM FAMILIAR WITH THE REQUIRF:MENTS FOR /_ANDSCAPF: AND /RR/CA TIO/✓ PLANS CONTAINED IN TH[ CITY CF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFIC![NT LANDSCAPE REGULATIONS. I HAVE PREPARED T/-//S PLAN IN COMPLIMICE Yim-! THOSE REGULATIONS AND TH[ LANDSCAPE MANUAL. I CERTIFY THAT THE Pl.AN IMPLEMENTS THOSE: REGULATIONS TO P,RCVID[ EFFIC/[NT USE or WATER BY: dP-?k 6 c£------. SICN[O UNDER PENAL TY OF PERJURY PHONE NO: ( ~) 931-0780 EXT. 106 REGISTRATION NO: LA/13900 EXP/RATION DA TE: 12-31-2026 ---~--~~~~------ BACKFLO1V PREVE_\/TER TESTING: ALL IR/?ICA TION UACKFLOW Pr'?EVENT[,'?S S1-/ALL DE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN /0 THE CITY ANO THE CARLS/:JAU MUNICIPAL WA 11:R UIS/RICI. PIPE BE TWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K /-/ARD COPPER". APPROVED CONTRACT BACKFIOW TE5TE.RS CAN B[ FOUND BY CALLING ( 442) 339-2722. INSPECTION PROCEDURES: ------------ INSPECTICN OF THE PROJ[CT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT CF WORK, OR THE LANDSCAPE ARCHITECT OF wor?K'S DES/GNA TED AG[NT, REIER TO TH[ SP[CIFICA TICNS FOR THE SCHEDULE OF R[QU/R[D INSPECTIONS /\ND R[QUIREO SUBMITTAL$. FOLLOWING COMPL[TION CF THE WORK, Tf/E LANDSCAPE: ARCHITECT OF THE WOI-/K WILL Cl:Jlflr-Y /,1-/A T TH[ INS {ALLA f/ON HAS BEEN COMPL[TEO BY SUBMITTING TH[ "CERT/FICA TION OF COMPLETION" FO.RM. E-MA/l THE FOFIM TO: glen@trib-la.com. TO MAKE A FIE-QUESI FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 434 9.300. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PR/CR TO BEGINNING LANDSCAPE WCRK ANO THE OFSIGNfR OF WOFIK S.HALL REVIEW Tl-/[ PROJECT UTILITY LOCA T!ONS AND REVISE PLANS ACCORDINGLY TO FUlL Y SCREEN ALL UTILITIES FROM VIEW N/0 PF?OTECT ALL UT/UT/ES (ABOVE & BE.LOIi GRAD[) FROM /NVI\SIV[ PLANT GROWTH /\ND ROOTS. APPROVED FOR !RR/GA TIO!✓ AND PLAJ\/ ltf\JG ONLY I INCLUDING PRECISE LOCA T!ON OF PLAf\J TING AREA. 11 AS BUILT 11 PS PROJ. t\O. 240101 S1;;Jµ\t!rnbor 3, 2025 RCE EXP. DATE It PLANNING I 1-11 LAND USE / COAST,\L PL,\NNl.\"G LANDSC,\PE ,\RCfl:TECTUTIE-LA/13GIOO SYSTEMS POLICY AND PROCESSING REV[E\,/ED BY, ENVIROSME.N'l',\L l\HTIGA'l'IO}," 15~U f'AH,\DAY AVENUE, SUl'fE lOO, CARLSB1'.U. CA 02~:os (?UU) U:.Jl-U7tlU "' 1'',\X {760) U~H-5744 • i11!o~plu.nni1:g<ayGtcm:;.m;l JN~PECHIR JJA rE I SH{lT I CITY OF' CARLSBAD PLANNiNfJ DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA BALLROOM PARKING EXPANSION TITLE SHEET ----,- APPROVED: / 47' ,/,_~ JT 'I , IJ,,U:e,/ q{z&(_z? Pl.ANNING tr ., OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRl:,TICN RVWD BY: LPC2025-0001 514-6M OTI-IER APPROVA, CITY APPROVAL GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE O[HQ RW TITLE SHEET SHEET NUMBER 00 2 1. ALL WORK SHALL BE. DONE. IN ACCORDANCE. WITH THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULES AND RE.GULA TIONS. 2. DRINKING WATER FOUNTAINS AND DE.S/GNATE.D OUTDOOR E.A TING ARE.AS SHALL BE. PROTE.CTE.D AGAINST CONTACT WITH RE.CYCLED WA TE.R SPRAY, MIST OR MISTING. OMNI LA COSTA BALLROOM PARKING EXPANSION IRR!G. LEGEND & NOTES /RR/GA TION PLANS & DETAILS /RR/GA T!ON DETAILS /RR/GA TION SPECIF/CATIONS J CV-:, 4 5 LO 6 3. BE.ST MANAGEMENT PRACTICES SHALL BE. USED TO E.LIM/NA TE OR CONTF/OL TO THE BE.ST E.XTE.NT POSSIBLE. PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE. BIBS ARE. STRICTLY PROH/8/TE.D. 5. CROSS-CONNECTIONS BE.TWE.E.N RE.CYCLED WA TE.R LINES AND POTABLE 'WA TE.R LINES ARE. STRICTLY PROH/8/TE.D. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE. ALLOWED WITHOUT PRIOR APPROVAL OF THE CJ TY OF CARLSBAD MUNICIPAL WA TE.R DISTF/ICT. 7. ALL MAINLINE. PIPE.S SHALL HAVE. WARNING TAPE. PE.R CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULE.S AND RE.GULA TIONS. 8. HOURS FOR /RR/GA TION WI TH RECYCLED WATER ARE. FROM 10: 00 P.M. TO 6: 00 A.M. THE. HOURS FOR /RR/GA TION WITH DISINFECTED TE.RT/ARY RE.CYCLE.O WA TE.R MAY BE. MOD/FJE.D BY THE. LOCAL AUTHORITY. /RR/GA T/ON DURING PUBLIC USE. PERIODS WITH DISINFECTED TERTIARY RE.CYCLED WATE.R SHALL BE. UNDE.R THE. SUPERVISION OF THE. DE.SJGNATE.D USE.R SUPERVISOR. /RR/GA TION WITH WATER OF A LE.SSE.R QUALITY THAN OIS/NFE.CTE.O TE.RT/ARY RE.CYCLED WATER SHALL BE. BE.TWE.E.N THE. HOURS OF 10: 00 P.M. TO 6: 00 A.M. 9. BURIAL OF ALL "WIRING AND PIPING SHALL ME.E.T CARLSBAD MUNICIPAL WA TE.R DISTRICT RULE.S AND RE.GULA TIONS. 10. NON-DE.SIGNATE.D USE. ARE.AS SHALL BE. PROTE.CTEO FROM CONTACT WITH RE.CYCLED WA TE.R, WHE.THE.R BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH /RR/GA TION O.R OTHE.R USE.. LACK OF PROTECTION, WHE.THE.R BY OE.SIGN, CONST:RUCTION PRACTICE. OR SYSTEM OPE.RATION IS STRICTLY PROH/8/TE.D. 11. /RR/GA TION HE.ADS SHALL BE. RE.LOCA TE.D OR ADJUSTED TO MINIMIZE. OR E.LIM/NA TE. OVE.R- SPRA YING ON SIDE.WALKS, STRE.E.TS AND NON-DE.S/GNA TE.D USE. ARE.AS. 12. RE.CYCLED WA TE.R QUICK COUPLING VAL VE.S SHALL BE. OF A TYPE. DE.SIGNED FOR /HE. USE. ON RE.CYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULES AND RE.GULA TIONS. (ACME. THREAD). 13. ON RE.CYCLED WA TE.R SYSTEMS, ALL APPU,RTENANCE.S (SPRINKLER HEADS, VAL VE. BOXES, ETC.) SHALL BE COLOR-CODED PURPLE. PER A WWA GU/DE.LINES ANO SE.CT/ON 116815 OF THE. CALIFORNIA HEAL TH AND SAFE.TY CODE. 14. ALL I.RR/GA TION PIPE SHALL BE. STENCILED WITH WARNING, "NON-POTABLE. OR .RE.CYCLED WATE.R", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE ANO STE.NC/LING OR/E.NTE.D TOWARD THE TOP OF THE. TRENCH PER THE. CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND RE.GULA TIONS. 15. ON NEW ON-SITE. SYSTEMS (POST-ME.TER), POTABLE. WATER, CONSTANT PRESSURE RE.CYCLED WATER AND SEWER LINES SHOULD BE. PLACED A MINIMUM OF FOUR FE.ET APART OR AS 0/RE.CTE.D BY THE. PROJECT E.NGINE.E.R AND/OR REGULATORY AGENCY. ME.ASURE.ME.NTS SHALL BE. BE.TWE.E.N FACING SURFACES, NOT PIPE CE.NTE.RLINE.S. 16. CONSTANT PRESSURE. RE.CYCLED WATER LINES SHALL CROSS AT LE.AST TWELVE. INCHES BE.LOW POTABLE. WA TE.R LINE.S AND MAINTAIN AT LE.AST TWELVE. INCHES CROSSING SE.PARA TION BE.TWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE. RE.CYCLED "WA TE.R LINE. MUST BE. INSTALLED ABOVE. A POTABLE. WA TE.R LINE. OR LESS THAN TWE.L VE. INCHE.S BE.LOW A PO TABLE.' WA TE.R LINE., THE.N THE. RE.CYCLED WATER LINE. SHALL BE. INSTALLED WITHIN AN APPROVED PROTECTIVE. SLEE.VE. AS PE.R THE. CARLSBAD MUNICIPAL WATER DISTRICT'S RULE.S AND RE.GULA TIONS. 18. THE. RE.QUIRED CROSS-CONNECTION SHUTDOWN TE.ST SHALL BE. DONE. BY THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT AND THE. SAN DIE.GO COUNTY DEPARTMENT OF ENVIRONMENTAL HE.AL TH. 19. THE RE.QUIRED CROSS-CONNECTION /NSPE.CTION SHALL BE. DONE BY E.ITHE.R THE CARLSBAD MUNICIPAL WA TE.R DISTRICT AND/OR THE. SAN DIE.GO COUNTY DEPARTMENT OF E.NVIRONME.NTAL HEALTH. COPIES OF /NSPE.CTION RE.PORTS WILL BE. FORWARDED TO THE. NON-INSPECTING PARTY. 20. THE. DE.SIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE. CALLE.D OUT ON THE. PLANS. 2!. WHEN RE.CYCLED WA TE.R BECOMES AVAILABLE., AN ON-SITE. USER SUPERVISOR SHALL BE. OESIGNA TE.D IN WRITING. THIS INDIVIDUAL SHALL BE. FAMILIAR WITH PLUMBING SYSTEM WITHIN THE. PROPERTY, WITH THE. BASIC CONCEPTS OF BACKFLOW/CROSS-CONNE.CTION PROTECTION, THE. RE.CYCLED PURE.YOR'S RULES ANO RE.GULA TIONS AND THE. SPECIFIC REQUIREMENTS OF A RE.CYCLED WATER SYSTEM. COPIES OF THE OE.SIGNA TION, "WITH CONTACT PHONE. NUMBERS SHALL BE. PROV/DE.D TO THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT. IN CASE. OF E.ME.RGE.NCY CONTACT GONZALO HERNANDEZ AT (675) 955-.371.3 OR AFTER HOURS CONTACT GONZALO HERNANDEZ AT (615) 955-3713 22. ALL PUBLIC AND PR/VA TE. POTABLE. WA TE.R MAINS INCLUDING FIRE. MAINS ANO ANY WATER WELLS ANO WA TE.R COURSES WI THIN THE. .RE.CYCLED WA TE.,R PROJE.C r SHALL BE. SHOWN ON THE. PLANS. 23. CALL OUT ON THE. PLANS IF THE.RE. ARE. OR ARE. NOT DRINKING FOUNTAINS AND/OR DE.SIGN A TED OUTDOO.R EA TING ARE.AS ON THE SI [E.. 24. A PHYSICAL SE.PARA TION SHALL BE. PROVIDED BE.TWE.E.N ADJACENT ARE.AS !RR/GA TE.O WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE. PROVIDE.D BY DISTANCE., CONCRETE. MOW STRIPS OR OTHE.R APPROVED METHODS. 25. ALL /RR/GA TION BACKFLOW PRE.VEN TE.RS SHALL BE. TE.STE.D BY A CE.RTIFIE.D TE.STER AND RE.SUL TS MUST BE. GIVE.N TO THE. CITY AND THE. CARLSBAD MUNICIPAL WATER DISTRICT. PIPE. BE.TWEEN THE. ME.TE.R AND BACKFLOW PRE.VE.NTE.R SHALL BE. "SCHEDULE. K HARD COPPER". APPROVED CONT:RACT BACKFLOW TE.STE.RS CAN BE. FOUND BY CALLING (760) 438-2722. 2100 Costa Del Mar SIGNAGE NOTES THE. FOLLOWING GUIDE.LINES FOR THE. USE. OF RE.CYCLED WATER ARE. TO BE. PE.RMANE.NTL Y POSTED INSIDE. THE. DOOR OF EACH CONTROLLER WHERE. THEY ARE. E.ASIL Y VISIBLE.. PLACE. ON 8-1/2" X 71" SIZED SIGN. COLOR: PURPLE. BACKG/-WUND WI TH BLACK LE.TTE.RING. 1. GUIDE.LINES FOR RE.CYCLED WA TE.R USE A. /RR/GA TE. BE.TWEEN TIIE. /-/OURS OF 10. 00 P.M. AND 6: 00 A.M. ONLY. VIA rERING OUTSIDE. THIS TIME. FRAME. MUST BE. DONE. MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE.. NO SYSTEM SHALL AT ANY TIME BE. LE.FT UNATTENDED OUR/NG USE. OUTSIDE THE. NORMAL SCHEDULE. 8. /RR/GA TE. IN A MANNER THAT WILL MINIMIZE. RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RA TE. SHALL NOT E.XCEED THE. INFIL TRA T/ON RA TE OF THE. SOIL. TIME.RS MUST BE. ADJUSTED SO AS TO BE. COMPATIBLE. W/T:Y THE. LOWE.ST SOIL INFILTRATION RATE. PRE.SE.NT. THIS PROCE.DU,RE. MAY BE FACILITATED BY THE. E.FFIC/E.NT SCHEDULING OF THE. AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE. RE.PE.AT FUNCTION TO BRE.AK UP THE. TOTAL /RR/GA TION TIME. INTO CYCLE.S THAT WILL PROMOTE MAXIMUM SOIL ABSO,RPTION). C. ADJUST SPRAY HE.ADS TO ELIM/NA TE. OVE.RSPRA Y ONTO ARE.AS NOT UNDE.R THE. CONTROL OF THE. CUSTOMER. FOR EXAMPLE., POOL DE.CKS, PRIVATE. PATIOS AND LOTS, AND STRE.E.TS AND SIDE.WALKS. D. MONITOR AND MAINTAIN THE. SYSTE.M TO MINIMIZE. E.OU/PME.NT AND MA TE.RIAL FAILURE.. BROKEN SPRINKLER HE.ADS, LE.AKS, UNRELIABLE. VALVES, E.TC., SHOULD BE. RE.PAIRED AS SOON AS THEY BE.COME. APPARENT. E.. THE. LANDSCAPE. CONTRACTOR IS RESPONSIBLE. FOR E.DUCA TING E.ACH E.MPLOYE.E. AND ALL MAINTENANCE. PERSONNEL ON A CONTINUOUS BASIS, RE.GARDING THE. PRFSE.NCE. OF RE.CYCLED WATER. MAIN TE.NANCE. PERSONNEL MUST BE. INFORMED THAT "WA TE.R IS FOR IRR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, [ re. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PR/VA TE. ON-Sf/[ FACILIT/E.S. SUCH CHANGES MUST BE. SUBMITTED TO, AND APPROVED BY, THE. DISTRICT E.NG/NE.E.RING OFFICE. AND OE.SIGNED IN ACCORDANCE WIT/-/ DISTRICT STANDARDS. 1. ALL RE.CYCLED WA TE.R SPRINKLU, CON /ROL VAL VE.S SHALL BE. TAGGED WITH /DE.NT/FICA TION TAGS. A. TAGS SHALL BE WE.A THE.RPROOF PLASTIC, 3"x 4", PURPLE. IN COLOR, WITH THE. WORDS "WARNING RE.CYCLED WA TE.R -DO NOT DRINK" IMPRINTED ON ONE. SIDE., AND "AV/SO -AGUA IMPURA-NO TOM AR" IMPRINTE.O ON THE. OTHER SIDE.. IMPRINTING SHALL BE. PE.RMANE.NT ANO BLACK IN COLOR. USE. TAGS AS MANUFACTURED BY T. CHRISTY E.NTE.RPR/SE.S OR APPROVED E.QUAL. 8. ONE. TAG SHALL BE ATTACHE'D TO EAC/-I VALVE. AS FOLLOWS: 1. ATTACH TO VALVE. STEM 0/RE.CTL Y OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE. DIRECTLY OR WITH PLASTIC TIE.-WRAP OR 3. ATTACH TO VALVE. COVER WITH EXISTING VALVE. COVER BOLT. 2. ALL SPRINKLER HE.ADS SHALL BE. IDE.N TIFIE.D AS RE.CYCLED WA TE.R SPRINKLER HEADS. G. E.ACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TE.D E.QUIPME.NT SHALL BE IDENTIFIED VI/TH A SIGN BE.ARING THE. WORDS "RE.CYCLED WA TE.R USE.D FOR /RR/GA T/ON" IN ENGLISH AND SPANISH, W/T:Y BLACK LETTERS 1" /-1/GH ON A PURPLE. BACKROUND. THE. SIGN SHALL BE. PLACE.O SO THA { IT CAN BE RE.ADIL Y SE.EN BY ANY OPE.RATIONS PE.RSONNE.L UTILIZING THE. EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HE.RE.BY DE.CLARE. THAT I HA VE EXERCISED RE.SPONSI SE.CT/ON 6703 OF THE. BUS CON SIS rEN /" WI TH CURRENT AM THE. LICENSED DE.SIGNER OF WORK FOR THIS PROJECT, THAT I BLE. CHARGE. OVER THE. DE.SIGN OF THIS PROJECT AS DE.FINED IN INE.SS AND PROFESSIONS CODE AND THAT THE. DESIGN IS STANDARDS. CHE.CK OF PROJECT DRAWINGS AND SPE.CIFICA TIONS BY THE. I UNDERSTAND THAT THE CITY OF CARLSBAD AND SA QUALITY IS CONFINED TO A OF WORK, OF MY RE.SPONS N DIE.GO COUNTY DEPARTMENT OF E.NVIRONME.NTAL /IE.AL Tl/ AND FIE.VIEW ONLY AND OOt.S NOT FiELIE.VE. ME., AS THE. LICENSED DE.SIGNER I8/LITIE.S FOR PROJECT DE.SIGN. PRE.PARED IN SUBSTANTIAL CONFORMANCE. WITH THE. APPROVED THESE. PLANS HA VE. BE.EN LANDSCAPE CONCEPT PLAN CONDITIONS OF APPROVAL , WA TE.R CONSE.RVA TION PLAN, FIRE. PRO TE.CT/ON PLAN, AND ALL BY: ~b b RE.LA TED TO LANDSCAPING. ~ FIRM NAME. & ADDRESS: PLANNING SYSTEMS 1530 FARDAY AVENUE, SUITE 100 CARLSBAD, CA 92008 PHONE. NO: ( -2§.Q_) 931-07 80 EXT. 106 RE.G/S IRA TION NO: LA #3900 EXP/RAT/ON DA TE.: 12-31-2026 In Order to Conserve Water ... DIGA -~RT WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING RECYCLED WATER DO NOT DRINK IN USE NO TOME EL AGUA ~ ---HI. DIAL TOLL FREE • 1 • 800 • 422 • 4133 I AT LE..\ST TWO DAYS 3E;:ORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Road, Carlsbad, NORTH SCALE: 1" = 60 FT. LEGEND ® POTABLE. WA TE.R ME.TE.R ® RE.CYCLED WA TE.R ME.TE.R ~ BACKFLOW PREVENTION DE.VICE. INSTALL PER CMWD PO [ ABLE. WA TE.R LINE. RW RE.CYCLED WA TE.R LINE. RC RE.CYCLED WA TE.R PRESSURE SUPPLY LINE. FS FIRE. SE.RV/CE. LINE. E22Z2l RE.CYCLED WA TE.R USE. ARE.A -6 DO NOT DRINK SIGN -~ UTOOOR EATING AREA PROTE.CTE.D AGAINST CON-. ACT WITH RE.CYCLED WA TE.R) j ' I I ' I WATER EFFICIENT LANDSCAPE DECLARATION: CA (·,- .: • ...... , I I .RECYCLED WA T[R PLAN 7 HYDROZONE PLAN 8 TOTAL NUMBER OF SHEETS 7 /,., \ ,, ~ • RECYCLED WATER LINE (TYP.) RECYCLED WATER LINE (TYP ) .•. -·=••7"'•~---..:.. ', I (l I \ --··----< C) C) I Cf) I LO N C) I AM FAMILIAR WITH THE. RE.QUIREME.NTS FOR LANDSCAPE. AND /RR/GA T/ON PLANS CONTAINED IN THE CITY INSPECTION PROCEDURES: N :r: w 0 OF CARLSBAD'S LANDSCAPE. MANUAL & WA TE.R E.FFICIE.NT LANDSCAPE REGULATIONS. I HAVE. PRE.PA.'<E.D THIS PLAN IN COMPLIANCE. WITH THOSE. RE.GULA TIONS AND THE. LANDSCAPE. MANUAL. I CE.RT/FY THAT THP INSPECT/ON OF THE. PROJECT SHALL BE. PE.RFORME.D BY THE. LANDSCAPE. ARCH/TE.CT OF THE. WORK, OR THE. LANDSCAPE. ARCH/TE.CT OF WORK'S DE.SIGNA TE.D AGE.NT. RE.FTR TO /HE. SPE.CIFICA T/ONS FOR THE. SCHEDULE. OF REQUIRED INSPE.CTIONS AND RE.QUl,'<E.0 SUBMITTALS. PLAN IMPLE.ME.NTS THOSE. RE.GULA TIONS TO PROVIDE. E.FFICIE.NT USE. OF WA TE.R. BY: SIGNED UNDER PE.NALTY OF PERJURY PHONE. NO: 931-0780 EXT. 105 RE.GISTRA TION NO: LA#3900 EXP/RAT/ON DA TE.: 12-31-2026 ------ INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE.: A. RE.QUIRED SE.PARA TION BE.TWEEN POTABLE. AND RE.CYCLED WATER LINES (HOR/ZONTALL Y AND VE.RT/CALLY). B. PIPE /DENT/FICA TION. C. SLE.E.V/NG AT CROSSINGS. 0. APPROPRIATE. MA TE.RIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLE.RS. AN APPROVAL LETTER RE.GARDING THE INSPE.CT/ON OF THE. PROJECT SHALL BE. OB TAINE.D FROM THE. CITY AND THE. DISTRICT, AND BE. FORWARDED TO THE. COUNTY HE.AL TH DE.PARTME.NT PRIOR TO FINAL INSPE.CTION APPROVAL. 2. DISTRICT FINAL /NSPE.CTION SHALL INCLUDE.: A. S/GNAGE. INSTALLED PER PLAN. 8. CON TROLLER ST/CKE.RS. C. JAGGING OF VAL VE.S. 0. COVE.RAGE. TE.ST AFTE.R COMPLETION OF THE. SPRINKLER SYSTEM TO E.NSURE. PROTECTION OF ARE.A NOT APPROVED FOR RE.CYCLED WA TE.R USE. E.. ALL ASPECTS OF THE. /RR/GA T/ON CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. RE.QUIRED PRO TE.CT/ON OF ALL RE.SIDE.N TIAL ARE.AS. G. RE.QUIRED PRO TE.CT/ON OF "WE.LLS, STREAMS, RE.SE.RVOI.RS, E. re. H. CROSS-CONNECTION TE.ST IF RE.QUIRED. I, COLOR CODED, LAMINA TE.O CHARTS INSIDE. EACH CONTROLLER. 3. ANNUAL INSPECT/ON SHALL INCLUDE.: A COMPLETE. INSPECTION THAT 'WILL COVE.R A-I OF THE. DISTRICT FINAL INSPECTION. REVISIONS MUST BE. APPROVED BY PUBLIC HE.AL TH ENGINE.ER, Cf TY E.NG/NE.E.R AND DISTRICT E.NGINE.E.R PRIOR TO /MPLE.MENTA TION IN FIE.LO. ',. FOLLOWING COMPLETION OF THE "WORK, THE. LANDSCAPE. ARCH/TE.CT OF THE. WORK WILL CE.RT/FY THAT THE. INSTALLA T/ON HAS BE.E.N COMPLETED BY SUBMITTING Tf/E. "FINAL LANDSCAPE. CERT/FICA T/ON OF COMPLETION" FORM. EMAIL THE. FORM TO gfen@trib-la.com. TO MAKE. A RE.QUE.SI FOR A FINAL LANDSCAPE. INSPECTION BY THE. CITY, CALL (760) 434-9300. CITY OF OCEANSIDE HIGHWAY la -l ~ <t-t .p APPROVED FOR IRRIGATION AND 0 PLANTING ONLY, INCLUDING .,,_., ~- <" .,1.._~'/!I" NOT TO PRECISE LOCATION OF PLANTlf\G -SCALE -~ "~ Q C,1,1; Q '< ry AREA (' "'--2> i,vo /\\ '\) ,~·-. CITY OF VISTA COJNTY OF SAN DIECO 1'"'((7 DEPARTMENT OF ENVIRONMENTAL IIEALTH j.?--. ~ ~~ i-,, RON, U .PALOMAR ~ ~ \: o,.O,,_Q LAND AND WATER QUALITY DIVISION 10/~(K ~ \...D CITY OF EN~L~L HEAL TH SPECIALIST \~ ALGA -c:) ~~f-SITE "AS BUILT" ~ - -~~~1/ ,.. -----z .. ,.,:"· ;• $:- PACIFIC -~ -~A • ~OS~, A VE 0"" TITLE DATE 1\ 0 OCEAN <} REVIEWED BY: < o! -"'--.. CITY OF ENCINITAS~ INSPECTOR DATE VICINITY MAP CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 2 PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: OMNI LA COSTA LAVESE US MANOS DESPUES DE USAR L WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR ft,~::~~~c>I CARLSBAD MUNICIPAL BALLROOM PARKING EXPANSION WATER DISTRICT DEVELOPERS NAME: 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS /'. Ar - I ll,_31 2§ -~-rt.is o,~ EJtplrotlon Dato; 12-31-26 ADDRESS: ~-, : ~~_j') ,_/t~ TELEPHONE: I of 1-,.\ ?s-DATE PLAN PREPARED: DISTRICT ENGINEER ,::-, DATE BY: RECYCLED WATER TITLE SHEET , ~/Ju£?V APPROVED j/Zlf["t-, • PLANNING DATE DRWN BY, PROsECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD 8Yc LPC2025-0001 514-6M IRRIGA !ION NOTES (AS APPLICABLE) : 1. GENERAL· ALL WORK S~A.LL BE IN A.CCORDANCE WITH APPLICABLE CODES AND T.-ESE PLANS. THE CONTRACTOR S.'i.ALL APPLY FOR ALL PERMITS ANO PAY SAME. 1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLA,~S AT THE Sl~E PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CO'ITRACT. 3. CHECK MID VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRICR TO A,W SITE WORK IF IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS, NO~l'Y THE LANDSCAPE ARCHITECT. THE Lfa.NDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATlflG TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE COWRACl 1.B. THE CONTRACTOR SH.ALL CARRY ALL WORKERS COMPEflSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND/OR GOI/ERNING AGENCY. 4. COO'<JINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIO.'IS TO AVOID ANY CONFLICT WITH PLANTING PITS, DRAINAGE SWALES, ETC. 2. SCOPE OF WORK· UNLESS OTHE.RWISE S?ECIFIEJ, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES, AND MAINLINE; AND THE FURNISHl~G A.ND INSTALLING OF COWROLcERS, cLECTRIC CONTROL VALVES, OT.'IER SPECIFIED VALVES, LATERAL LINES, RISERS .AND FITTINGS, SPRlflKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, A~D 5. PIPING SHOWN ON THE PLANS IS ESSENTIALI.Y DIAGRAMMATIC. CONnACTOR SHALL RU UTE PIPING TC AVCID CONFLICT WITH STATIONARY cLEMENTS .ANJ I~ SUCH A MANNER AS TO CONFORM WITH THE V.ARIO:JS DETAILS AND DESIGN INTENT CF THESE PLA.NS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS E:<ISl THE PIPING AND SPRl~KLER HEAD i_QCP,TIOr,S S'IAaL BE ADJUSTED AND/ OR RELO:::ATED AS ,~cCESSARY TO OBTA.IN FJJ. COI/ERAGE WITH MINIMAL OVER SPRAY. .~OTES. THE CONTRACTOR SHALL FURNIS'i fa.LL LABOR, .\1AER'A.l, EQU.PMENT PROPERTY, TRANSPORfATION, AND PERFORM ALL OPERATIONS REQUIRED FORA COMPLETE AND OPERABLE IRRIGATION SYSTEM AS 'NDICATED ON, OR REASONABLY IMPUED BY THE DRAWINGS, DETAILS, AND NOTES. INCLUDED AS A PA,qT OF THE ).qRIGATION WORK, 31JT NOT LIMITED BY IT, ARE THE FOLLOWING: 6. THE CONTRACTOR SHALL ATP.LL TIMES PROTECT HIS WORK FROM DAMAGE AflD THEFT AND REPL.ACc ALL DAMAGED OR STOLEN PARTS A.THIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE O'W~ER AND/OR GOVERNING AGENCY. 2 A. INSTALL COMPLETE OPERA3LE INJEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. 2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTO'< AS TO MATERIAL A~D WORKMANSHIP, l~CLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF O.~E YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE CF THE WORK. I. EXTREME CA.RE SHALL BE EXlcRCISEJ IN EXCAVATING AND WORKING NEA.R EXISTING UTl'.ITIES. CONTRACTOR SHALL VERIFY THE LOCATION fa.~□ CONDITION OF ALL UTLITIES AflD BE RESPONSIBLE FOR .ANY DAMAGE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 8. T.-E CO,~TRA.CTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCcSS ECUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO HIS WORK. -~-I I l~-111-111I~ l Jn~~~~-11 l~mr 0 Ill Iii IT// ~ ~111-111-iii-. i (D ·11-iill-1-11~11/I ~r~"'.. i!,,,111,,lli~Wi '31 - -/1 - · \lfTT::=ffi=-111-1 \.V : 111 11 ll/ j-., I~, ,ill, , ,ill, , _I I; r.i ~~_111~111-1111_ I·. '-~-IIIW-111~_111 © • =I I l=I ~m,., c; 0, ~=<'li'1ici = =, = • 111 111-.',, 0:1-,~ '~~i 1 , 1_ 11 11 r; i ._-1-1 r--1:Il -111-,,w~~ ~I~, -1-• - ITT-'r ><~ , ,{-c;~,¢ c~ ,f}' .>~<: r1=ITT-1 CD 11i'111~.1 ~ , q ~=r~~~m11111111111111i 0 --~,,~ 1-l~J{E-: Qi) '. _, .I 8 ~) j ffill..l ob z R~~~&~~!lllll[IJIIIJ ® •-111~-I .. ~1 /~~~~ f.:' ' ~01 • - & ,, i'.:!' IS.I ~ :t ;,._ :c "'. Js:it' 11 t 1-1 \":,/ 11 i 0 ,q(} , ' cb( GP~ , 11 i=i I i= ~1c-----,l,l,,l,-:;::I & : J!".r&., _::_:.. '" 1,, 0 ic &~ 11--1 1-1 -11 :_111_1: 1-111-11-1 I :_I 11-111-111-111: 11 l=I j l=I 11=1 I l=I I l=I I l=I I l=I I l=I I l=I i l=I SECTION/ ELEVATION 1. 2. 3 4. 5. -+------12" -----~L FINISH GRADE 'I 'I 6" ROUND PLASTIC VALVE BOX WITH SNAP-ON LID (NOS PRO-SPEC SERIES) HEAT BRAND "AR" ON LID IN 2" HIGH BLOCK LETTERS AIR RELEASE VALVE (RAIN BIRD ARV-050 OR APPROVED EQUAL) 1/2" SCH 40 PVC THREADED COUPLER NATIVE SOIL 6. COMMON BRICK SUPPORTS (2 REQUIRED) 7 112" SCH 80 PVC NIPPLE (LENGTH AS REQUIREDj 8 LATERAL LINE PIPING PER IRRIGA.TION LEGEND (PLAN SIZE) 9 SCH 40 PVC TEE SxSxT WITH 1/2" THREADED OUTLET 10. FILL BASE WITH 1 CUBIC FOOT OF PEA GRAVEL 1/2" IN MULCH AREAS, 2" IN SHRUB AREAS VALVE BOXES TO HAVE PURPLE LOCKING LIDS. AIR RELEASE VALVE C 5 12" -------------< 6 7 ~,----S-P_R_IN_K_L 7 ERSS TO SECTION/ ELEVATION 1. 'GPH IRRIGATION' GDFN-R FLUSH VALVE/ INDICA roR 2. MULCH LAYER PER PLANTING PLAN 3. FINISH GRADE 4. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS 5. RAIN BIRD 1812-SAM Ill-POP SPRAY HEAD BODY 6. FLUSH HEADER PIPING PER LEGEND 7. 1 /2" MARLEX STREE.T ELL 8. FLUSH HEADER FITTING WITH 1/2" FEMALE THREADED OUTLET· ADAPT AS NECESSARY 9. 1/2'x12" MIN. SCH 80 PVC THREADED NIPPLE 10. 1/2' SCH 40 PVC STREET ELL TxT IIAVE PURPLE CA~S. NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. ADAPT TO ORI P SYSTEM AS REQUIRED (POLY OR PVC). ONLY USE BOTTOM INLET OF SPRINKLER HE/\D. IF POSSIBLE. LOCATE FLUSH i INDICATOR ASS EMBLY IN AREA WITH EASY ACCESS FOR MAINTENANCE. MANUAL FLUSH VALVE/ INDICATOR D 9. THE IRRIGATION DESIGN IS BASED ON THE METER A.ND/OR POINT OF CONNECTION SIZE A.ND WATER PRESSURE ND.CA.TED ON THE WATER SOURCE/ POINT OF CCNNECTION NCTE ON THE PLANS. CO~TRACTOR SHAL_ VERl.'Y THE ?RESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST NOTIFY THE LANDSCP.PE ARCHITECT PRIOR TO BEGINNING CCNSTRUCT!Ofl. DO NOT PROCEED WITH ANY IRRIGATON INSTALLAT ON \//ORK urn_ANY AND ALL WATER SUPPLY ANC PRESSURE ISSUES -,AVE BEEN RESOLVED. 10 CONTRACTOR SHALL MAKE POINT(S) OF CONNECTION (PCC) AS NOTED ON THE PLA.NS. ALL FEES Af!D LOCA.L RECUIREMEIHS SH.All SE THE RESPONS'BILTY OF THE L~NDSCAPE CONTRACTOR 11. IRRIGAflUN COflTRACTOR SHALL COORDNP.TE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GEl!ERAL CONTRACTOR AN DIOR ELECTRICAL CONTRAC-OR AS N'CESSARY. IRRGATICN CONTRAC :OR SHALL P.AY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CCNTRCLLER CONNECTIONS PER LOCA.L CODES. 12. co~ TRACTOR SHALL P.,::JVID= ALL EQUIPfl.ENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 IIOURS OR MORE. CONTRACTOR SHA.LL COIHACTTHE OWNER'S REPRESENTATIVE A MNIMUM CF 48 'i::JURS IN fa.0'/ANCE OF THE TEST FOR CERTIFICATIOfl. 13. CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE CONTROL VAL',ES. ALL I_A,ERAl LINES SHALL BE C0\1PLETELY FLUSHED PRl:JR TO INSTALLING HE.AJS AND NOZZLES. FOR DRIP SYSEMS, A.LL PIPING/ TUB!f!G DOWflSTREAM OF THE CONTROL VA_VE SHAcL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING SYSTEM (FOR GRID SYSTEMSj, CR BEFORE INSTALLING FLLSH VALVES. PLAN VIEW l 14. .~LL WIRES SHALL BE SOL D COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ,'.LL COMMON '/VIRE S-IA_L BE AWG ~12 WHITE; ALL CONTROL WIRES SHA.LL BE AWG J/14 RED :JR B..ACK. CUNTRULLERS SHP.LL HAVE SEPARATE COLOR CODED COMlvlON WIRES AND CONTROL WIRES WHEN TWO OR MORE COflTROLLERS ARE ON THE PROJECT. 15. ALL CONTROL WIRES AND IRRIGAT.ON FIPING THAT RUNS UNDER HARDSCAPE / PAVING SHt,LL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHAR r ON !HE FLANS. SLEEVES SHALL Be STRAIGHT RUNS OF PVC PIPE Wl~H .~:J FITTINGS INS:ALLED UNDER rARDSCAPED ARrns. IF WIDTH OF HARCSCAPE EXCEEDS A FULL Le NG rH OF PIPE, USE BELLED END CONflECTION OR COUPLER WITHIN SLEEVE, ENSURING SLEEVE IS LARGE ENOUGH FOR THE /,DDcD DIAMETER OF THE CDflNECT.ON 16. THE FINP.L LOCATION FOR CONTROL VA.LYES AND QLICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWflERS AUTHORIZED REPRESENTATIVE. AU VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 17. THE CONTRACTOR SHALL HEAT BRAND VA.LVE NUMBERS OR OTHER MA.RKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON INSIDE AND OUTSIDE OF ALL VALVc BOX LIDS. 18. ALL BRASS OR GALI/ANIZED CO,~f!ECTIONS SHAU_ BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTICNS SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS A!_LO\VcD AT V.AL1/E OR SP.,INKLER HEAD CONNECTIONS. ANY PVC TO META.L CONNECTIONS SHALL BE M.~DE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING. DRIP LINE TUBING TO BE PURPLE OR HAVE A PURPLE STRIPE. 1. MANUAL FLUSH VALVE/ OPERATION INDICATOR PLUMBED TO FLUSH MANIFOLD AT LOW POINT 2 PVC EXHAUST HEADER PER IRRIGATION LEGEND 3 PVC FLUSH MANIFOLD TO TUBING CONNECTION -TUBING MALE ADAPTER 4. PVC LATERAL LINE FROM DRIP ZONE VALVE PER IRRIGATION LEGEND 5. PVC SUPPLY HEADER PER IRRIGATION LEGEND 6. PVC SUPPLY HEADER TO TUBING CONNECTION· TYPICAL 7. DRIP LINE TUBING PER IRRIGATION LEGEND 8. PERIMETER LATERALS APPROXIMATELY 6" FROM PLANTER EDGE 9 AREA PERIMETER 10. AIR RELEASE VALVE AT HIGH POINT NOTES: I LAYOUT OUT EMITTERS IN TRIANGULAR PATTERN THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH RECOMMENDED BY THE MANUFACTURER REFER TO THE MANUFACTURER'S GUIDELINES AND INSTALLATION DETAILS FOR THE INSTALLATION OF ALL DRIP LINE SYSTEMS. QUANTITY AND LOCATION OF ALL FLUSH VALVES AND AIR RELEASE VALVES SHALL MEET THE MANUFACTURER'S GUIDELINES. DRIP LINE SYSTEM -TYPICAL LAYOUT A ELEVATION SECTION 1. FINISH GRADE OF MULCH LAYER 2 MULCH TOP DRESSING PER PLANTING PLAN 3. POLY TUBING PER IRFIGATION LEGENO 4. FINISH GRADE 5. STEEL TUBING-SOIL STAPLE (RAIN BIRD OR APPROVED EQUAL) 6. NATIVE SOIL 7 DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS NOTES DRIP LINE TUBING TO BE PURPLE OR HAVE A PURPLE STRIPE. LOCATE STAPLES ALONG TUBING AT ABOUT 5' 0.0. AND AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING BURY TUBING PER THE IRRIGATION PLAN/ NOTES DRIP LINE SYTEM -TUBING INSTALL 8 19. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT AU CONNECTIONS. 20. LOW HEAD DRAINAGE WILL MOT BE ALLOWED. CONTRACTOR TO DETERMINE 1ft THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALc .AJDITIO~AL IN-LINE C.-IEC.< VALVES AS NEcDED AT NO .AJDITIONAL COST TO THE OWNER. 21. A,L PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18"-24" MINIMIJ\1 COVER. P.LL LATERA.L LINES TO HAVE • 2" MINIMUM ~OVER. FOR RECYCLcD \//ATER SYSTEMS, PIPE DEPTH TO BE DETERMINcD BY THE LOCAL GOVERNING AGENCY. 22. MAINLINE AND WIRE SLEEVING TO HAVE 24" MINIMUM COVER FROM T0° OF SLEE'IE TO BOTTOM OF AGGREGATE BASE. MAINLINE MID WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS T::J dAVE 36' MINIMUM COi/ER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LA I ERAL LINE oLEEVING TO HAVE 12' lvllNllvlUM COVER FROM TOP OF SLEEVE TO BOTTOM 0c AGGREGATE BASE. LATERA.L '.INE S'.EEVING UNDER ALL VEHICULA~ ACCESS WAYS TC HAVE 36" MIN MUM COVER FROM TOP OF SLEEVE TO BOHOM 0.' AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER fa.LL HA.RDSCAPE 36" WIDE OR GREATER DUE TO GRAPHIC CLARITY, NOT AU SLEEVES MAY BE SHOWN DN fHE PLANS. CONTRAC,OR SHALL INSlA"L ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING l,'ISTALLATION. 23. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD CO'/ERAGE IS MAINTA.INED, BUT OVER SPRAY ON BJILDltJGS, WALKS, WALLS, ,IND OTHER HARD SURFACES IS MINIMIZED -HIS ShALL INCLUDE, BUT NOT 8E LIMITED TO USl,~G fHE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE C0.\1PENSATING DEi/iCES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE '<ADIUS ADJUST SCREW ON INDIVICL.AL ~OZZLES 24. FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURfltNG DOWN THE FLOW CONTROL OF THE VALVE UNlL SYSTEM PERFORMA,CE s,ARTS re SUF.'ER. AT THAT POINT, OPEN UP VA_VE F _ow CCNTRCL ABOUT o,E-HALF TURN OR UNTIL THE 1/ALVE :S JUST OPEN EMOUGH FOR DESIRED OPERATION 25. CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER(S) TD EACH END OF THE lvlAINLINE. WIRES SHALL COME UP l.~TO AU VALVE BOXES .ALONG THE f/AINL.NE PATH WIT-, 36" EXPANSION COILS IN cACH BOX. SF ARE IV.RES SHALL Be COLOR CODED DIFFERENTLY THAN OTHER CONTROL WIRES FOR EACH CONTROLLER. 26. UPON COMPLET:ON 0' THE PROJECT, THE co~ TRACTOR IS TC TURfl OVE, TO THE OWNER THE FDLLOWl.'13: 26.a A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART. 26.b 2 KEYS FOR EACH CONTROLLER/ CONTROLLER ENCLOSURE (.AS APPLICABLE). 26.c. 2 QUICK C:JUPLER KEYS AND MATCHING HOSE SWIVELS. 26.d 4 OF EACH SPRINKLER HEAD SPECIFIED (.AS APPLICABLE). 26.e. 100' OF EACH DRIP LIN= TUBING SPECIFIED (AS APPLICABLE). 26.f 18 OF EACH DR;P EMI-TER / FI.USH VALI/E / DRIP SYSTEM APPARArUS SPECIFIED (.AS APPLICABLE). 27. RECORD DRAWINGS· THE CONTRACTOR SHALL PROVIDc AND KEEP UP TO DATE A CCMPLETc RECORD SET OF PRl,~TS WHICH S~ALL BE CORRECTEJ DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL TRANSCRIBE A.LL INFORMA.TION FROM THE RECORD SE r TO A BLACK-Lt,~E FRINT P.,::JCURED FROM THE OWNER A_L 'IVORK SHALL BE NEAT AND LEGiBLE, LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VA'_I/ES, MAINLINE AND CONTROL WIRE ROUTING, POC, BACKFLOW DEVICE, CONTROL VALVES, CONTROL,ER, QUICK COUPLING VALVES, .AND OTHER PERTINENT UNDERGRCU~D !EMS. 28. 'CONTROLLER CHART'· UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE O,~E CHART FOR EACH CONTROLLER INSTALLED. 28A THE CHART IS TO BE A REJIJCED COPY OF THE APPROI/ED RECORD DRAIV:NG (A BLACK.-Ll.'IE PRINT REDUCED TC THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORcD WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). 28.8. WHEN COf/PLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND MOUNTED ON THc INSIDE OF TIIE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. ~~~~y"'"tiort·c~(r-iram'M"'~~l!f..t:.-~i'lliill-~.W~1!liii.!l.:lila;i ~~1l~i:115W.lilillli»9!l,~-~.J.'J,~,J;l,!M]/;;fi,,.m-M1Wlll~l~'.'li1!ll1:MlliiilJl.l~i!iiW~ Hvdrozone Statio1 Area Percent Description/ PlantFactor lrrig::ition ZoneFlow i Precipitc1tion Zone N!Jrrber NJrnber [S\1. ft.) of Are,] PlantTvpe {WUCOlS) T1•p~ [GPM) Riite :in./hr.) Pressure 1 1 2,225 0.6½ Pa.'kingLotPeriwe:erPJ,int.er Low Sp:inl(er 16 O,EO 30psl 1 l l,364 1 3 2,3611 f-----t------t--- 1 4 2,364 1 S Trees 0 7.0% 7.0% 7.0% 0.0½ P<11ki11g L:JtPerlrre:er PLrnt..er Low Sprink.er 17 0,50 30 psl l'a rki ng Lot Peri ire __ :_0e_, P_I,_"~"'-' k--Lo~w'---+~S~pr~i ,~1k-'I er-+ _ _c1_7 -+-_o_.s_o_-+-_JO~p~s--li P<1rkingLotPeriire:erPlanter Low Sprinkler 17 0.60 3Qp;,i P.--1 rki ne Lot Peri n·e:er Pia nter Low Sprinkler 16 o.rn 30 po;i f----+-------· "' .,. _____ _, . Scipplemcntal Tree Bubblers Low l:lubbler 8 3.:.:o 30 psi 1 7 2,225 6.6½ P<:r(insLctPerin'.e:erPl,inter Low Sprlnkier 16 0.60 3Qpsi 1 8-i 2,361, 7.0½ Par<ingLctPeri~e:erPlante.r Low Spri11klt>r 17 0.fi0 30p~i 1 9 1,11'1 3.3% P;.rkinR LotPerirre:erPl;inter Low 5prinkler 8 0.50 JO psi f-----+----,-~--+---+--~------+------+~--t-----+-----+- ., 1c, 1,866 5.5% Parki11gLotPl.irh:rs Med DriµLir11c! 13 o.rn 30psi Trees U 0 0.0':-ti Scipplcrn~nt:JI Tree Bubbler:, 1V,ed l:lui::bler 5 J.:;o 30 psi f-----+------+---+-~-------+--' --1-----+-----+-~---1 2 12 1,:J93 3.2½ Pdrki:igLut.:ilanters ivied Drip Line 8 0.60 30psJ lrees B O 0.0½ SJpplemental Tree l:lubblers iVled Bui:bler 11 3.:::o 30 psi 2 14 2,016 6.0% ParklngLot.:il,rnrers Med Drlpllne 14 0.50 JO psi Tree~ 15 0 0.0½ S1pple;11ent:1I Tree Bubblers Med Bubbler 12 3.:;o 30 1-'~i 2 16 1,nu s . .:.½ Parki:1g Lot?l,inters Med Drip Line 12 a.so 30 psi - - 17 0 0.0% S-1pple:-nental Tree Bubblers Med BuCbler 12 3.G0 30 p~i J l8 1,102 3.3% Bo Basin Sprinklers Low Spri:1kler 11 0.50 30 psi ------------+---f----~---+-----+-~-----1--,----+-----j--~-j 3 19 902 2.7% Bo Basin Sprinklers Low Spr::1l(ler 9 0.60 30psi 3 20 601 1.8% RoBasinSpri11klt:'rs Low Spr:nkler 6 0.60 30!-'~i 3 21 1,102 3.3¼ Bo Basin Sprinklers Low Sprinkler 11 0.60 30 p~i 3 22 !.,:!.02 3.3½ Bu Basin Spri11klt:"1S Luw Sp1;11kler 11 0.60 30 psi 4 .23 1,608 4.8½ 80Bnsinspri11klcrs Med Spr:nkler 18 0.50 30p5i f-----+---+-~--+---+----~-----------+~--+----t--------t-~---1 4 24 1,698 5.0% B.0BasinSpri11lders Med Spr·nlder 19 0.60 30p.~i B0BasinSpri11klers Med Sprnlder 18 O.GO 30psi Pe;:krlow.,,. 19 WATER WINDOW CONFIRMATION SYSTEM IS DESIGN FOR ONE VALVE TO OPERATE AT A Tl~.E ROTORY SPRINKLER LEGEND· PRECIPITATION RATE= 0.6 IN/HR SYMBOL MANUFACTURER/ MODEL NUMBER NOZZLE RAD PSI FLOW-GPM I -~-~--~=~--, DETAIL Q T H 210" TQ F HI-POP SPRINKLER HEADS WITH RAIN BIRD R-VAN ROTORY NOZZLE, CHECK VAi.VE, PRESSURE REGULATION, ANO PURPLE CAP [D RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-SST 5'-35' 45 0.24 rel RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-14 8'-14' 45 0.32 0.42 063 0.73 0.94 8'-14' 45 LU CJ RAIN BIRD RD-12-S-P45-NP SERIES <----~~---+---R-VAN-14-360 R-VAN-18 R-VAN-18-360 v' RAIN BIRD RD-12-S-P45-NP SERIES 13'-18' 45 0.50 0.65 1.01 1.27 1.51 A, 4 RAIN BIRD RD-12-S-P45-NP SERIES 13'-18' 45 1.85 "17 RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-24 17'-24' 45 084 1.14 1.68 1.96 2.52 - RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-24-360 17'-24' 45 3.48 USE PURPLE CAP FOR RECYCLED WATER SYSTEMS. SYMBOL ------ * ------. -·-·-·- EB NOT SHOWN EQUIPMENT LEGEND MANUFACTURER/ MODEL NUMBER PURPLE SCH 40 PVC IRRIGATION PRESSURE MAINLINE (1 1/2" AND SMALLERj -24" MIN. COVER PURPLE CLASS 315 PVC IRRIGATION MAINLINE (2" AND LARGER) -24'' MIN. COVER SIZE DETAIL PLAN SIZE C, 4 ------------------------,-------,-------. PURPLE SCH 40 PVC NON-PRESSURE LATERAL LINE -12" MINIMUM COVER GlJ1/~T~ e• j PURPLE SCH 40 PVC PIPE SLEEVE -EXTEND 12" PAST EDGE OF HARDSCAPE -24" MIN. COVER CHART SIZE D,4 PURPLE SCH 40 PVC WIRE SLEEVING -EXTEND 12" PAST EDGE OF HARDSCAPE -24" MIN COVER CHART SIZE D,4 RAIN BIRD PESBR SERIES REMOTE CON IROL VALVE WITH SCRUBBER/ PURPLE HANDLE PLAN SIZE E, 4 RAIN BIRD XCZ-100-PRB-R DRIP ZONE VALVE ASSEMBLY WITH PURPLE CAP 1" F, 4 UF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS 14 GA UF G, 4 ---------------f-----1 NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE -3" AND SMALLER LINE SIZE H, 4 --------+------------------------------------+-----+---, HUNTER HQ-44-LRC-AW QUICK COUPLING VALVE WITH ACME THREADS+ LOCKING PURPLE CAP 3/4" I, 4 NOT SHOWN PIPE SEPARATION FOR POTABLE/ RECYCLED WATER MAIN LINES· AS APPLICABLE NIA J, 4 • IM'i'l [ES] RAIN BIRD RD-06-S-P30-NP SERIES WITH HUNTER MSBN-5CH STREAM BUBBLER NOZZLE THE SINGLE SYMBOL ON THE PLANS REPRESENTS TWO (2j BUBBLERS FOR EACH NEW TREE SUPERIOR 3100-100-PRS-RW SERIES NORMALLY OPEN BRASS MASTER CONTROL VALVE FLOWMEC QS-200-10 ULTRASONIC FLOW SENSOR IN PVC SCH 80 TEE HUNTER 'A.CO2' A2C-1200-SBKIT + (4) A2M-600 t A2C-WIFI > WIFI-EXT-KIT AUTOMATIC CONTROLLER WITH WIFI CAPABILITY IN STRONG BOX SB-16SS STAINLESS STEEL ENCLOSURE 0.5 GPM EACH 1" 1" 36 STATION B, 4 A, 3 B, 3 A, 5 [RS] RECYCLED WATER SIGN· .TYPE, LOCATIONS, AND QUANTITY TO BE PER CMWD I" B, 5 • USE PURPLE PIPE SLEEVES FOR RECYCLED WATER SYSTEMS. NOTE THE MASTER VALVE IS TO BE A PRESSURE " USE PURPLE HANDLE FOR RECYCLED VVATER SYSTEMS. REGULATING TYPE. SET PRESSURE PER '" USE PURPLE CAP FOR RECYCLED WATER SYSTEMS. PRESSURE LOSS CALCS ON THIS SHEET (85 ps,j ALL !RRIGA.TION COMPONENTS (PIPES, SLEEVES, DRIP LINE, VALVE BOXES, SPRINKLER HEADS, VALVES, AND QUICK COUPLERS, ETC.) THAT ARE MANUFACTURED WITH A PURPLE COLOR OPTION SHALL BE PURPLE COLOR OR OTHERWISE INCLUDE PURPLE INDICATION TAGS, LABELS, CAPS, ETC. SO ALL EQUIPMENT CAN BE EASILY IDENTIFIED AS RECYCLED WATER COMPONENTS. EQUIPMENT LEGEND -SUB SURFACE DRIP LINE SYSTEMS (PURPLE STRIPE) SYMBOL MANUFACTURER/ MODEL NUMBER HATCHED AREAS RAIN BIRD XFSPS-06-12 DRIP LINE TUEllNG WITH 0.6 GPH Ar 12" 0.C. -ROVVS AT 1B" 0.0. l1Z] AUTOMATIC AIR/ VACUUM RELEASE VALVE FOR DRIP LINE SYSTEMS. MODEL# IN DETAIL W MANUAL FLUSH VALVE FOR DRIP LINE SYSTEMS -MODEL# IN DETAIL Rfierence E\/apotr.in~r;iration (ETo) 47.0 (EAST OF C:L CA1'"'1I NU Ht:AL) I',,lA'l/A =Etc X 0.52 X [(0.45 X LA) il0.55 X SlA)] Hydrozone Number Pl ant Factor IPFI Irrigation Method lr-if:,'lfnn I Efficiency (PF/IE) (IE) I REGULAR LANDSCAPE AREAS Land'.icai:e Area (sq. rt.I HZ 1 J.3J Sprinkler 0.75 0.40 ll,2'15 - HZZ J5J Dr:pLine 0.80 1 0.63 G,635 (PF/IF) x ArPa G,3'Ja 4,173 Es ti rrlilted fota I W,11er U~e (ETJv'U] SlA SLA SlA SIZE 112" 112" 1/2" HZ3 J.3·J Sprinkler 0.75 0.110 '1,809 1,92/f t----------1-----f-----+-------t-----+----t-----,------, HZ/f D.S·J Sprinkler 0,75 0.67 ,1,915 3,277 SLA Total 33,651 :.E,276 SJE,:IAL LA1\DSCAFE AREAS RecvclE<:1 Water Use 1 33,654 33,654 980,673 Edible Pl ant Arey, 1 0 J RE<reational Area5 1 u 0 Total JJ,65-'1 :JJ,65'1 ~tK~At~~:$.'\lm~"'"'"""l<i-~..,~-;.•·«-,.!i,,..,~_.-.-a,it:;~,;:,...,.,_:~~ .. ~ai;-r~.:&"'t?.:~ 'ti~liS.'!1.'~fI!l;.~.YB~.IP.S.~,<;/\~$;!.ll,AJ]Ql':l,~,,!iil'~l-i'l'iii!i1'll VALi/i.: : #8 1 "/ Gc'M Hight!s How/ Highest Pressure Kequi rement/ Farthast from l-'OC l)[LJ'.'EKY PKESSUKL Ar roe: 150 :f:}t}Mi:'.QU1 PM!::NI ::?<Jitf;}ft"SJZf': lt:·. LEf~Gii:{'ft> 'l.Os'S UttRe·rhaiOfrig''psJ Ser>JiceLine 1" SO' 5.0 145.0 DETAIL A-D, 2 C, 2 D, 2 Hydrozone Pf-{CCIJ-ll ["A nuN RATE (IN/HR) PLANT FACTOR VVATER DAYS PER WEEK AVERAGE DAil Y RUN TIME (MIN) NUMBER VALVES TOTAL RUN TIME Wiltcr Meter 1" 2.0 143.0 ArrRO\/~O FOR PLAJ~ Tl \I G 01'~ LY, l~,IC~LUDING PRECISE LOCI\ _,..I ON OF PL/\N Tl ~,I G AREA. HZ 1 Perimeter Planters HZ 2 Parking Lot Plar.ters HZ 3 Bio Basln Sprinklers HZ 4 Bio Basin Sprinklers Tree Bubb!ers ' -- 0.6 0.6 0.6 0.6 3.0 0.3 0.5 0.3 0.5 0.5 5 5 5 5 5 13 20 12 21 4 TOTALS 8 4 5 3 5 25 104 80 6C 63 20 327 .'vlainlinet:J P0C Lstirrate 2" 1000' Prc~rnrc EntNi ng Hcr,ul,::1ti nr, Mel stcr Vc1lvc PressureH~ulator Setdng at Master 1/al,,e Master Va Ive Flow Sensor Cl315 f-'VC Mdin !" 1" 2" !" 600' Misc J.9 IJ9.l 139.1 35.0 DIVIDE BY NU.'v1BER OF VALVES Of.Jf::HAl"lNG SJMUL.rANECUSLY '.:.I eerie Control Vc1!ve L.;.; tL'f<l: Lines :>.fac:. Lu,~!c!> (10%) 2.6 2.0 2.4 3.0 5.0 2.6 82.4 80.4 78.0 7~:..o 7[1.0 67.4 ASSUMPTIONS: PEAK MONTHLY ET (JULY) -6.1 SYSTEM EFFICIENCY WITH ET CON rrmLI.Hi. O.~O 5 Df,YS PER WEEK AVAILABLE FOR IRRIGATION WATER VVINDOW - 8 HOURS PS f.JROJ. NO 240101 I PLANNIN"G I 3Y3TE.\fS ••II September 3, 2025 LA.NU U::;£ / CUA::il",\L r'L\N,\JJ..;U LMW::;C,\1-'J:: AH:.' }JJ"l' i::CTUHJ::-L\,ii3900 f'CLICY .">ND PROCESSING c:.,vmoN!>JEKT:,:.. ~EITl8,\'~ION lG:.JO FAR.ADAY A'VE:l'WE:. SUTE 100, CAELSDAD. CA ;JfCOO:! (700) w:..11-0"/80 ~ ,-AX (-(uo; 931-5"(> .. I • in!o@planoiug,;;y:;to,m,;;.u<.!t Expir □tioo Date; 12-:31-26 AVERAGE DAILY MIN. AVERAGE DAILY HRS 327 5.45 5UBTC fAL PRESSURE AVAi LAl3LC: Elevation Lo5SS:.'S F,:,et: 23 0.433 67.4 10.0 P R[SSUKE AVAi UilllE AT SPRI NKl£R HEAD/ EMITTER: 57.5 PRESSURE REQUIRED AT SPHI\JKlfR HEAD/ EIV:lffER: 45.0 '/'""-~\-:: ' '* '-' I ti it.i '.'":'.'ff~¥>:Hb _ lj ··:'.<tt RC[____ EXP ____ _ DATE REVIE\./C:D BY, l~ISPECT□ R DATE 1--------------------. -__ -_-_--___ -_ -+-+---_ -_ -_ ----1 -l_ -_ -_ -_ -_ -t-t----_ -_ ------t--·~_·_-_---, I SH~ET I --f----t------t-----,-----, ~=;;:;:=::~;::::;:::::;:;:::=======~:;=~=;;::::======:::; CITY OF CARLSBAD PLA.Nf"'lG DIVISION -f----+----+-----+--_, LANDSCAPE [MPROVEMENT PLANS FOR: OMNI LA COSTA - - --------~, ----+-----tf----t-----t BALLROOM PARKING EXPANSION IRRIGATION LEGENDS & NOTES . {frwz ,ti:kl~ 1--------------------------r---+---t----i-----i I-A_P_P_R_o_vE_o_:-~-4 IJ~,, ·.__,,,_/.h--v-------- 1 PLANNlf!G D'WN BY: CHKD BY: __ _ RVWJ BY: REVISION IJl'SCRIPTIO~I 1 DATE INITIAL DATE INllAL OTHER APPROVAL CITY APPROVAL , DR.l1Wlf,G NO. , 514-6M ~--------- PRO,ECT NO. LPC2025-0001 Know what's belo Call before y:·d. 1g. - Expiration D<lte: REVISION DESCRIPTION 12 .31 26 I' r, T IRRIGATION RECYCLED ~;SIGN NOTES - 1 NEW TER SYSTEMS . IRRIGATION VALVES SHALL MAINLINE AND AND CONNECT:i HIGH-LINED WATER SOURCE TO A POTABLE SUCCESSF PENDING CROSS co~~ COMPLETION OF PERFORMED :~TION TESTS AS DEHQ. FINAL C CMWD AND THE EXISTING ~NNECTIONS TO RECYCLED RIGA Tl ON PERFORME~~~~INE ARE TO BE APPROVAL .Y AFTER CMWD AND l~::i\/lDED BY VALVE BOXE PURPLE LOC~I~~ HAVE ING LIDS VALVE BOXE PURPLE LOG~ TO HAVE FLOW SENSOR 8 APPRO\/EO FOR I N~t~N Tl NG Oi\J LY, LOCATIO~INg PRECISE F PLANTING ARE • A. 11 A S B U I L T 11 RCE EXP. DATE REV!Ev/ED BY• INSPECTOR I SH!ET 11 CITY OF DATE IM PLAN\JIS1~~~BAD DATE INITIAL DATE I INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PROVEMENT PLANS FOR BALLROOOMM~l~~ COSTA IR ING EXPANSION I "ceo,co, di GA TION PLAN PLANNING ~It/' DWN BY· "HKD -Rvwo :~: --LPPCR2oJEC r NO. 025-0001 IJRAWI.\JG Ncl 514-6M. 1. BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2. RECTANGULAR PLASTIC VALVE BOX WITH PURPLE LOCKING LID (NDS PRO-SPEC SERIES) HEAT BRAND "BV" ON LID IN 2" HIGH BLOCK LETTERS 3 FINISH GRADE 4 SCH 40 PVC MALE ADAPTER (2 REQUIRED) 5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6. NATIVE SOIL 7. MAINLINE PIPING PER IRRIGATION LEGEND VALVE BOXES TO HAVE PURPLE LOCKING LIDS. 8. COMMON BRICK SUPPORTS (4 REQUIRED) 9. FILL BASE OF BOX WITH PEA GRAVEL • 112" IN TURF AREAS, 2" IN SHRUB AREAS NOTES: OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. 1. QUICK COUPLING VALVE PER IRRIGATION LEGEND 2. #4x36" REBAR SUPPORT STAKE (2 REQUIRED) 3. STAINLESS STEEL CLAMP (2 REQUIRED) 4. FINISH GRADE BALL VALVE SECTION I ELEVATION VALVE BOXES TO HAVE PURPLE LOCKING LIDS. 5 10" ROUND PLASTIC VALVE BOX WITH LOCKING LID (NOS PRO-SPEC SERIES) HEAT BRAND "QC\/" ON LID IN 2" HIGH BLOCK LETTERS 6. 3/4"x6" SCH 80 PVC NIPPLE 7. 3/4" SCH 40 PVC STREET ELL (3 REQUIRED) 8. COMMON BRICK SUPPORTS (3 REQUIRED) 9. 3/4"x12" SCH 80 PVC NIPPLE 10. 3/4" SCH 40 PVC ELL (SxT) 11. 3/4" SCH 40 PVC MAINLINE (12" MINIMUM LENGTH) 12. SCH 40 PVC MAINLINE FITTING (TEE OR ELL) WITH 3/4" SLIP OUTLET 13. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 14. NATIVE SOIL 15 FILL BASE OF BOX WITH PEA GRAVEL ' 112" IN TURF AREAS, 2" IN SHRUB AREAS QUICK COUPLING VALVE (DFINISH6RAJic · , @POT.Aro: HAINLI~ (~ CIVIL DfW'll~). ~ I @ ~LAJMED ~TeR IAAl6AT10N 1'1Allll~. ~-a!--:.+ @$i.tf'/!:. @a· rl!DE t-fTAillC. ~ rm. H I PIPE SEPARATION STANDARDS J VALVE BOXES TO HAVE PURPLE LOCKING LIDS. 1. REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2. SCH 40 PVC MALE ADAPTER (2 REQUIRED) VALVE SIZE 11. #14 UF WIRES TO CONTROLLER (COLOR COOED) 12. LO TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 3. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NOS PRO-SPEC SERIES) HEAT BRAND STATION NUMBER ON LID IN 2" HIGH BLOCK LETTERS 13. SCH 40 PVC ELL (VALVE SIZE) 14. MAINLINE PIPING PER IRRIGATION LEGEND (VALVE SIZE) 4. FINISH GRADE 5. PVC LATERAL LINE PER IRRIGATION LEGEND (VAL VE SIZE) 6. SCH 40 PVC 45 DEGREE ELL 7. SCH 40 PVC 45 DEGREE ELL (BUSH UP TO LATERAL LINE PLAN SIZE) 8. RECTANGULAR PLASTIC VALVE BOX EXTENSION (NOS #214-6) 15. SCH 40 PVC TEE (OUTLET TO BE VALVE SIZE) 16. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 17. FILL BASE OF BOX WITH PEA GRAVEL 18. NATIVE SOIL 19. SCH 80 PVC THREADED NIPPLE (3") 9. COMMON BRICK SUPPOR rs (4 REQUIRED) 20. BALL VALVE PER IRRIGATION LEGEND (SAME SIZE AS RCV) 10. WATER PROOF WIRE CONNECTORS (2 REQUIRED) • 1/2" IN TURF AREAS, 2" IN SHRUB AREAS VALVE BOXES TO ELECTRIC CONTROL VALVE HAVE PURPLE LOCKING LIDS. 1. 2, 3. 4, 5. 6, 7, 8, 9. 10, 11. ·• REMOTE CONTROL VALVE 12. FILL BASE OF BOX WITH PEA GRAVEL COMMON BRICK SUPPORTS (4 REQUIRED) MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) RECTANGULAR JUMBO PLASTIC VALVE BOX 13 WITH LOCKING LID (NOS PRO-SPEC SERIES) 14. HEAT BRAND STATION NUMBER AND "DZ" ON LID IN 2" HIGH BLOCK LETTERS 15. SCH 10 PVC MAINLINE FITTING WITH 1" OUTLET LO. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID-STO-Y1) .. SCH 40 PVC BALL VALVE •• SCH 80 PVC CLOSE NIPPLE FINISH GRADE NATIVE SOIL SCH 40 PVC FEMALE ADAPTER PVC PIPING TO SYSTEM (CONNECT AND ADAPT AS NECESSARY) 16. 1" SCH 40 PVC MAINLINE PIPING (LENGTH AS REQUIRED) 17. 1"SCH40PVCELL 18. SCH 40 PVC MALE ADAPTER 19. #14 UF WIRES TO CONTROLLER (COLOR CODED) 20. WATERPROOF WIRE CONNECTOR (2 REQUIRED) RECTANGULAR PLASTIC VALVE BOX USED AS EXTENSION (NOS #318B) '1I2" IN TURF AREAS, 2" IN SHRUB AREAS "INCLUDED IN DRIP ZONE KIT (SEE IRRIGATION LEGEND) "PRESSURE REGULATOR/ FILTER DRIP ZONE ELECTRIC CONTROL VALVE ~--16 SECTION I ELEVATION 1. LOW VOLTAGE WIRES -3 MAXIMUM 2. WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 3. CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 4, POLY TUBE PRE-FILLED WITH WATERPROOF GEL 5 LOCK TABS PREVENT WIRE REMOV,\L ONCE CONNECTOR IS INSERTED 6. SCOTCHLOK ELECTRICAL SPRING CONNECTOR -WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR -TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY INSERT SCOTCHLOK CONNECTOR AND WIRES INTO TUBE UNTIL THE CONNECTOR PASSES THE LOCK TABS. NOTES WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE ANO A WATERPROOF SEALING GEL TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTOR E F WATERPROOF WIRE CONNECTOR G 1. FINISH GRADE 2 CLEAN BACKFILL -APPROVED NATIVE SOIL 3 NON-PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 4. IRRIGATION PRESSURE MAINLINE PER LEGEND - WITH TRACER \/VIRE (SNAKE IN fRENCH) 5. CONTROL WIRES -INSTALL BELOW PRESSURE MAINLINE 6. UNDISTURBED NATIVE SOIL 7. DETECTIBLE \/\/ARNING/ID TAPE DIRECTLY OVER MAINLINE 8. DETECTIBLE WARNING/ ID TAPE 12" ABOVE MAINLINE NOTES: PIPE DEPTHS FOR PIPING NOT SLEEVED MAJNLiNE 4" AND SMALLER DIA 18" DEEP 6" AND LARGER DIA 30" DEEP LATERAL LINE 2" OR LESS DIA. 12"DEEP RECYCLED WATER SYSTEMS TO HAVE PURPLE PIPING. A SEE SPECIFICATIONS FOR APPROVED BACKFILL AND OTHER REQUIREMENTS. B. IRRIGATION PIPES SHO\/\/N DIAGRAMMATICALLY. PIPE SHALL BE INSTALLED 12' TO 18" FROM WALK OR CURB. C. PIPES AND CONTROL \/VIRES TO BE INSTALLED IN SLEEVES UNDER ALL PAVING AND EXTEND 12' PAST EDGE OF PAVING. SLEEVES SHALL BEAT INCREASED DEPTH UNDER PAVING AS FOLLOWS: 30"-36" COVER UNDER ROADS AND DRIVES 18"-24" COVER UNDER WALKS 18" MINIMUM (30" UNDER NON-VEIIICULAR PAVING ANO 36" UNDER VEHICULAR PAVING) " 12" MINIMUM (24" UNDER NON-VEHICULAR PAVING AND 30" UNDER VEHICULAR PAVING) TRENCHING C 1. 2. 3 4, 5. 6, 7, 8. 9. 0:: UJ 6 () 2 ::J 2 z ~ ~ "' l PAVING SURFACE BY OTHERS SECTION I ELEVATION 1 0 6 0 4 THE MINIMUM SLEEVE SIZE UNDER VEHICULAR PAVING ISTO BE4" DIAMETER. THIS APPLIES TO ELECTRICAL CONDUIT SLEEVING AS WELL. RECYCLED WATER SYSTEMS TO HAVE PURPLE PIPING. REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS SAND BEDDING 3" ABOVE AND 6'' BELOW SLEEVING -SE30 OR BETTER IRRIGATION PRESSURE MAINLINE PER LEGEND -WITHIN SLEEVE LOW VOLTAGE CONTROL WIRES IN CONDUIT WITHIN SLEEVE DETECTABLE WARNING TAPE/ ID TAPE PER SPECIFICATIONS -12" ABOVE MAINLINE SLEEVE DETECTABLE WARNING TAPE/ ID TAPE PER SPECIFICATIONS -DIRECTLY ABOVE HIE MAINLINE SLEEVE UNDISTURBED NATIVE SOIL IRRIGATION NON-PRESSURE LATERAL LINE WITHIN SLEEVE NOTES: A THEDRAW ING SHOWS RELATIVE PIPE DEPTHS AND SLEEVE MARKING ONLY. BACKFILL , COMPACTION REQUIREMENTS, AND ROAD BED REQUIREMENTS SHALL BE MATERIAL ACCORDIN G TO CIVIL PLANS. B. ALL SLEE\/ ES TO BE SCH 40 PVC. PIPE. C. USER.W. PURPLE PIPE FOR ALL PIPE SLEEVES. D. ALL SLEE\/ ES TO BE SIZED TWICE THE DIAMETER OF THE INTERNAL PIPE (2" MINIMUM). E. ALL SLEE\/ ES TO RUN A MINIMUM OF 12" BEYOND THE HARDSCAPE EDGES. F. SLEEVE E NOS SHALL BE MARKED WITH 10" ROUND VALVE BOX WITH PURPLE LOCKING GOVER. G. ETCHTHE LETTER "E" INTO CURB DIRECTLY ABOVE THE SLEEVE. SLEEVING -- ~~ ,1Ji~' "'"' '¼i ~'It,(> _.,.,,,_ , \1C\·· -.'u' ... , JI•~"''"' _____ ,,,J27.Jl..::::2£.l~ ~"'l·-~ 'l· T.,.~c '' D ---------- ~4°0J' l ~ REVISION DESCRIPTION Expirotlon Date: 12-:31-26 SPRINKLERS TO HAVE PURPLE CAPS. 12" ~-----------J 2 8--l-------------------43 0 ~----® © ~[__ ______ _J SECTION I ELEVATION ~----------------19 1 FINISH GRADE 2. NATIVE SOIL I BACKFILL PER SPECIFICATIONS 3. 12" HI-POP SPRAY HEAD & NOZZLE PER LEGEND 4. LATERAL LINE PIPING PER LEGEND 5. 112" MARLEX STREET ELL 6. SCH 40 PVC LATERAL LINE FITTING WITH 112" FEMALE THREADED OUTLET 7. 1/2"x12" MIN. SCH 80 PVC THREADED NIPPLE 8. 1/2" SCH 40 PVC STREET ELL TxT 9. 1/2" MARLEX STREET ELL NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4"-6" FROM CURBS AND WALKS AND 6"-12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC ONLY USE BOTTOM INLET OF HEAD. SPRINKLER HEAD W/ ROTORY NOZZLE SECTION I ELEVATION ~---j 1 I ~1._,.,,~/ ·,;><'7:::::=-'cX 0 T J:::lll~il-11111 i'll1 i'l1~11~1~ -111 111 __ 111 -111r1 • 11 ~ ·11-111 I 1=111::-1· CD ~--s6 12" ~---< 7 @i--------=~~. 15 \__,. ____ _L_L_ 1. FINISH GRADE OF MULCH LAYER 2. MULCH TOP DRESSING PER PLANTING PLAN 3. FINISH GRADE 4. NATIVE SOIL I BACKFILL PER SPECIFICATIONS 5. 6" POP-UP HEAD & BUBBLER NOZZLE PER LEGEND 6. 1/2" MARLEX STREET ELL 7, 112" SCH 40 PVC STREET ELL TxT 8. 1/2" x 12" MIN SCH 80 PVC THREADED NIPPLE 9. 112" MARLEX STREET ELL 10. SCH 40 PVC LATERAL LINE FITTING WITH 112" FEMALE THREADED OUTLET 11. LATERAL LINE PIPING PER LEGEND 12. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS 13. TREE STAKE PER PLANTING PLAN 14. TRUNK OF TREE 15. ROOT BALL NOTES: SPRINKLERS TO H1\VE PURPLE CAPS. PLAN VIEW LOCATE TREE BUBBLERS ON OPPOSITE SIDES OF THE PLANT ADJACENT TO THE ROOTBALL. LOCATE 10 BUBBLE RS ANO ROUTE PIPING TO AVOID TREE STAKES AND DAMAGE TO ROOTBALL USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. TREE BUBBLER APPROVED FOR PLANTING ON L '(, INCLUDING PRECISE A B LOC:A TION OF PLAI\JTING AREA. 11 AS BUIL T 11 PS PROJ. NO. 240101 September 3, 2025 RCE EXP. DATE I PLANNL\JG I l•l1 LANU US:S / CUAS'fAL PLANKJNG LANUSCA.f-'L AHCHJT2.C'l'URE-L\,i':J!ci·JU SYSTE.MS POLICY .'\ND PROC.ls:OSINU REVIE\./ED BY 1 ENVIRON.ME.NT.',:.. .\LTlUl\'l'IUN 1530 rAI1ADA Y AVENUE, SIJJTE 100, CAR:.BB,\D, CA 0:200/J (760) 931-0780 ~ FAX ('/60) 931-5744 • in!o@planningsystems.net INSPECTOR DATE I SH~ET I CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA BALLROOM PARKING EXPANSION IRRIGATION DETAILS I APPROVED: PLANNING ~~ q(*(z51 --· DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: RVWD BY: LPC2025-0001 514-6M OTHER APPROVAL Cl fY APPHOVAL IRRIGATION SPECIFICATIONS (AS AP0 LICABLE): 1. SCOPE OF WORK 1.1. THE WORK CONSISTS OF FJR.NISHING LABOR, TOOLS, MAC,ll!ERY, MATERIALS, AND PROCECURE REQUIRED TO CO~PLETE THE SPRl,KLER SYSTEI/, INST.',LLED READY FOR USE WITHOUT FJRTHER COST IN LABOR OR MATERIALS TO THE CITY/OWNER. 1.2. WHEN NOT OTHERWISE SPECIFIED, W'.JRKMN!S.,IP AND MATERIAL SHA_L CONFORM ~'.J THE LOCAL PLUMBIMG CODE. 1.3. THE CONTRACTOR SHA.LL APPLY FOR ALL NECcSSARY PERMITS A~D PAY FOR SAME. 1 .4. THE CONTRACTOR SHALL KEEP THE PREM.SES CLEAN ANO FREE OF EXCESS EQUIPME, T, MATERIA_S AND RLBBISH lf-CIDENTAL TO THIS WORK. 1.5. THE IIITEIIT CF THE DRAWINGS ANJ SPECIFICATIONS IS TO INDICATE AND SPEC FY A COI/PLETE SPRINK_ER SYSTEM, 11,STALLED AND READY FCR USE WITHOUT FURTHER COST IN LABOR OR 1/ATERIALS TO CITYiOWNER. 1.6. ANY IEM SHOWN OR WR.TTEN ON THE DRAWL~GS OR IN THESE SPECIFICATIOflS SHALL BE CONSIDERED TO APPEAR o, BOTH, 1.7. IN THE EVENT OF 'CONFLICT" BETWEEN THE DRAWINGS AND SPECIFICATICNS, -HE LANDSCA,PE ARCHITECT SHALL 3E CONSULTED 1.8. PRIOR TO SUBMISSION OF HIS BID, THE CONTRACTOR SHALL EXAMINE TrE SITE, THE COMPLETE DRAWINGS OF THE PROJECT AND THE 3PECIFICATIONS OF SAME, IN ADDITIO, TO THE DRAWINGS AND SPECIFICATIONS FOR THE SPRINKLER IRRIGATION PORTION OF THE WORK. 2. REFERENCE SPECIFICATIONS AND STANDARDS 2 ', THE INTENT OF THE DRAWING AND SPECIFICATIONS IS TC GRll.FfllCALLY INDICATE ANO SP°CIFY A CGr/PLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM. 2.2 PLOT DIMENSIONS ARE APPROXIMATE. CONTRA.CTOR SH/,LL Cl,REFULLY CHECK A.ND VERIFY ALL D11/ENSIONS AND SHALL REPORT ANY VA.RIATIONS W THE LANDSCAPE ARCHITECT. 2.3 DUE TO THE SCA_E OF THE DRAWINGS, IT IS NOT POSSIBLE TO IND.CATE ALL OFFSETS, FITTINGS, ETC. WHICH MAY BE REQUIRED. CONTR!'.CTOR SHALL CAREFULLY INVESTIGATE rHE STRUCTURAL ANO FINISHCU CONUI flOt'.S AFFECT:NG A1.L HIS WORK, ,O.NO PLA 'I HIS WORKACCORDINC3:_Y. DRA'JVINGS ARE GENERALLY DIAGRAMMATIC AND INDICATJV:: OF THE WO,K TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN ~HE I/OST DIREC~ AND WO'<KMANLIKE MANNER, SO THP.T CONFLICTS BETWEE.~ SPRINKLER SYSTEMS, PLANTING ANO ARCHITECTURAL FEATURES WILL BE AVOIDED. 2.4. LANDSCAPE ARCH TECT/OWNER'S REPRESENTATIVE SHALL DECIDE ALL QUESTIONS REL.A f IVE -o THE QUALITY OF WOf~KMANSHIP P..ND MATEHIALS FUl~.NIS:-lED. 2.5 THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE "INTERPRETATION" OF THE DRAWINGS AND SPECIFICATIONS AND THE ACCEPTABLE FJLFILLMENT OF THE CONTRACT. 3. SUBSTITUTIONS 3.1 THE CONTRACTOR SHALL FURNISH THEAWICLES, EOUIPME, TOR MATERIALS SPECIFIED 3Y NAME IIJ THE CRAWINSS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRICR WRITTEN APPROVAL BY THE LANJSCAPE ARCHITECT. 3.2. EQUIPMEIIT OR \IATER'ALS INST.4LLEO OR FJRNISaED WITr,OUTTHE PRIO,APPROVAL OF THE LA.NDSCAPE ARCH.TECT MAY BE REJECTED AND THE CCNT'<JI.CHJR REQU'RED TO REMOVE SJCH MATEmll,LS Ff{OM fHE SITE AT THIS CW.'l EX.=HJSE. 3.3 APPRO'IAL OF ANY ITEM, ALTERNATE OR SUBST.TUTE, INDICATES ONLY THATTHE PRODUCT(S) APPAREN~Lv MEE~ THE REQUIREMENTS 0' TrE DPAW"GS ,0,ND SPECIFICATIONS ON THE BASIS OF THE lfl'CRMATICN SLBMITTEJ. 3.4. MANUFACTURER'S WARRANTIES SHA-L NOT RELIEVE TrE CONTRACTOR OF HIS LIABILITY UNDER THE GUA.RANTEE. SUCH WA.RRANTY SHALL ONLY SUPPLEMENT THE GUARANT[E 3.5 THE LA.NDSCAPE ARCH.TEC f CAN, Ar HIS OPTION, REQUIRE A MANLFACTUR:.R'S WARRANTY ON ANY PRODUCT OFFERED FOR USE 4. IRRIGATION GUARANTEE 4.1 THE EM TIRE SPRINKLER SYS I EM si~ALL :JE UNCrn~DITIONALLY GUARANTEED BY THE CONTR.AClORAS ::J MATERIAL AND WORKMMJSHIP, INCLUDING SETLIN•S OF 5ACK·FILLED AREAS BELOW SR!'.DE FORA, PEP,100 0' ONE (1j YEAR FOLLOWING THE DATE OF Fifi.SL 1\CCEPTA,CE OF WORK. 4.2 IF, WITHIN ONE (I) YEAR FROM THE DATE OF FUNG OF THE ,OTICE OF COMPLETION, SETTLEMENT OCCURS A,o ADJUSTMENTS IN PIPES, VALVES ANO SPRl~KLER HEADS, SOD OR PAVING IS NECESSARY TO BRING THE SYSTEM, SOD OR PAVING l'O I HC PROPER LEVEL OF THE PERMANENT GRADES, TH° CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT COST TO THE Cl:Y10WNER, INCLUDING THE COMPLEE RESTORATION OF ALL O.AMA.GED PLANTING, PAVING, OR OTHE'< IMPROVEMENTS CF ANY KIIID. 4.3. SHOU_O ANY OPERATIONAL DIFFICULTIES DEVELOP IIJ CONNECTION WITH TrE SPRINKLER SYSTE\I WITHIN THE SPECIFIED GUARANTEE PERIOD 'WHICc, IN THE OP.NION OF THE CITY/OWNER. MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSfclP, SAID DIFFICULTIES SH.ALL BE IMMEU•A ELY CORRECTED BY THE CONTR.ACTOR TO THE SATIS'ACTION OF TrE CITY/OWNER AT NO ADDITIONAL COST TO THE CITY/OWNER, INCLUDING ANY AND ALL OTHER DAMAGE C,AUSED BY SUCH CEFECTS. ' ' " " I\ 11 I l I\ I I I l ! \ I I I \ J \ I \ J I NOTES: 5. RESPONSIBILITY 5.1 THE CON-RA.CTDR SHALL LOCATE LINES, V.ALVES, AND OTHER UNDERGRCUND UTUTIES, E-c 'PRIOR TO EXCAVA.TING BENCHCS. II lE CON r f--<'AC fOR Sf-ta.LLB::. HE_D ~ESPONSIBLE FOR ANY DAMAGE TO EXISTlflG UTILITIES. 6. RECORD DRAWINGS 6.1. LOCA,TIDNS ON DRAWINGS ARE CIAG::i_AMMA-IC AND AP~RCXl\1ATE ONL'i, A.'lO SHA.LL BE CHNJGED AND AD.JUSTED AS NECESSARY OR ,ei,s □:REC fl-:l) ru MEE r EXISTING CONDITIONS ,<,NO TO FOLLOW THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN OBTAINING COMPLcTE WATER COVERAGE. IT IS, THEREFORE, THE CONTP,\CTOR'S RESPONSIBILITY TO RECORD ANY CHANGES AS TO LOCAlON OF EQUIPMEIIT ON "A,S-BJILT" DPAWINGS. 6.2. PROCEDURE FOR 'AS-BUILT" PREP.ARATICN SHALL SE: 6.2.1. C8 [AlfJ rnoM HIE LANDSCAPE ARCHITECT Cl,E (1) SET OF REPRODUCIBLE CRA1hlNGS RE~ORD ACCURATELY ON THIS SET .I\LL CHAJ\GES IN THE 'JVORK ccr~STITU flNG DEPARTURES FROM THE OR.IGIN/L CON:R!'.CT CRAWIIIGS 6.2.2. DIMENSION FROM TWO PERM.%ENT POINTS OF REFE'<ENCE (BUILD"-GS, MONLMENTS, SIJEWALKS, CL RBS. P.A'IEMENT). POST IN'CRMATON ON "AS-BUILT" DRAWINGS DAY-TO-)AY, AS THE PROJECT IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SI IALL OE ONE-QUARTER (1/4) INCH IN SIZE. 6.2.3. SHOW DIMENSIONAL LO:=:A.TIONS AND DF.PfHS or fHI::: FOLLOWING ALL POINT 0° CON.~ECT.ON /COIHROL ECUIPMENT P.OL TING OF SPRINKLER 0RESSURE LI.NES l,DIIIENSICN MA1.IMUM OF Cl!E-HLNDRED [100) FEcT A.LONG ROUHlG AND A_L DIRECIONAL CHANGES) dALL VALVES/ GA TE 'JAL I/ES SPRl.~KLER CONTROL VALVES (BLRIED ONLY) QJICK COUPLING VALVES ROL TING OF CONTROL VALVE '/VIRNG OTHER RELA TEC EQUIPMENT (.AS MAY BE DIRECTED BY THE LANDSCAPE ARCHITECT) 6.2.4. MAl.'HAIN 'AS-BUILT" DRAWl.'',JGS mJ SITE AT ALL -:-IMES 6.2.5. MAr:E ALL CHANGES TO REPRODUC!BLE DRP,W"GS IN INci (NO EALL-POINT PENj. USE ER!'.CICATING FLUID WHEN REDOll!G JR.AWll,GS. MAKE CHANGES IN A MANl1E.'l EQUAL -o THE ORIGINAL DRAWING. 7. CONTROLLER CHARTS 7.1. 'AS BUILT" DRAWINGS SHALL BE APPROVEJ BY LA,DSCl,PE.ARCHITECT OR '_AN JS CAPE CCCRDINA-8R BEFORE CHARTS ARE PREPARED. 7 2. PROV!DE ONE CONTROLLER. CHART OF TrE MAx.lMUM S1ZE CONTROLLER DOOR WILL.ALLOW, FOH EAC' I CONTP.OLLER SUPPLIED, SHOWING THE AREA CO'IERED BY AU TOI/ATC CCNBOLLER. 7 3. THE CH/1,T SH,\LL 3E /, REDJCTION OF THE ACTUAL "AS-BUILT' SYSTEM DRAWING. IF THE CONBOLLER SEQUENCE IS NOT LEGIBLE WHEN TrE DRA.W"GS IS RECUCED, ENLARGE IT TO A. SIZE THAT WILL BE READABLE WHEN REDUCED. 7.4. CHART SHALL BE BLACK-L NE PRINT ANO A DIF 0ERENT PASTEL COLOR USEC TO SHOW A.'<EA OF GO'JERAGE FOR EACH srAI ION. 7.5. WHEN COMPLETED ,AND APPROVED, r.ERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLAS~IC, EACH PIECE BEING A r/lNIMUM TWENTY (20) MIL THICKNESS. 7.6. CHARTS SHALL BE COMPLETED ANO APPRO'IED PRIOR TO FINAL INSPECT;ON OF 'HE IRRIGAT ON SYSTEM. B. OPERATION AND MAINTENANCE MANUALS 8.1. PREPARE AND CELIVER TO THE LANDSCAPE ARCHITECT WIT,IN TEN [10) CALENDAR DAYS PRIO'< W COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MA.TERIAL IN COMPLETE DETAIL AND SUFFICIENT QUANTITY, PROPERLY PR.EPARED IN FOUR INDl'JIDUALLY BCUND COPIES. JESCR:BE THE MA ER IA:_ l:'ISTALLED N SUFFICIENT DETAIL TO PER\IIT OPERATING PERSONNEL TO Ul,DERS~AND, OPERATE AND MA.WAIi, ALL E8UIPMENl INCLUDE SP,0,RE .0ARTS LIST AN) RELATED \IANUFACTURER. INFCRMATION iCR EACH EQUl?MENT ITEM lflSTA_LEO. EACc MANUAL SHA'.L INCLUDE THE FOLLOWING INDEX SHEET STATING SUBCONTRACTD.'l'S ADDRESS AND TELEPHONE NUMBER DLRATION De GUARANTEE PERIOD. _IST OF EQUIPMENT WIT, NAMES Mi'J ADDRESSES OF MANU 0ACTURER'S LOCAL REPRESENTATIVES. COMPLETE OPERATING AND MA.INTENA~CE INST:'<LCTIDNS ON ALL \IAJOR EQUl 0MEIIT. 8.2. IN ADDITION TO THE \IAINTENANCE MANUALS, PRO'/IDE ~HE MAINTENMlCE PERSONNEL WIT., INSmuc r1mJs FOR MAJOR E8U PMcMf AND SHO'N ½f~I rrcN EVIUENCC AT r ~E E'JU or IH: PROJECT THAT THIS S0 RI/ICE HAS B0EN RENDERED. 8.3. LOOSE S.0 RINKLING EQUIPI/ENT, OPERA TING c.EYS AND SPARE PARTS WIL_ BE FIJRNISrEO BY THE CONTRACTOR IN QUANTITIES AS SHOWN ON PLANS OR IN SPECIFICATIONS. 9. MATERIALS WATER METER (SLPPUED BY CMWD) APPRO\~D REDUCED PRESSURE BACKFLOW PREVENTION ASSEM □LY (SUPPIJEC 3Y CONTRACTCR) WHITE PVC PIPE CR co:iprn PIPE r-:<"'=-'ri-,=~· •.-~,---·~-_ .. , ., .. , .. -- :. TO IRRIGATION SYSTEM I. USER MUST SUPPLY ALL FITTINGS, NIPPLES, VAcVES ANO APPROVED REDUCED P,RESSURE PHINCIPLE BACi<FLOW PREVENTION ASSEMBL ':. ALL FITTINGS AND NIPPLES MUST BE BRASS. lliE 01S-:C,ICT SHALL SUPPLY THE WATER METER. fa+ __ ,1-' I, .. rl 11 11 111 111 2. BACKFLOW ASSEMBLY MUST OE TESTED BEFORE USE BY A cm RFIED BADKFLOW ,ASSEMBLY TESTER AP,'ROVED BY CM~D. 3. HYDRANT MUST BE FULLY OPENED CURING USE. 4. PROVIDE ADJUSTABLE PIPE SUPPORT AS REQUIRED BY DISTRICT'S REPRESENTATIVE. 5. PRESSURE REGULATOR, IF NEEDED, SHALL BE INSTALLED DOWNSTREAM OF BAC,FLOW PREVENTOR ASSEMBLY. USE COPPER PIPE. EXHIBIT TEMPORARY HI-LINE POTABLE WATER SERVICE CONNECTION 9.1. 9.2. 9.2.1. 9.2.2 9.2.3. 9.3. 9_:i,_, 9.3.2. S.3.3. SA.I. 9.4.2. 9.4.3 ,AA. 9.4.5. 9.4.6. :l.4.7. 9.4.8. 9.5. 'l.5.1. 9.6. 9.6.1. 9.6.2. 9.7. 9.8. 9.10. 9.11 9.12. 9.13 913.1. USE NEW MATERIALS OF THE BEST GR.ADE OF EACH RESPECTIVE KIND AND OF THE SA \I[ MMUFACTURERS FOR ALL ITEI/S OF ONE TYPE. STEEL PIPE STEEL PIPE AND STEEL FITTINGS WHERE INDICATED ON THE JRAWll!GS OR SPEClclEJ SHALL BE SCHEDULE 4] GALVANIZED MI_D STEEL THREADED PIPE AND BEADED G/'l.LVANIZED MALLEABLE IRON THR::AOED FIT~INGS, EXC::::PT COUPLINGS WHICH SHALL EE A.P.I. (AMERICAN PIPE IIISTITL TE) STEEL COUPLl.%S. THREAD ON PIPE A,10 F;rn1,Gs SHALL BE OF TAPER TYPE. ALL UNIO,s TWO (2) INC,ES AND SMA.LLER SHALL BE GR.OUNO JOINT "ATTER. urm,~s LARGER THAN TWO (2) INChES SHALL BE FLANGED UNIONS .. ALL FLA %ED UNIONS SHALL BE PLACED WITH ONE-SIXTEEWH (1116) INCH THICKAS5ESTOS 'IBcR GASKETS. RIGHT AND LEFT COUPLINGS SHALL BE USED INSTE,110 OF GROUN;J JOINT UNIONS 1\l ALL UNOERG'<OUND LINES, EXCEPT AT VALVES. STEEL STREET ELBOWS, BUSHl,GS, CLOSE NIFPLES, AIID LONG SCREWS SHALL NOT BE USED IN THE 'I/ORK. PLA3TIC PIPE FLCl,ST Cf--' PE SHALL BE EXJ'hUUCJ FWJM v'IRC31N PVC (PCLYVll~YL CHLORIDE) TYP:: 1, GRADE 11 (CLASS 1220) AS MANUFACTURED 3'{ LASCO INUUS 1-:rn-:s, BALDWl~J. PACIFIC WESTERN, JOHNS-MA.NVILLE OR EQUA·_. CLASS SCHEDJLE AS INDICA re □ IN !He LEGEND. ALL PLASTIC PIPE S,ALL BE CONTINUOUSLY AND PERMA.NENTLY MARKED Wile THE FOLLOWING NFORM.ATION. \IANUFACTURER'S NAME, NOMINAL PIPES ZE PVC 1220, S.D.R. (STANDARD DIMENSION RA.TIOS, OR THE PRESSURE RATING IN POUNDS PER 2CUAR:: INCHj A.'lD T -!E N.S.F. (NATIONAL SMJ TATION FOUNJA.TION). PLA,SlC Fl~TINGS SHALL BE PVC 11. LP S, (IIHERNA TIONAL ?IPE SOCIETY), SCHEDJLF ,10, N.S.F., SCHEDULE 80, N.S.F,, AIJD SCHEDLLE 80 THREADED FITTINGS AS S,0'1/N IN THE DETA.ILS AS MAflJFACTURED BY SLOANE MANUFACTURING co. so,_vE, TA.ND PRIMER ARE TO BE PER PIPE MANUFACTURER'S RECOMMEIIDATIONS. -:.JVC PHESSURE RATED P.PE TYPE 1220 (PVC CLASS EiO. LOU & 315_) AND TYPE 1' 20 (PVC SCHEDULE 40 & PVC SCHEDULc 80) TYPE I GRADE II PRESSURE RA TEO PIPE. MATERIALS SHALL MEET THE REQU.REMENTS SET FORTH IN ASHA D1784-6:-. OUTS.CE )IAMETER OF PIPE SHAcl BE THE SAME SIZE AS IRON P PE PIPE SHAL, BE MAR,ED AT KERVALS WITH Tr.E FOLLOW.NG INFORMATION (NOT TO EXCEED 5'): M.A,UF.ACTURER'S NAM 0, flOMl,NAL SIZE, PVC TfOE Af,C GR.ADE: .E" P'vC 1220) SOR RA.TING CLASS, NSF AFPROVALANO COMMERCIAL STAN CARD DES;GNATICII PVC FITTINGS SrALL 5E PVC TYPE II, SCHEDULE 40 NSF, SCHEDU'-E 60 NSF, OR APPROVED. SCLVEIIT SHALL BE #175 GRAY NSF APPRO'IED AS MA.NUFA,C:URED BY INDUSTRIA_ POLYCHE\IICAL SERVICE, GARDENA CALIFDR"'A. CAUTIUNED SHALL BE UTILIZED IN clANDLING TYPE I PIPE DUE TO THE POSSIBILITY 0' CRACKING :JR OF SPLITTING WHEN DROPPED OR HA.'lDLED CARELESSLY. WHEN CONNECTION IS PLJ\STIC TO METAL, MALE ADAPTERS SH,ALL BE HA.~D TIGHTEfJED, PLUS 01,E TURN WITH A STRAP WRENCH. JOINT CCIIPOUNJ SHALL BE PER\IATIX "YPE I. SPRINKLER. HEADS SPRII\KLER HEADS SHALL BE AS SHOWN ON PUl,N. VALVES REMOTE COIJTROL I/ALVES-ELECTRIC REMOTE CONTROL V,0,LVES SHALL BEAS SHOWN ON PLAII. QUICK CCUPLING VALi/ES -QUICK COUPLING VALVES SHA_L BE AS IIJOICATED OtJ FL',NS AND Sr ALL HAVE A LOCKING COVER. PACH QLICK COUPLEI{ VALVE SHALL HAVE A MOLDED VINYL COVER, YELLOW IN CC LOR (PURPLE WHERE CALLEu FDil IN liECYCLED WATER SYSTEMS) ALL QUICK COUPLER VALVES KEYS ANO rlOSE Wll'IELS Sr ALL EE 0° SAME MA.NUFA.CT JRERAS THE Q,JICK COUPLER. AUTOMATIC CONTROLLERS -AUTO/IA T:C CONTRCLLERS S,AL BE AS SHOWN ON PLANS AND □E-AILJ. CONTROL WIRES FOR RCV'S -ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRIC.AL SOLENOID AC-UATED BY REMOTE CONTROL VALVE SH.ALL JE SOLIJ COPPER, PVC INSULATION, Sl~GLE CONDUCTCR, ULAPPRO'IED UNDE'<GROUND .0EEJER CA.BLE. EACH PILOT OR 'HOT' WIRE SHALL BE BL/I.CK DR COLOR-CODED wrn THE COMMON \//IRE BEIIJG 'I/HITE. .~LN rwo SPARE CON rROL WiRES TO fflE r-ARTHEST VAL1JE It\ EACH MA:NL:NE ,)IRE8TION. ShOW Ot\ AS·BUILTS. COLOR CODE DIFFERENT THAN PILOT AND COM.WJN WIFsES WIRING FOF: FLOW SENSORS AND \IAS:ER VALVES SHALL 3E AS RECOl,MENDEJ BY THE MANUF.ACTURERAND S,AL BE COLOR CODED DIFFERENTLY THAN COM\ION WIRE, CONTROL WIRES, AND SPARE WIRES. VALVE BOXES -A'.L REMOTE CONTROL VALVES, SHUT-OFF I/ALVES, FLOW SENSORS, AND OU'CK COL~'LING 1/AL\/ES SHALL BE INS l'ALLclJ IN SUITABLE VALVE BOXES AS SHOWN I(~ DETAILS, COMPLETE WITH LOCKING COVcRS. ALL SHALL BE N.D.S. ORAPPI/OVED EQUAL .A,□ Sci\LL BE ICEIHIFIED O.~ ,HE LID WITH HE,>I3Rl\l!DED NU\IBERS / LETTERS IN 2' HIGH 3LOC, LE-TERS AS SHOWN ON THE DETAILS. ALL BOXES SHALL HAVE GREEN CO'IERS (FURP _E FOR .RECYCLED WATER SYSTE\IS). 8ACK.0LO'/V PREVENTION UNITS THE BACK.FLOW PREVENTON UNITS SHALL BE AS SHOWN ON PLANS A,D DETAILS DFIP Lh~E ANlJ INTEGR~L IJlW Ll,E COMPONENTS-THE DRIP LINE SIIALL BE TECHLINE RW AS MANJFACTUREO BY NETAFIM IRRIGAT:ON, lf-C. □RIPPER FLOW RATE AND SPAClflG SHA_L 5E AS l~OICATED ON OR.~WINGS. TEC,Ll~E WTll!GS ALL TECHLNE CONNECTIONS SHA'_L BE MADE: WITH APPROVED l f--0 i= (/) i5 0:: w 0. 0, ' a-- 1' J' r 1" .I . I' SECTION/ ELEVATION TcCIILINE INSERT FITTl~GS. 9.13.2. S:JIL STArLES (TLS6): ALL ON-SURFACE/UND'.::R MULCH, OR BURIELJ rECHLlf"<E INS-ALLA! ONS SHALL BE HEU IN FL/I.CE WITH SOIL STAPLES SPACED EVENLY EVERY 3' -5' ON CENTER, AND WIT, TWO STAP,ES AT CHANGES OF DIRECTION 0' TL BING 9.13.3. LINE FLUSHING VALVES: ALL TECHLIIIE SYSTEMS SH.ALL BE INSTA_LED WITH MANUAL FLUSHING VAL'IE A.S "CICATED ON DR!l.'ll"GS. 9.13.4. AIRJVACLUI/ RELIEF VAL'IES EACr. lNDEPENDEMT TECHLINE SUBSURF,ACE RRISATION ZD'IE S.--lAL-_ BE l'IS-ALLED WITH A'l Alf\/VACLUM RELl::F 1/AL\/E IH TflE ZONE'S l·IG! IE3T POW(S). 9.13.5. PRESSURE REGULA.TOR A PRESSURE REGULA TOP. SHALL BE INST/,LLED AT EACH ZONE VALVE OR ON THE MAIN L NE TO ENSURE OPERA.TING PRESSU,ES DO NOT EXCEED SYSTEM REQUIREMENTS. THE PRESSURE REGULA TOR SHALL BE AS CA.LLED FOR ON ff-IE PLANS. 9.13.6. SYSTEM FILTER: A Y-FILTER OR DISC FILTER Sr"ALL BE lt\STALLED AT EAC--l ZONE VALVE AS CALL EC FOR. ON THE PLJ\NS, A SYSTEM (MA" LINE) FILTER ScALL ALSO BE INSTALLED TO ENSURE ADDED PROTECTIOIJ. 9.14. ANY OTHER DU PMENT NOT SPECIFICALLY NOTED ,EREIN BUT REQUIRED BY THE PLANS, DETAILS, CR LEGE,NOS SHALL BE SUPPLIEJ All □ 11,STALLED IN STRICT ACCORDANCE WITH THE MAIJIFACTURERS RECOMMENDATIONS. IF ANY QUESTIO~ ARISES AS TO PRCPE'< PROCEDURE, IT SHALL BE RESOLVED WITH Tr,E LANDSCAPE ARCHITECT BEFORE INSTA_L,nON. 10. INSTALLATION 10 1. SITE COI\DITIONS 10.1.1. ALL SCALED DIMENSIONS ARE APPR.OXIMATE. THE CONTRACTOR SHALL VERl 0Y ALL DIMENSIONS Ofl THE SITE PRIOR TO PROCEE,JING WITH WORK J,CER THIS CONTRACT. 10.1.2. EXTREME CARE SHALL BE EXERCISED IN cXCAVATING AND IVORKI.% NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONS BLE FOR DAM.AGE TO ANY FACILITIES. 1013 SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER ANO SHA.LL DISCONTINUE W TH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK NECESSARY TO REP.SIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE RECEIVED. 10.1.4. FAILURE TO .~OTIFY THE OWNER CF DISCOVERY OF SUCH IJTUTIES OR DAMAGE Tr.ERETC WILL RESULT IN THE CONTRACTOR BEING LIAB_E FOR A.N~ M,D ALL DAMA.GE CP,LSED TO THE UTILITIES ASA RESULT OF HIS ACTIONS. 10.1.5. Tl-£ COMTRACTOR SHALL, BEFCRE s;.ll.RTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY CHECK ALL clMISH GR.~DES TO SAT SFY HIMSELF THAT HE MAY PROCEED WIT, THE WORK. 10.2 WATER SUPPLY 10.2.1. THE CONTRACTOR SHALL ARRANGE FOR THE PRO'IISICN OF THE WATER SUPPLY A.110 COORDINATE WITH THE OWNER AS NECESSARY. 10.2.2. TrE COMTR.ACTOR SHALL CCNNECT TO THE WAER SOJFCE ,os "'OICATED CN THE D.",\W NGS. 10.3 ELECTRICAL 10.3.1. TrE OWNER SHALL ARRANGE °CR THE PROVISIOfl OF THE ELECTRICAL SU0 PLY. POWER SOURCES SHALL BE AS INDICATED OIJ THE DRAWINGS. TcE CONTRACTOR SHALL CONNECT AT THE POINT SHCWN ON THF JRAWINGS 10.3.2. Tr.E CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ELECTRICAL CONNECTIONS TO TrE AUTOMATIC CONTRQ_LERS. ALL WIRING SHALL lE ROUTED AS SHOWN ON PLJ\.NS. ALL ELECTRICA_ WCRK SHALL BE IN ACCCRDANCE WITc ALL LOCAL OR COUNTY ORDINANCES. 10.4 CXIS I ING U fill TIES· THE CD'l mAC fOH SI iALL LOCA. TE Ai~D M.ll.RK /i,LL EXISTING UTILITIES SUCH AS POWER, TELEPrONE, DOMESTIC WATER AND TILE O.'lAINS. 0 XTRWE CARE SHALL BE IsKEfl BY THE CCIH,",\CTOR WHEN EXCAVAT"G OR WORKING IN l,ESEAREAS ,%0 COORD,NATICN .%D COOPERATION WITH OTHER CONTR.AC-OR IS P.EQUIRED ,AS THE WORK PROGRESSES TO THESE AREAS. 10.5 TRENCHES I~ GENERAL 10.5.1. TRENCHES SHALL BE DUG STRAIGHT, ~ND PIPE SH.ALL HAVE I HE CON l'INUCUS SUPPORT FOR l,E DITCH BOTTOM AND SHALL BE L~IO TO AN EVEN GR.ADE. TRENCHING EXCAVATION SHA.LL FOLLOW THE LAYOUT INDICATED ON THE DRAWINGS. 10.5.2. A_L PRESSURE SU.'PLY Lll!ES SH.'.ll HA'IE A, MINIMUM DEPTH 0° E GWEEI, :rn: INCHES Ml,NII/UI/ UNLESS OTHERWISE NOTED. 10 5 3 A_L NOl!-PRESSLRE SUPPLY LINES SHALL rAVE A MINIMUM DEPT, CF TWEL'vE ,12: lt'-.CHES MINIMJM AS SHOWt'-. IN THE DETAILS. 10.5.4. A•_L LNES SHALL HAVE A MINIMUM CLEARANCE OF SIX(6) INCHES FROM EACH OTHER ANO F.ROM LINES OF 8THER TRADES. 10.5.5. NO Ll,E %ALL BE INSTAL_ED DIRECTLY OVER .Af-OTHER LINE. 10.5.6. IF NECESSARY, CALL UIIDERGROUIID ALERT. OR SIMILAR COMPANY. 10.6 l:3ACKHLLING 10.6.1. BACKFILL FOR TRENCHING SHALL 5E COM0ACTED TO ORY DENSITY EDJAL TO THE AJJACENT ur,DISTUP,BED SOIL, AND S,ALL CONFORM TC TrE ADJACENT GRADES WITHOL T DIPS, SJNKEfl AREAS, HLMPS OR OT,ER IRREGULARITIES. INITIAL BA,CKFILI_ ON ALL UNES S"ALL BE OF A FINc GRA,NLLAR MATERIP,l WITH NO FOREIGN W,TER LARGER THAN ONE-HA_F ('./2) INCH IIJ SIZE. 10.G.2. IF, IN THE OPINION OF THE CONTRACTOR/LANDSCAPE ARC.,l"ECT, THE EXCAVATED MAfEl-?.IAL IS NUT SATISFACrDRY Fm~ us,:::As BACKFILL, THE CONTRACTOR SHALL DISPOSE OF THIS UNSATISFACTORY MATERIAL 10.6.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ,\NY SETTLING 0° TRENCHES FROII HIS WORK. 10.7. PVC PIPE 1 :.1.1. PVC PIPE SHALL BE INSTALLED IN A MANNER WHIG, W LL PRO'IIDE FDR EXPANSION ANO CONTRJ\CTION A.S RECCMMENDEJ BY THE PIPE MANUFACTURER. 1 :.7.2. ALL 0LASTIC TO 1/ETALJOINTS SHA1_L BE MADE WITH PLASTIC MALE ADAPTERS, UNLESS c-HERW Sc SHOWN IN DETAILS. 1 ;.7.3. THE JOIIITS Sr ALL SE ALLOWED T'.J SET AT LEAST TWENTY-FOUR i.24) HOJRS BEFORE PRCSSU~E IS APPLIED TO ThE SYSTEM O~J FVC FIP': 1J.7.4. AFTER ALL NEW SP.'l.NKLER >iPi'-G AND RISERS ARE Ill PLACE AND CON,1ECTEO, AND ALL NECESSARY WORK .AS BEEN COMPLETED AND PRIOR ~O THE INSTALL~TION OF SP'<INKLER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL dEAD OF WATER USED TO FlUSH CUT THE SYSTE\I. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, RISERS SHALL l:lE CAPPED OFF AND HIE SYSTEM PRESC,URE TESTE!J 1D.7.5 SP'{ll,KLEl< LINES SHALL BE TESTED IN PL.ACE BEFORE B.ACKFIUN•G FOR A PERIOD OF NOT LESS THI,, T'/VENTY FOUR (24) HOURS AND SH.ell SrlOW NO LEAKAGE OR LOSS OF PRESSU,,E. DURING THE TES-PERIOD, MINII/UI/ TEST PRESSURE AT T.,E HIGrEST POINT Of THE SECTICN BEING TESTED, SHALL BE 100 POUNDS >ER SQUARE INCH, ID.7.6. AT THE CONCLUSICN OF THE PRESSUR.E TEST, THE dEAD SHALL BE INSTALLEDAflJ -Es-ED FOf~ OP~f~AT.ON l'l AG.:URDANCE WITH CESiGN REQUIRE.\1EI\ TS UNDER NOftMAL rPERATING PRESSURE CONTRACTOR SHALL VERIFY HEAD PRESSURES WITH PITOT TUBE OR PRESSU'lE G/1JGE /1SSEMBLY, AND ADJUST V,0,LVE TO CORRESPOND WITH DESIGN PRESSURE. 10.8. SPRINKLERS 10.e.1. ALL PCP-U.' S'RINKLERS SHA.LL BE PRO'vlDED wrn SWING JOINTS MsD Sr ALL BE ADJUSTED TO THE FRO PER HE:GHT. ALL I\OULES SHP.Jl. HC AUJUS fED FOR PROP:'R ~HRO'II P.ADIUS FOR EFFICIENT COVER.AGE I O.B.2. SPRINK_ER HE.ADS AND RISERS SHALL BE INSTALLED ACCORDING TO DErnlLS. 10.9, ORI? LINE INSTALLATION 10.9.1. INSTALL ALL DRIO LINEAS IN DIC.A TED ON DRAW NGS. USE ONLY TEFLON TAPE ON ALL THREADED co,~,ECT ONS 11E.L. CLAMP TECHLINE FITTINGS WITH O::Tl,<.ER CLAMPS WHEN OPERll.rl'-lG PRESSUR::: EXCEEDS SPECIFIC DRIP LINE FITTING REQUIREMENTS. ID,S.3, W,EN "-STALLING TECcLINE, INSTALL SCIL STAPLES AS LISTEJ BE'.OW: SANDY SOiL-OllE s-AFLE EVERY THREE (3') FEET AND TWO (2i STAPLES ON EACH CrANGL OF CIRECTIDM (TE, ELOOW, CR C'lOSS) LOA\I SOIL-O,E STAPLE EVERY FOUR :4') FEET ArJD TWO (2; STAPLES ON EACH CrANGE OF CIRECTION (,EE, ELBOW, OR CROSS). CLAY SDIL-OIIE STAPLE EVERY FIVE (5') FEET AND TWO (2) STAPLES ON EACH Cr ANGE OF CIRECTION (:EE, ELBOW, OR CROSS). '.0.9.4. CAD OR PLUG ALL OFHJINGS A'2-SUU'l AS Llt\ES l··'AVE BErn INST.t,LLED TO PREVENT THE INTRUSION 0.0 MATERIALS TH.AT WOULD OBSTRUCTTHE PIP". LEAVE IN PLACE UNTIL RE\IOVAL IS NECESSARY FOR COMPLETICN OF INSTALu\~ION. O.l.5. T,OROUGHLY FLUSr A_L W.ATE'l LNES BEFORE NSTALLING VALVES AND OTHER HYDRANTS. 'O.l.G. EST IN ACCORDANCE WITH HYCROSTAT C TESTS AS RECOMMENDED BY THE MANUFACTURER. 10.10. VALVES ·.0.10.1. REMOTE COWROL VALVES SHALL BE ADJUSTED so-HAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENJED BY THE HEAD MANUFACTURER. REMOTE CONTRO_ VALVES SHALL BE ADJUSTED SO T,AT A UN FORM DISTRIBUTION OF WATEr, IS APPLIED JY THE .:JPRINKLER HEADS TO THE F'U•,NTI/\G AREAS rOR EACH l~JDIVIDU.l\L VALVE SYSTEM. 10.10.2. QUICK COUPLING V,>LVES SHALL BE SET IN VALVE BOXES APPROXIMATELY 12' FF.OM WAV,S, CURBS, HEADER BOARDS, OR PA'IED AREAS WHERE APPLICABE VERTICAL POSIT,ONING OF QUICK COUPLING VALVES SHALL BE SUCH THAT SLEEVE TOP WILL BE FLUSH WITH THE SETTLED Fl~ISH GRADE AS DETERMINED AFTE, -HE TURF S E.STAJLISHED AND 2' ABOVE GRADE IN GROUNJ COVC:l~AlffAS 10.11. 'IAL 1/E BOXES I 0.11.1. V/,LVE BOXES SHALL BE SET ONE-rlAL' INCH ( 1/2") ABOVE THE DESIGl,A TED FINISH GRADE IN LAWN AREAS A.ND ONE INCH (I') ABOVE FINISH GRADE 111 GP.OUl,D CO'IER AREAS. 10.11.2 1/ALV'= 801.ES INSTALLEJ NEAR VVAL-<.S, CURBS, HEADER BOA~DS ANC PA 1JN3 SHA_L AUIJ r fflOSE ITEMS. -;-op SURFAC::s SHALL 3E FLU-SH WITH ITEIJS J;JfEO ABOVC 10. 12. AUTOMATIC CONTROLLER LOC,A TIO,N AND INSTALL~TION 10.12.1. THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE APPROXIMATE LOCl,TION SHOWN ON THE PLAN. VERIFY EXACT LOCATION WITH THE OWNER. 10.12.2. ALL LOCA.L AND OTHER APPLICABLE CODES SHALL TME PRECEDENCE IIJ CONNECTING T c1E HJ VOLi ELEC fHICA._ ciERVICE TU CONTROLLER. OWNER SHALL PROV DE POWER TD CON I HOLLER CONTRACTOR Sh ALL COMPLETE HCCK-U0 TD CCNTROLLER 10.12.3 HERE SHALL BE ADEDJA-E COVERAGE OF EARTH (18' MINIMUM) OVER THE 24-V □L CONTROL WIRE. 1,~STALL W.RE IN rnrnc, AIJD TA0E TO MAIN UlES CN SIDE OF PIPE AT 10' INTERVALS. 10.12. CONTROLWIRE 10.13,1 ALL ELEC1RICAL EQUIPMENT AND WIRl~G SHALL COMPLv WITH LCCAL AND STATE CODES ANIJ HE INS :ALLED HY IHOSE SKILLED A.llD LICENSED IIJ THE TRADE. 10.13.2 CONNECTING ./\ND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD 2HALL BE M,11.DE USll,G A ORI SPLICE COlmECTOR OR EQU/L • -, '---, SIDE Vi'EW ,----------------------, ' ' i ! FRONT VIEW 1. 2. STAINLESS STEEL BOLTS WITH LOCKING WASHERS AND STAINLESS STEEL NUTS (NUTS TO BE LOCKING TYPE) /_ ----:::::----, --. r·~i--~ 1 c,-----,-~--~, -r -------< 2 : : 0 !-----------12 ' ' ---· _-----------'rt-------------< 3 0 PAINTED ALUMINUM RECYCLED WATER IDENTIFICATION SIGN -USE CHRISTY'S #ID-SIGN 3.5 OR EQUAL AS APPROVED BY THE WATER DISTRICT AND DHS ~~1/~-j~ 0 3. 4. 3 5. 6. 4 5 6 2 1/2" GALVANIZED CHANNEL FINISH GRADE CONCRETE FOOTING NATIVE SOIL -COMPACT TO MINIMUM 90% CHRISTY'S #ID-SIGN 3.5 ~------ FOR WATER CONSERVATION THIS PROPERTY IS IRRIGATED WITH RECYCLED WATER DO NOT @ DRINK 1. 2 3. 4. 5. 6 7. 8. 9. SECTION/ ELEVATION ~ LI~~-~---_-_-_-----,--1 : g ~ -4:, L AU;~MATIC CON-~=1 ~1 _1=1 ~111--1111~~;v,,iffil.iFITii~.=4', =±1~:-.;1 '1-,cc. "1=-1 t..,1-•:;;1 __ __,® TROLLER PER LEGEND 11 i:::-:111-1 9'-'w~I I II _(,1 1_ l=I :_' ___ Q1 9 0 VLT. CONTROLLER J 11 I ~ ~ ~ ENCLOSURE PER LEGEND • I I 17i , 11 1 I I AND/OR NOTES 11:11 : : ·, 111 11 #6 AWG BARE COPPER ~ 1~11r=11, ~i r=1, 11 r=11 11-- WIRE TO GROUND ROD -, 1-· •• 1-11~ fi'-d 11 I~ 1-1' •-• @12 (PAIGE #160635) ========/ '-'--'---'-----, _______ _ TERMINAL STRIPS (PART OF V.I.T. CSA OPTION) 1" SCH 40 PVC CONDUIT FOR WIRE TO GROUNDING ROD 3" SCH 40 PVC CONDUIT FOR CONTROL WIRES -EXTEND ABOVE PAD V.I.T. QP-XX SERIES "QUICKPAD" ENCLOSURE MOUNTING PAD FINISH GRADE -2" BELOW TOP OF CONCRETE PAD FILL BASE 3/4 FULL WITH PEA GRAVEL 10 NATIVE SOIL 13. 120\/ AC OLITLET AND SWITCH (PART OF VI.T. CSA OPTION) 11. USE LONG PVC SWEEP ELLS FOR WIRES 12. DIRECT BURIAL CONTROL WIRES TO VALVES 14. PVC CONDUIT WITH 120V AC POWER WIRES TO ELECTRICAL SOURCE '0.14 FRESSURE TEST 10.14.1. ALL Pl-i.F.SSUf~E UN1:.:s SI--Al_L 1:-E I ES I EIJ L·NDER PRL'?SUR= WI r1 I WA fER NJD AIR OF ONE-HUNDRED FIF-Y (150) POUNDS PER SQUARE INCH, All □ ALL NON-PRESSURE LINES SHA_L BE TESTED UNDER. T ,E EX.ISTING STATIC PRESSURE, ANC BOTH BE PROVEN WATERTIGHT. 10.14.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FCR A 24 HOUR PERIOD. IF LEAKS DEVEL0°, TrE JOINTS SHALL BE REPLACED AND HE TEST REPEATED UNTIL TrE EN TIP.E SYSTEM .S PRO'JE~J WATERTIGHT. 10.14.3. TEST SHALL 5E JBSERI/ED fl.ND .11,f PRJI./ED BY THE O'JVNER PRIOR TO BACKFILL 10.14.4. UPON CCI/PLETION OF EAC, PHASE OF THE WORK THE CONTRACTOR SHALL CHECK AND ADJUST EACH SPRINKLER HEAJ -o MEElNG THE SIE REQUIREMENTS. ·,0.15 CO'IER.AGE TEST -UPOM COMPLETION OF .ALL SYSTEMS, THE CONTR!'C-OR IN THE PRESENCE OF THE ARCHITECT, SHALL PER°CRM A COVEPAGE TEST TO DETERML~E If TrE COVERAGE OF VV/'.l,TER AFFORD EC ALL Af ffAS IS ~QM:.JLE IE Ai~IJ ALJEOUA l l.:. rHl.: CO, TR.ACTOR SHALL CHANGE ANY HEADS, NOZZLES, OR ORIFICES.0,S MAY BE REQUIRED TO FROVIDE :.:OVEAAG:: AS IND CA TED 0\/ TH:: DR~WINGS ANC AS SPECIFIED • 0.16 LOWERING OF HEADS -J,LESS OTHE0.WISE NOTED, ALL SPRINKLERS 11,STALLED IN LAWN .AREAS SHA.LL BE LOWE'<ED TO F NISH GRADE WIT ,IIJ FIVE DAYS FOLLOWING NOTIF:CATICN Bv THE CITY/OWNER. AT THE TIME OF LOWER NG HEADS, T ,E CONTRACTCR SHALL COMt='L::TE_ Y CI--ECK AND ADJUST THE ENTIRE SYSEM AND MAKE ANY REP~IRS THll, r ,llJ~I= I\ECESSARY TO COMPLETE THIS WORK TO THE SATISFACTION OF THE CITY10WNER, LANDSCAPE.ARCHITECT ANDiOR OWNER'S CHOSE~ REPRESENTATIVE. THE CONTR'.C-OR SHALL NOTIFY THE OWNER IN W'<lmG UPON COMPLETION OF THIS '//ORK. '.0.17. 'WORKMA,SHIP AflJ PROCEDURE 1l·.17.1. fHE [~OUTING OF THE PRES'.3URE .'.JLJPP _y LINES AS INDICHEO CN T!IE JRAVVli~GS IS DIAGPAMMAT.C. THE COWR!'.CTD, SHALL INSTALL LINES lfJ A MAN'IER THAT CONFORMS WITH THE V/,RIOUS CET,\ILS, WITHOUT OF.0SETTING THE ViRIOUS ASSEMBLIES FROM THE PRESSURE SUPPLY LINE. I :.17.2. NO MU, TIPLE ASSEMBLIES S,AL_ BE INS-ALLED ON PLASTIC LINES. EACH ASSEMBLY SHALL BE PROVIDED WITH ITS OWN OUTLET. 1 :-; .. H.3. ALL ,ll,SSEMf-ll.lt=.S SPEC1Fl:::I~ HEHf::IN SHAI I_ BC l~JS IAU_llJ IN ACC01-.:1:,ANCi::. VVI fl i fl I[ RESPECTIVE DETAIL. N TrEABSENCE OF DETAIL DRAWINGS OR S0ECl01CATIONS PERTAl'-ING TC THE SPECIFIC ITEMS REQUIRED TO COMPLETE THE WORK, THE CONTRACTOR SH.ALL PERFOR.\I SUCH 'I/OR, IN ACCORDANCE W.TH THE BEST STANDA,D PRACTICE ANC TO THE SATISFA·CTIOfl OF THE LANCSCAPE ARCH TECT1C'.JNTRACTOR. 11. INSPECTION OF WORK 11.1. INSTALLATIONS AflJ CPE'<A'IONS MUST BE APPR8VED BY THE Ci-YiCW~ER AND LAIIDSCAPE ARCHITECT. 11.2 PRIOR TO COMME,CING '/IOR,, THE CO, TR.<,CTOR SHALL ARRANGE A MEETING '111TH THE CITYiOWt\ER, AT WH.CH TIME THE CCNT::::ACTDR WILL BE l'lFORMED C·F -3PEC: FIC INS 0ECTIOIJS REQUl'<ED AND TrE \IETHOD OF CALLIN3 FOR SUCH IIISPECT ONS AS THE INDl'IIDUAL WORK IS CCI/PLETED. 12. RESPONSIBILITY 12.1. THE CONTP.ACTO, SHALL BE RESPONSIBLE FOR ALL WORK. TO BE PERFCRMED LNDER THIS CONTRA.CT. NO CONTRACTOR SHALL BE P.ELIEVED OF HIS LIAB LIT/ TO COMPLETE THE WORK SHOW, ON THE DRAWINGS AND INDICATcD IN THE SPECl"IC.ATIONS, UNLESS .~L THORIZED IN WRITlflG BY THE CIT'i!OWNER OR 0\%ERS APPROVED '<EPRESENTAT.'IE. 12.2. THE ccr~TPJ\.CTO;:;,, SHALL PROTECT Hl:3 WORK FROM DAMAGE M~D THEFT AT .ALL T.MC, P..ND RCP _AC::: ALL DAMAGED OR ,:JTOLEN rARTS AT HS EXPENSE I.HflL THE 'NOR~: 1s ACCEF-r=r:, IN '/VRITlflG BY THE CITY/0\VNER. 12.3. THE CONTRACTOR SHALL PROTECT TcE C.TY/OWNER'S PROPERTY FROM lflJURi OR LOSS. ALL DA.MAGE TO EXISTING 0RCPERTY (BUILDINGS, UTILITIES, ETC.) CR PLANTING (-REES, SHRUBS, LA"/Vl!S OR GROUND COVERS) CAUSED BY THE CONTRACTOR DLRING HIS OPER.ll.TIDN cm AS A RES.JU CF M/'.11 f-UNC! ION u::: l'lSr.ALLElJ 'NOt~K DUHIN(3 T:·IE GUARANTEE PEP.100 SHALL BE REPA RED AT THE CotHRACTOR'S EXPENSE. 12.4. THE COIHPACTO.'< SHALL CAREFULLY NOTE ALL FINISH GRADE BEFORE COMMENCING '1\0RK. A.NY Fifi SH GRADE CHNJGED DUR.NG THE COURSE OF HIS WORK SH.ALL BE RESTOREJ TO THE ORIGINAL CCNTOIJRS. 11.5. THE CONTPACTOC: SHALL CAUSE M NIMUM "TEP.FE'<ENCE WITH WORKME, OR THE rvlA~ERIALS ANO EQLIPMENT JF OTHER fl~lk.S f-'f:::OPLE WOIW r~G ON lHC PlmJECr. 13. COMPLETION CLEAN-UP 13. 1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE EXCESS II ATERIALS, RUBBISH, DE;:;f~IS, Ere., Ar~o HIS CONS J l~UC 11cr~ ANC IN:::-ALLA T-UN EU.IJIPMEMT FR.CM T 7E PREMISES 14. MAINTENANCE 14.1. UPON FINAL ACCEPTANCE 3Y THE c1-Y,OWNER, THE COrlTPACTOR S,ALL PROVIDE A NINETY (90) DAY MAINTENNICE SERI/ICE FOR l,E ENTIRE IRRIGATION SYSTEM. THIS SHALL INCLUDE, BUT NOT BE LIM TED TO BROKEN SPRINKLE!{ !~l::Y~IRAND/01\ f~l-':PI ACH ✓f-:N r, CI_OGGED CRIP u,E REP/1IR I REPLACEMENT, BROKErl PIPE REPAIR AND/OR REPLJ\,CEMENT, ADJUSnlENT 0.0 HEADS, ADJUSTME, T OF CONTROLLER PROGRAMMING, AIJO WEEKLY INSPECTIO% FOR ANY MALFUNCTIONS. PS PF<OJ. NO. 240101 Ii PLANNING ,3YSTEMS ■ ••II September 3, 2025 LANU U~J<.: / r..;UA::;TAL PLANN!Nci LANO::;CAPI'.: AHCHll"l'.:CTUl-tJ<.:-LA,¥3900 FOLICY AN!) PIWCess1;,.;c E:NV'.RON!.IENT,\L MITIGATION -------------- 1530 FARADAY A'IEN'~1E, SUITE 100, CARLSBAD, CA 02008 (700) 931-0780 • FAX (?00) 931-5744 + in~o~planningsyste:ns ::iet APPROVED FOR PLANTING INCLUDING ONLY, PRECISE LOCATION OF PLANTING AREA. RCE __ _ EXP, ___ _ DATE REV!Ev/ED BY, COMO PARTE DE LOS ESFUERZOS DE CONSERVACION DE LA CIUDAD, ESTA AGUA HA SIDO TRATADA CON EL PROPOSITO DE SER UTILIZADA UNICAMENTE PARA RIGO. CONTROLLER/ENCLOSURE A INSPECTOR DATE f----------------+---+------+---+-----1 I SH6EET 11 CITY OF CARLS BAD I . PLANNING DIVISION . RECYCLED WATER SIGN B ~L=AN::;D;:S;:C;:'.A,..;:P::;E;::;IM::;P::;R::;O:;VE~M::;EN::;T:;:::::P::;L=A::;N::;S=F;:O::;R;:: ========; Expiration Dote: 12-.31-26 OMNI LA COSTA BALLROOM PARKING EXPANSION IRRIGATION SPECIFICATIONS 1-------------------------+----+-----,t-------,t-----t I APPROVED: .PLANNING REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ~=~~---~ -·~-··--------~~------ DWN BY: PROJECT NO. DRAWING NO. CHKD BY: --LPC2025-0001 514-6M RVWD BY: EXISTING RECYCLED IRRIGATION TO REMAIN UNDISTURBED NORTH 0 20 --EXISTING RECYCLED IRRIGATION TO REMAIN UNDISTURBED 40 FT PS PROJ. NO. 240101 II PLANN[NG I .· SYSTEMS • ••II September 3, 2025 LAND USE / COASTAL ('LANNING LANDUCAPE AIWIIITECTURE-LA¥~901J POLICY AND PROCESSI:-;G ENVIRONMENTAL MlTIGATION SCALE: 1" ~ 20 FT. 15:JO F'ARADAY AVENUE, SUITE 100, C_,\RLSBAD, CA ll20(J5 (76U) 9:.:11-U7tJU 4 FAX (?GO) 031 -5744 • info@plurmingsy:.tcms.net Expirotion Dole: \ 'i'·\ ' \ ·'-,\J \, 12-31-26 RECYCLED WATER LEGEND m PROPOSED RECYCLED WATER USE AREA RECYCLED WATER CAUTION SIGNAGE LOCATIONS POTABLE WATER LEGEND [[[ill POTABLE WATER USE AREA (NO POTABLE WATER PROPOSED) 1,/'/ ~ EXISTING POTABLE IRRIGATION TO BE CONVERTED TO [L/:_/ j RECYCLED WATER IRRIGATION ---- APPROVED FOR PLANTII\JG C)\JL Y, INCLUDING PRECISE LOCATIC)N OF PLANTING AREA. BUIL T 11 RCE __ _ EXP, ___ _ DATE REV!EwED BY: INSPECT DR DATE I SH7EET II CITY OF CARLSBAD 1-----------------------+---+---t---t----J . PLANNING DIVISION 1----------------------t---i------t-----t---j LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA BALLROOM PARKING EXPANSION RECYCLED WATER PLAN 1---------------------j-------t--i-----,---i I APPROVED: Mtt J.' ,,,, P_L_A_N_N-IN_G ___ ·-----"//E-,,(,&[U,_~---- REVISION DESCRIPTION DATE INITIAL DATE INITIAL U r11rn APPIWVAL CITY APPROVAL OWN BY: ~-~P~RO~J~E~C=T~N~O.-- CHKD BY: --LPC2025-0001 RVWD BY: DRAWING NO. 514-6M ---\ I \ I I \ \ 0 20 40 FT ~ NORTH SCALE: 1" = 20 FT. PS PROJ. NO. 240101 [ PLANKING I l SYSTEMS ■ lliiJI September 3, 2025 LAND USE / COASTAL PL'INN[KG LANDSCAPE ARCHITECTURE-LA//3800 PUUCY A:,.;D PROC3;SSING .1sNVJW.J1'MlsNfAL MITlGAUON 1530 f'AHl'\DA"X" AVENUE, SUlTE LOO, CARLSEI/\U, CA <l:s!UU!.l (7fW) 9Cll-07fl0 • F"AX (760) 931-5744 • i11fn@plc111uiug><y><tt:11rn.net ', ), EKpiratlon □ate; I \ \ 12-:31-26 HYDROZONELEGEND CD ~ PERIMETER OF PARKING LOT (LOW WATER USE) m SURFACE PARKING PLANTERS (MODERATE WATER USE) ~ BIO BASIN PLANTER (LOW WATER USE) @ ml BIO BASIN PLANTER (MODERATE WATER USE) PRELIMINARY WATER EFFICIENT LANDSCAPE WORKSHEETS / HYDRO ZONE INFORMATION TABLE HYDROZONE NO /KEY --"001'-l, 36" :< CD ~ Q) @ HYOROZONE %OF TOTAL LANDSCAPE IRRIGATION PLANT FACTOR AREA LANDSCAPE ZONE DESCRIPTION METHOD (AVERAGE) (PF) (HA) (SF) AREA 3 PARKING LOT PERIMETER (LOW WATER USE) SPRINKLER LW 0.30 17,245 51.24 3 SURFACE PARKING PLANTERS DRIP LINE (MODERATE WATER USE) MW 0.50 6,685 19.86 3 BIO BASIN PLANTERS SPRINKLER MW 0.30 4,809 14.29 (LOW WATER USE) 3 BIO BASIN PLANTERS SPRINKLER MW 0.50 4,915 14.61 (MODERATE WATER USE) SUBTOTAL: 33,654 100.00 - ;,,.,;;'1_~~·~"'""~""'~-""""&":!;_~'""'~~-•/'-"~,,i;,;,,>,W\i'-'_';;o/ ... l.,Jl.."t'.~~--f,. ·-·_•-··. _ ., ~,,·11· ,~-,~-~ •-·~:_ ,,,,--'"'"i' ..... -, ~! !;IY!llllil2!1~Uftf9.\\M~I!Q!i;.1)18-l!IJl&t , • :.-. .. i . . ... :' Ji. . . . , • ~, H•rdrmone Station Area Perce.it Oesc::ri[Jliun / Plant Factor I rrieati :,n Zone Flow Precipitation Zone Nur:1b2r Number (sq. ft.) or Al<=d Plan:T·fpf' ('.\'IJCOL.5) Tvi.:e [GPM) Rate (lr1./hr.) Pressure 1 1 2,225 G.G½ Parki 11g Lot Feri meter Pia 11ter Low Sprinkler 16 0.60 3:J psi 1 l 4,364 7.0½ Parking Lot Perimeter Planter Low Sprinkler 17 0.6U 30 psi 1 3 2,36:~ 7.0% Parki 178 Lot Peri meter Pl,1 nter lm'J Sprinkler l7 0,60 JU psi 1 1 2,361] -; .0% Parking Lot Perimeter P!,rnter Low Sprinkler 17 0,6U 30 µsi . 1 5 2,225 6.6½ Pa rki r:g Lot Peri meter Pl;., .·1ter Low <;prinkle0 lG 0,60 30 psi Trees 6 0 0.0½ S11pplernen@l Tre1: 811b~leVi Low 8ubblcr 3 3.00 30 psl 1 7 2,225 6.6% Parking Lot Perineter PIJ 11ler Low Spri 11kler 16 O.GO 30 psi 1 8 2,36<'.. 7.0}{, Pa rkirie Lot Perir:1eter Pia 11ter Low _ SJ.lri nkler 1/ 0.60 30 po,i 1 ' l,111~ 3.3% Par kl ng Lot Perimeter 1-'la 11ter Low S1-1I nkler 8 O.fiO 30 p~i 2 10 1,866 5.5% PFJrkil)g Lot Pl;, 11ters Med Dri:, Line 13 o.ou 30 po,] "".':ees 11 0 0.0% s1pplemcnml Tree B11bble:-~ Med Bu:Jbler 5 3.00 30 psi 2 I 12 I 1,093 '.:l.1% Par ki 11g Lot ;:: l,rn ter s Med Ori;: Line g 0.50 3U psi __ ., ____ Trf'f'~ 1.1 0 0.0% S11pplemental Tr~e Bil bbl er~ 1\-~ed BuCbler 1l 3,00 30 po,i 2 14 2,016 6,0':-f, Pdrkillf. Lot Plartero, /V.ed Drip Line 14 O.GO 30 psi frees 15 0 0.0% Supplement'l I Tr~ Bubb!ers /V,ed l!ubbler 1l J.UU 30 po,I --- 2 16 1,710 I 5,l'/2 Parking Lot Fl,:intcrs Med D:-ip Line 12 0.50 30 psi -- Trees 17 0 0.0% Suppler:11;11r,;,I TI«<! Bc1bl!l1;rs M0:c Bubbler p 3.::::o 30 psi ------ ' 18 1,102 J.J½ Bio Basin Sprinklers Low· swinkler 11 0.60 30 psi 6 19 502 l.T.Yc Bio B;isln Sprinklers Low Sµr i 1.klt!r 9 0.60 30 psi 3 lO 601 1.8% Bio BA~in Sprinklers Low Sprirkler 6 0.60 30 psi 3 21 1,lUl 3,3'½ Bi::i Ba.sin Sprinklers LC\',' Sprir,kle1r I 11 0.60 30 psi 3 22 1,102 3.3~'o Biu B,;~i II Sµdr.kl«rs Lev,· Sprinkler 11 0.60 30 psi 4 2] 1,608 4.8% Bio Bas.n Sprinkle?rs Med Sprinkler la 0.60 30 psi - 4 24 1,693 5.0% Biu Bas 11 Sprinklers Med Sµr i r1kli.!r 13 0.60 30 psi 4 25 1,609 '1.3% Bio Bas n ':prinklers Med Sprinkler 18 0,60 30 psi 11:~ii;',16.r&lr. :f[J;psA.~ . ,r ,.,,,~-~.-~""*-IQ0m,,, Peak Flo,n = 13 '--R_cfe_,e_c_ce_Ev_a~po_n_,rn_s~pi _ra_tio_n~(ET_o~I ____ 4 7.u,__,__i: EC-'"5::.:T_:O::_F ::_:El:::CA.:.:M::_1 N.:.:O:..:.R:::EA.::L'--1 -l-"-'MA;.:Wc.:A.:.._0_.:cEl:::o::_X .:.;O ·::..:62:..:.Xccl l::.:0.4.:.:5:..:.X;.:LA.2H_.cO:.c.Sc.cS.:.cX.:.;SLA'-'I"-] -l I . . I lrrie;FJtion ' - H·tdrozone .\JumOer Hll HZ2 H23 H2' Recycled Wntcr Use Edible Plant Arats Recreational Areas POTABLE TO RECYCLED WATER f'777I EXISTING POTABLE IRRIGATION TO BE LLLL'.J CONVERTED TO RECYCLED IRRIGATION Pldr1t Factor iPF'1 O.:lO o.so O.:lO 0.50 i::sti mated Total mention Effic.ienc'( r'v'.etr.od 11 , lEJ 1...,1ndscape Area (sq. ft.] (PF/IE) X MC,1 W;iter use IETVv'Ul Sprir,kler Drip Line Sprin:-.:ler Sprln:<lcr REGULAR LANDSCAP;; .A.REAS 0.75 DAO 17,21]5 G,898 SLA 0.80 0.63 6,685 4,178 SLA 0.7S 0.110 /\,809 SLA 0.75 0.67 '1,915 3,277 Toter! 33,6:::i,I 16,276 SPECIALLANOSCAPI:: Al-',i:::A5 1 33,654 1 0 1 0 Total 13,654 33,6S4 0 a 9Rll,fi7R 0 APPRO\/ED FOR PLANTING ONLY, INCLUDING PR[CISE LOCATI01\J OF PLANTING AREA. 11 AS BUILT 11 RCE __ _ EX:=>. ___ _ DATE REVIE\./ED BY, INSPECTOR DATE f-----------------+---+---+----+----1 I SHsEET I L___c_r_TY o F' 1------------------------t------t-----t----t-------t ====--=======P::::LA:::::N:::::N::::IN::::G:::' :=D::::IV::::IS:::l:::ON:=====~ CARLSBAD 1--------------------------+---+-----t-----t-----t LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA BALLROOM PARKING EXPANSION HYDROZONE PLAN ' -----------------------+---+------1------1---1 I A_P_P_R_o_v_E_D_: __:&k::....0::---=:.=~c...,1, d."""'"'--":-:_ __ _ ,--/~ PLANNING OWN BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION DATE INITIAL DATE INITIAL O11-IER APPROVAL CITY APPROVAL CHKD BY: LPC2025-0001 514-6M RVWD BY: --\ I \ I \ \ NORTH 0 20 40 FT SCALE 1" = 20 FT. PS PROJ. NO. 240101 11 PLANNING I .· SYSTEMS • ••II September 3, 2025 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE LA,'390:J POLICY AND PIWCESSING ENVJRON~ENTAL MITIGATION 15:::JO FARADAY AVF':NUF., SUITF. 100, CARLSBAD, CA 92000 (n;u) 9::11-0"/80 '" FAX (760) 931-6744 • in!o®ple.nningsystems.net Elcpir<ltlon Date: 12-Jl-25 q TALL SHRUBS I SHRUBS- ... TECOMA STANS _/ AGAVE 'NOVA' ,,./ . ,/-q9 CYCAS REVOLUTA _., Ci) SALVIALEUCANTHA @ LIGUSTRUM J. 'TEXANUM @ STRELITZIA REGINAE COMMON NAME YELLOW BELLS BLUE FOX TAIL AGAVE SAGO PALM MEXICAN BUSH SAGE TEXAS PRIVET BIRD OF PARADISE LILY OF THE NILE YELLOW DAYLILY SIZE 15 GAL 15 GAL 15 GAL 5 GAL 5GAL 5GAL 1 GAL 1 GAL QTY. 21 9 7 67 10 82 32 123 251 246 93 93 COMMENT SPACE AS SHOWN SINGLE TRUNK ONLY SINGLE TRUNK ONLY SPACE AS SHOWN 5'OC WUCOLS IV WATER USE CATEGORIES L (LOW) VL (VERY LOW) M (MODERATE) L (LOW) M (MODERATE) 5' OC (ROWS 3 FT. APART) M (MODERATE) 8' oc VL (VERY LOW) 8' oc L (LOW) B'OC M (MODERATE) 4'OC L (LOW) 2' O.C .. (740 S.F.) MIX M (MODERATE) IN ROWS RANDOMLY M (MODERATE) CLUSTERED FIELD SEDGE 4" POTS 0 12" O.C. (416 S.F) L (LOW) WESTERN MEADOW SEDGE PLUGS 3,630 14" O.C. (4,640 SF.) M (MODERATE) EXISTING TREES TO REMAIN SYM. LATIN NAME COMMON NAME QTY. WUCOLS IV WATER USE CATEGORIES E1 PHOENIX SP. DATE PALM 6 L (LOW) E2 SHINUS MOLLE CALIFORNIA PEPPER 7 VL (VERY LOW) E3 CALLISTEMON CITRINUS LEMON-SCENTED BOTTLEBRUSH 3 L (LOW) E4 PINUS TORREYANA TORREY PINE 2 L (LOW) E5 SCHINUS TEREBINTHEFOLIUS BRAZILIAN PEPPER 6 M (MODERATE) E6 LOPHOSTEMON CONFERTUS BRISBANE BOX 8 M (MODERATE) TOTAL TO REMAIN 32 -EXISTING PLANTING TO REMAIN -EXISTING POTABLE IRRIGATION TO BE CONVERTED TO RECYCLED IRRIGATION NOTE: ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FT ABOVE THE ADJACENT TOP OF CURB. -EXISTING PLANTING TO REMAIN -EXISTING POTABLE IRRIGATION TO BE CONVERTED TO RECYCLED IRRIGATION APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIE\-/ED BY, INSPECTOR DATE 1-----------------------t-------l---+--+----I I SH9EET 11 ~==-':· =====::::P:=LA':::'N::':N::::l:::::N:::::G:::::D::::IV:::::l:=Sl::::O:::::N=====::'. CITY OF CARLSBAD 1------------------------t----t-------t------t---t LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA BALLROOM PARKING EXPANSION PLANTING PLAN f----------------+---+------J---t----11 APPROVED: t;__a ~ PLANNING &Ji OWN BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL CHKD BY: LPC2025-0001 514-6M RVWD BY: D SHRUB PLANTING -TURF/ PLANTER NOTTO SCALE SOD EXPOSED '2; ,-1-\ SOIL n-1--{, l 3" DEEP MULCH PER PLANTING NOTES (AVAIL FROM EL CORAZON, OCEANSIDE, MOISTEN AFTER PLACEMENT WHEN IN _( 1) TU RF c' \-\ c:, BERM TO 3" TALL ON SLOPES NO BERM ON FLAT SITES ExIsTINGl c~j, &,_J._) TURF O , Oc:c 1l1lt11lt1,l,l1li11 ,12:®!lf""l (_ FERTILIZER TABLET PER NOTES, PLACE -11111-, , ~tlltl INSOILAT1/30FPITDEPTH II i Y, , , )~ 111 ==Ill -PLANTING PIT-SHALL BE TWICE AS ::'.□"LLL'-"~----~•---=~ (11111 ___ WIDE AND AS DEEP AS ROOTBALL. '., , ~ SEE NOTE #9 FOR BACKFILL MIX /~r-----ONLY FOR SHRUBS FAILING DRAINAGE TEST: DIG PIT 12" DEEPER THAN ROOT BALL AND BACKFILL WITH AMENDED SOIL. NOTIFY L.A. OF HOLES NOT DRAINING PRIOR TO DIGGING A DEEPER PIT. C0'-_S_H_R_U_B_P_L_A_N_T_IN_G_-_S_L_O_P_E _____ N_O_T_To_sc_A_LE -SLOPE 11 MAX. AT REAR OF PIT, COVERED W/ EROSION CONTROL FABRIC DURING ESTABLISHMENT 3" DEEP MULCH PER PLANTING NOTES .--:~_-n1. (AVAIL FROM EL CORAZON, OCEANSIDE, t ~ ? MOISTEN AFTER PLACEMENT ~ ;--' ',, BERM TO 3" TALL ON SLOPES ~ c;_,,_"l\_, _) NO BERM ON FLAT SITES -O )vfo,, <',II~ _, ___ l_, -SLOPE 1:1 MAX. AT FRONT OF PIT, COVERED _ 11111:::::: W \ II'!\, W/ EROSION CONTROL FABRIC DURING _ loll I 1!®11•~ ::;~:;::~:::" em ,o.eseCAoe N t00; IN SOIL AT 1/3 OF PIT DEPTH ~ -~<LL'-'--'-~~""" PLANTING PIT-SHALL BE TWICE AS WIDE AND AS DEEP AS ROOTBALL SEE NOTE #9 FOR BACKFILL MIX ONLY FOR SHRUBS FAILING DRAINAGE TEST: DIG PIT 12" DEEPER THAN ROOT BALL AND BACKFILL WITH AMENDED SOIL. NOTIFY L.A. OF HOLES NOT DRAINING PRIOR TO DIGGING 0f--_G_R_O_U_N_D_C_O_V_E_R_&_C_O_L_O_R_P_LA_N_T_I N_G ___ NO_T_T_O_SC_A_LE B e, e, SQUARE GROUNDCOVER TO BE PLANTED FROM FLATS, CUTTINGS, LINERS, 4" POTS OR 1 GAL CONTAINERS PER PLAN. PREPARED SOIL-SEE NOTES #9, AND #10. MULCH GROUND COVER 2" DEEP PER PLANTING NOTE# 15. REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATIONS ~00® Sf'A~IN'.G 0 0 {) © {) © 0 ® GI ill TRIANGULAR SQ.FT. PLANTS WILL COVER 4" 6" 8" 1 O" 12" 15" 18" 24" 64 PLANTS 7 SQ. FT 16 28 45 64 100 144 256 100 PLANTS 11 SQ.FT 25 44 70 100 155 225 400 TREE PLANTING -TURF/ PLANTER NOTTO SCALE TREE STAKE TREE It) ~ PREVAILING WIND SOD EXPOSED SOIL WHEN IN TURF 2" DIA BY 10 FT. PINE LODGE POLE STAKE, CINCH-TIE WI GALV NAIL (BY VIT); USE 4 PER TREE. (DO NOT STAKE PALMS) MULCH PER PLANTING NOTES 3" DEEP MIN. COVER. MOISTEN AFTER PLACEMENT MULCH TREES OR TURF IN 4 FT. DIA CIRCLE PLANT PIT 3" DEEP WATERING BASIN IN PLANTER. NO BASIN ON TURF. :11-~-ONLY FOR TREES FAILING 24-HR. DRAIN TEST: 4" DIA PERFORATED PVC PIPE W/ FILTER FABRIC & CAP INSTALLED IN 6" DIA HOLE. SURROUND WI 3/8" CRUSHED GRAVEL DEPTH: 2 FT. BELOW ROOT BALL MIN. PLANT PIT-2x WIDTH, & EQUAL"., DEPTH OF ORIGINAL ROOT BALL NOTE: STAKE ALL 15 GAL 24" & 36" BOX TREES C TREE PLANTING -SLOPE NOTTO SCALE -1 :1 MAX. SLOPE@ REAR & FRONT OF TREE PIT, COVER WI EROSION CONTROL FABRIC DURING ESTABLISHMENT r; TREE STAKE STAKE ALL 15 GAL, 24", & 36" BOX TREES _,,-c,(~_ ;,/"1-~TREE :r-'(-,/ 1.F n. 0 ' ' i' \ l l;, e -e t-PREVAILING WIND !' -~ .! '-'-,-,) 2" DIA. BY 10 FT. PINE LODGE POLE STAKE Z , J'c';, ~ ° CINCH-TIE W/GALV NAIL (BYVIT); USE 4 2 '--''-. 0 -c/(./f;:;:,-::," 0 PER TREE. (DO NOT STAKE PALMS) _ ~-•VI go oc, <D -11 n MULCH PER PLANTING NOTES, 3" DEEP <O " ¼MIN COVER. MOISTEN AFTER PLACEMENT ' l MULCH TREES OR TURF IN 4 FT. DIA CIRCLE 4" WATERING BASIN ON SLOPE. NO BASIN ~-©f-, _ , REQ'D ON TURF. _JITT)[ t,1 '" \, c,lt i'=.----------i~~~l~~~R1iJAi~Ep~;6~P~~TES, PLACE ~11111 1, 11 ~ : L sill ! : 1,'".,AMENDED SOIL BACKFILL PER NOTES l=tttll , ,-: [ill !fil__~ PLANT PIT-2x WIDTH, & EQUAL z 1111F '1= I : ,,,1 DEPTH OF ORIGINAL ROOT BALL 2 illl11111· _:_ I ~111111lll_ I -•-I--,,________ ONLY FOR TREES ON SLOPES(> 3:1 SLOPE): ~ +---2 BUBBLE RS PER TREE, IN 4" PERFORATED = = 1,-PVC PIPE FILLED WI 318" CRUSHED GRAVEL ,I PLANT Pl~--} ONLY FOR TREES FAILING 24-HR. DRAIN TEST: f 4" DIA PERFORATED PVC PIPE WI FILTER PLANT PIT-2x WIDTH, & EQUAL\ FABRIC & CAP INSTALLED IN 6" DIA. HOLE. DEPTH OF ORIGINAL ROOT BALL SURROUND W/ 3/8" CRUSHED GRAVEL DEPTH: 2 FT. BELOW ROOT BALL MIN. PLANTING NOTES 1 THE PLANTING PLAN IS DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, CONTACT GOLF COURSE DESIGNER (G.C.D.) OR LANDSCAPE ARCHITECT (LA), TO APPROVE ALL LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE G.C.D. OR P 3. LA IF SUBSTANDARD IN SIZE, QUALITY, OR HEALTH. 4. PLANT COUNTS ARE PROVIDED FOR CONVENIENCE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS. 5. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREA SOIL SHALL BE PROPERLY MOIST PRIOR TO PLANTING. 6. CONTRACTOR SHALL MAINTAIN A MIN. 2% DRAINAGE AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. FINISH GRADES SHALL BE SMOOTHED TO ELIMINATE STANDING WATER PROPER DRAINAGE MUST BE MAINTAINED DURING ENTIRE CONSTRUCTION PROCESS. 7. CONTRACTOR SHALL COMPLETELY CONTAIN ALL EROSION USING STRAW WATTLE, SILT FENCING OR OTHER MATERIALS AS NECESSARY. 8. PRIOR TO PLANTING CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS, THEN HE SHALL RAKE AND FINE GRADE ALL PLANTING AREAS. 9 FOR BID PURPOSES, THE STANDARD SOIL AMENDMENT FOR TURF, GROUND COVER & SHRUB PLANTING AREAS TO BE CULTIVATED INTO THE TOP 6'' OF SOIL PER 1000 S.F.: 4 CU YDS. "HUMIC COMPOST" (FROM EL CORAZON, OCEANSIDE), 20 LBS. AGRICULTURAL GYPSUM; 10 LBS. of COMPLETE FERTILIZER WITH MICRONUTRIENTS. 10. FOR BID PURPOSES THE BACKFILL MIX FOR TREES ANO FOR SHRUBS 5 GALLONS AND LARGER PER 1 CU. YD OF NATIVE SITE SOIL SHALL BE: 20% "HUMIC COMPOST (EL CORAZON, OCEANSIDE, CA); 12 LB. AGRICULTURAL GYPSUM; 2 LBS. 12-12-12 FERTILIZER. 11. Per MWELO FOR ALL LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGAINC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING 12 Per MWELO PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION 13. Per MWELO THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MTERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 14. TREES AND SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH 21 GRAM BEST TABS 20-10-5 AT THE FOLLOWING RATE: 1 GAL= 1 TABS, 3 GAL=2 TABS, 5 GAL= 3 TABS, 15 GAL=5 TABS, 24" BOX=8 TABS, 36" BOX0 10 TABS; 15. GROUND COVER SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH 7 GRAM BEST TABS 20-10-5. ONE PER PLANT 16. ANNUAL COLOR BED PREPARATION FOR SPRING/ SUMMER TILL 4" DEEP INTO SOIL, 14-14-14@ 2LB/1000 S.F, 5-3-1 GROW POWER PLUS@ 50 LB/1000 S.F., AND SUBDUE GRANULAR @ 6-30 OZJ 1000 S F. 17. ANNUAL COLOR BED PREPARATION FOR FALL/WINTER: TILL 4" DEEP INTO SOIL, 6-6-24@ 10 LB/1000 SF., 5-3-1 GROW POWER PLUS@50 LB/1000 SF, AND SUBDUE GRANULAR @6-30 OZJ 1000 SF. 18. TREES, SHRUBS, AND GROUND COVER IN PLANTERS (EXCEPTING BARRANCA AREAS), SHALL BE TOP DRESSED WITH MULCH: TREES 3" DEEP, SHRUBS 3" DEEP, AND GROUND COVER 2" DEEP. ALL MULCH USED IS AVAILABLE FROM EL CORAZON, OCEAN SIDE, UNLESS DIRECTED OTHERWISE BY LA PROVIDE SAMPLE FOR APPROVAL TO CITY INSPECTOR PRIOR TO DELIVERY TO SITE. MULCH FOR ORNAMENTALS SHALL BE "AG-GRIND MULCH"; MULCH IS NOT REQUIRED FOR SLOPES PLANTINGS 19. DOUBLE STAKE 15 GALLON, 24" AON 36" BOX TREES (EXCEPT PALMS). NO STAKES ARE REQUIRED FOR 48'' AND 60" BOX TREES. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF WARRANTY PERIOD. 20. VERIFY TREE PIT DRAINAGE WITH 24-HR_ WATER FILL TEST PRIOR PLANTING. ONCE PIT IS DUG, WATER 5" DEEP SHALL BE INTRODUCED INTO PIT PIT MUST DRAIN ENTIRELY IN 24 HOURS. ALL TREES NOT DRAINING SHALL BE INSTALLED WITH 4" PERFORATED PVC PIPE TO ASSIST DRAINAGE THROUGH HARDPAN OR COMPACTED EARTH, INSTALLED PER TREE PLANTING DETAIL. PIT MUST DRAIN W/IN 24 HOURS OR A NEW HOLE MUST BE EXCAVATED AND ALSO TESTED FOR ADEQUATE DRAINAGE CONTACT LA FOR ADDITIONAL DIRECTION FOR PITS NOT DRAINING. LA MAY WAIVE TREE PIT DRAINAGE REQUIREMENT BASED ON SOIL TEST RESULTS 21. PLANTS SHALL NOT BE PLACED WITHIN 12" OF SPRINKLER HEADS 22. SHRUBS AND TREES SHALL BE UNOERPLANTED WITH GROUNOCOVER AS SHOWN BY ADJACENT PLAN SYMBOL. 23. GROUNDCOVER SHALL BE PLANTED USING TRIANGULAR SPACING AS PER GROUND COVER DETAIL. 24. POST-PLANTING FERTILIZING WITH 9-9-9 SHALL BE BE PERFORMED BY CONTRACTOR AT 30 AND 90 DAYS AFTER PLANTING. 25. CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR NINETY (90) DAYS AFTER ACCEPTANCE OF INSTALLATION. ALL WORK SHALL BE KEPT CLEAN, WATERED AND WEED-FREE. ALL PLANTS DEEMED DEAD OR DYING BY THE LA MUST BE REPLACED BY THE INSTALLATION CONTRACTOR DURING MAINTENANCE PERIOD AT INSTALLATION CONTRACTORS EXPENSE. 26. LANDSCAPE CONTRACTOR SHALL WARRANTY ALL PLANTS INSTALLED AS FOLLOWS· TREES FOR 1 YEAR, SHRUBS FOR 1 YEAR. GROUND COVER FOR 1 YEAR, ANO COLOR FOR 90 DAYS. 27. CONTRACTOR SHALL INFORM LA PRIOR TO INITIATING WORK. INSPECTIONS FOR PROJECT ARE AS FOLLOWS: WHEN PLANTS ARE SPOTTED, AT COMPLETION OF INSTALLATION, AT 80 DAYS AFTER INSTALLATION IS ACCEPTED AS COMPLETE, AND AT 1 YEAR FROM ACCEPTANCE. 28. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING a) ORGANIC MATTER CONTENT; b) N, P, K; c) pH d) EC; e) SOIL TEXTURE (SILT, CLAY, SAND); f) RECOMMENDATIONS FOR AMENDMENT LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION ANO SHALL BECOME PART OF THE APPROVED PLANS. 29. VINES SHALL BE SECURED TO ADJACENT FENCES, POSTS, WALLS, OR OTHER STRUCTURES USING VINE TIES. 30. ALL EROSION CONTROL MATTING WILL BE STRAW MATTING. JUTE MATTING WILL NOT BE ALLOWED. 31. TREES WITH THE MAIN LEADER REMOVED SHALL BE REPLACED WITH APPROVED TREES. 32. ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY PER LANDSCAPE MANUAL REQUIREMENTS. 33. TREES PLANTED WITHIN 5 FEET OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY. PS PROJ. NO. 240101 September 3, 2025 --·-· II PLANNING I SYSTE_\!S LAND USE / COASTAL l'LANKJNG LANDSCAPE ARCIIITECTURC-L,\/)0900 POLJC'! AND PROCEJ31NG 12 31 2B E: N VI RON ME.t,.; TA:.. .'v[iTI8 A':'I C N 15:JO F.!1RADAY AVtN'....IL :3Ul'I'E 100, CA"'i:LCH,AD. CA 9200"! (760) 931-0·,ao • FAX C'OU) IJ:::ll-574-1-• info@µlanrcingG_yc;t<>ms.net Expiration uate: 12-31-26 EROSION CONTROL/ MWELO NOTES: 1. Slopes 6: 1 or sleeper requiring erosion control measures as specified herein shall be treated with one or more of the lUllowing planting stan<l,u-Js: a. Standard II l -Cover Crop/ and Erosion Control Matting: Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, ~mci/or \Viki tlowcrs. Submit the specific seed mix for City approval prior lo application. The cover crop shall be applied at a ratt: -,ullicient LU pruvicle 90% coverage \.Vilhin lhirty (30) days. The type of erosion control matting shall be as approved by the city and at1ixed to the slope as recommended by the manufocturer. On slopes 3 feet or less in vertical height where adjacent to public walks or streets: When planting occurs between August 15 and April 15, erosion control matting shall be required. During the remainder ufthe year, the cover crop and/or erosion control matting may be used. b, Standard /,'2 -Ground Cover One hundred (100%) percent of the area shall be planted \Vith a groundcover known to have excellent soil binding characteristics (planted from a minimum size of ilatle<l material and spaced tu prnvidi.:: full coverage within um:: year.) c. Standard #3 -I.ow Shrubs Lo\v spreading woody shrubs (plan1cd from a minimum of I-gallon containers) shall cover a minimum of seventy (70~1,J) percent of the slope face (at mature size). d. Standard #4 -Trees and/or Large Sh cubs Trees and/or large shrubs (planted from a minimum of I -gallon containers) shall be installed at a minimum rate of one (1) plant per two hundred (200) sy_ uare l~et. Slopes -6: I or steeper rind: a. 3 feet or less in vertical height and a,Uaccnt to public walks or streets require at a minimum Standard# l (cover crop or erosion control matting). b. J feet to 8 fret m vertical height require Standard ff 1 (erosion control matting shall be installed in lieu of cover crop), #2 an<l ft-3, c, (n ,Ace,s ul'8 J'ecl in vertical height rcqnire Standard #1 (erosion control malling shall be inslallccl in lieu uJ'cover crop), i/2, 113 and /14, Areas graded flatter than 6:1 require a cover crop per Standard #1 with temporary irrigation \Vhen they have one or more of the fol10\ving conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A poli:nlial erosion problem as detennined by the city. c. fdenti tied hy the City a.:.; highly visible areas to the public or have special conditions that warrant immcdinte treatment. 2. All slope planting areas shall be planted to meet the slope revegetation standards of the landscape manual (as per note l above). Any slope areas newly graded, or slope area~ lacking vegetation shall be filled in to meet the shmdards. 3. Per the new state MVVELO: ror landscape installations, compost at a rate of a minimum of four cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of six inches into the soil. Soils with greater than 6~~i organic matter in the top 6 inches of soil are exempt from adding compost and tilling. 4. Per the new slate .L\-1\VELO: Prior to plw1ting ufauy malerials, compacle<l soils shall be transfonned to a friable condition. On engineered slopes, only amended planting holes need meet the requirement of this section. 5. Per the ne\v slate M\VELO: The application of orgauic mukh rnali:.!ria!s made from recycled or post-consumer materials shall take precedence over inorganic materials unless recycled or post-consumer organic products are not locally available. 6. A minimum of of 3 inches of organic mulch shall be added in 11011-tmf and non•hyJrosseded planling areas wilh slope::-; less skep than 3: 1 lo cover the soil surface completely. APPRO\/E0 FOR PLA1~TING ONLY, INCLUDING PRECISE LOCA Tl or,~ OF PL.Ai\] Tl I\J G AREA. "AS BU I LT" D.',TE RF\/IFWFD 'W, IN'.'lPF'C:TOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA BALLROOM PARKING EXPANSION PLANT NOTES & TYPICAL DETAILS l----+------,--------------+---+--1----+------i 1' _AP_P_R_o_vE_□_= ~V!.'----<,.=ff~-,u=~,/----~------#«:t.~~V:-~ 1----+---+-------------------+----+---+----+=-----_ PLANNING 7 DATF INIIIAL DESIGNER OF WORK! ---------------j---+----+------........ . DATE REI/ISI0\i DESCRIPTION DATE INITIAL OTHER APPROVAL INITIAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY, PROJECT NO, LPC2025-0001 DRAWING NO, 514-6M I