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HomeMy WebLinkAboutDWG 415-9P; CT 97-13; CARLSBAD OAKS NORTH; 01-10Landscape Construction Documents for: ENTRY MONUMENTATION@ STATION PT. 38+25.6 CITY H!GHWA PACIFIC OCEAN V. CITY OF ENCINITAS VICINITY MAP NO SCALE X ; I 7 / ' I \ ! ' ~5/T£ q.O'rO CITY OF SAN MARCOS I I C,ARL513AD OAKS EAST Dv-4G. #,218-5 -·••¼-:,t~::. -~-'. .. :::.·~.;:::, ;; ~ .. ·--·~-~ , u :.~-~ : • ">. ... .:::·~. : .. ; .. ~: A. GENERAL NOTES INSPECTION PROCEDURES: N.T.S. INSPEC,TION OF THl\~~OJEC,T SHALL BE PERFORMED BY THE ~~r~,~~~c-1rit.f~JiW m:~H~st~~ur.~1tJtl~tit1iT-INSPEC,TIONS AND REQUIRED SUBMITTALS. ~Lifr~i&°,fLtEJbi11~ t~fV~INffAt~~~t~it:ttiJz8~PLETED BY SIJBMITTING THE "FINAL LAND5GAPE C.ERTIFICATION FORM." A REGUEST FOR A FINAL LAND5GAPE IN5PEC,TION BY THE C,ITY MUST ALSO ElE MADE BY C,AL~~~i$.llfA~~~ififi~rt.i-kg4:FORM. FAX TO, 160-444-~43. LAND5GAPE IN5PECTION REGUEST PHONE LINE, 160-602-4602. ALL IRRIGATION BACKFLOl'i FREYENTERS SHALL BE TESTEV BY A C,ERTIFIED TESTER AND RE5ULT5 MUST BE GIVEN TO THE C,ITY AND THE C,ARl.5BAD MUNIC,IPAL r'lATER DISTRIC,T. PIPE BETl'iEEN THE METER AND BACKFLOl'i PREVENTER SHALL BE "5GHEDULE K HARD C,OPPER.' APPROVED C,ONTRACT BACKFLOl'i TESTERS CAN BE FOUND ON THE CITY l'iE6 51TE AT l'll'li"i,GI.Garlsood.Ga.vs/pdfdoG.html?pld=;l40 6. INSTALLATION CONSTRUCTION SCHEDULE PRIOR TO 5TART OF GRADING, THE APPLICANT OR APPLICANT'S AGENT 5HALL OBTAIN CITY APPROVAL OF A WN5TRIJC,TION 5GHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE 5GHEDULE SHALL SHOl'i TIMING OF CONS~TION OF FREESTANDIN'8 RETAININGtANP CRIB HALLS IMMEDIA AFTER ROUGH GRAPIN A5 EAc,H OCATION 15 ~/sd~'ti~~~ AND PLANTING SHALL TARE PLACE A$ IRRIGATION . INSTALLATION OF IRRIGATION A5 5HOYiN ON THE APPROVED PLANS SHALL C,OMMENCE YilTHIN 10 DAYS OF THE TIME f'IHEN EAC,H AREA 15 BROUGHT TO GRADE A5 SHOf'lN ON THE APPROVED GRADING PLANS. r'lATER SERVICE {POINT OF CONNEC,TI01'() INSTALLATION, TEMPORARY OR PERMANEN,;. SHALL BE IN PLACE TO COINCIDE l'ilTH PLANTING TIMING SPECIFli:D IN 5EC,TION IV.E.9-1, 4 5EC.TION V. PLANTIN~ PLANTING AND IRRIGTION FOR THE SLOPE AREAS SHALL BE ~1k~f~tl:\~J-Fr?~1t~?i~1s~~LfJTro~r ~~~l~J~1N / / / / / ADL PLANNING --- ASSOCIATES __ _ L.AND PL.ANNING IJ>..NDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (16~721-8637 FALD6D)l29-8!2' DATE: 5-:21:l-01:l JOB NO: :209:22 SCALE: NIA DRAWN BY: SM SHEET NO.: I OF 10 SHEET INDEX: SHEET 11, 2 3 4 4 5 6 4 1 e, ~ 10 DEC.LARATION OF RESPONSIBLE C.HARGE I HERE6'r' DEC,!.ARE 1l1AT I AH THE 1.AND¼APE ARC-Hl'ffC,T Of Y-IORK FOR THIS f'ROJEC,T, THAT I HAVE EXERC.I51:0 RE5PON5I131..E CHARc,f OVER THE DESl1:1N OF THIS PROJEC.T AS DEFINED IN SEC,TION f,106 OF 61.15INE55 AND PROFE5510N5 WDE AND THAT THE DESl1:1N 15 WN515TENT V'IITH CURRENT STANDARDS. I UNDERSTAND THAT THE c;HECI< OF PROJEC,T DAAl'IINi:15 AND SPEc;lflc;ATIONS 6'( THE c;ITY OF C.ARL56AD AND THE SAN DIEl:IO C.OUNTY DEPAR11-IENT OF EHVIRONI-ENTAI. HEALTH SERVIC.ES 15 c;oNFINED TO A REVIE:11 ON!.'( AND DOES NOT RELIEVE i"E, AS LAND5c;Af'f ARC-HITEC,T Of WRK, Of M'r' f<J:5PON5I6ILITIE3 FOR PROJEc; T DESIGN. THESE PLANS HAVE 13EEN PREPARED IN 51A3STANTIAL WNfORMAHC,!: V'IITH THE APl'ROVEP LAND!ic;Af'f WNCEPT PLAN, ,-.0.li:R WNSERVATION PLAN, FIRE !:WPRESSION PLAN, AND ALL WNDITIONS OF Af'Pf<Ov Al. REI.A TED TO LAND!ic;APING. AOL Pl.ANNIN/$ ASSOC/A TES ING. fl~ ;2q7" STATE 51REfT, SUITE c; CAR!.SSAD, CA q:,ooa ADDRESS ANTHONY' D. LAl'ISON l.ANDSCAPE ARC,HITJ:!;T (1t>O) 12~-!>~~1 l· :JI-~ PHONE SIG DATE REVISIONS MUST Elf APPROVED 6'( Pl.16LIC HEAL 7: ENGINEER, PLANNING DIREC,TOR I DISTRIC.T ENGINEER PRIOR TO IMPLEl'-1EIMTATION FIELD. r I I I I REVISIONS MUST BE APPROVED BY PUBLIC HEALTH RV -~= .. 0 .. ENGINEER, ASST. PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. EHGINE::R '?LAN CHECKER APPROVED FOR PLANTING AND t\~~il IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DE¾RIPTION, ALIAS 11: LAND¾APE TITLE SHEET 4 GENERAL NOTES L-1 LAND5GAPE REC,YC.LED YiATER SHEET L-2 LAND¾APE IRRIGATION PLAN L-3 LAND¾APE IRRIGATION DETAILS L-4 4 L-5 LANDSCAPE IRRIGATION SPEC.IFIC,ATIONS L-b 4 L-1 LANDSCAPE PLANTING PLANS L-/:1 LAND5GAPE PLANTING DETAILS L-~ LANDSCAPE PLANTING SPEC,lflC.ATIONS L-10 DEVELOPER, TEC,Hl31LT C,ON5TRUC,TION C,ORP. 9515 KENYON STREET SAN DIEGO, CA "12110 (bl"!) 229-lbb9 LANDSCAPE ARCHITECT: ADL PLANNING A550C,IATE5, INC,. 2"11"! STATE STREET SUITE C CARLSBAD, CA "12008 (1b0) 12'"1-8b91 CIVIL ENGINEER: 0 1DAY C,ON5ULTANT5 2110 LOKER AVENUE ~EST SUITE 100 CARLSBAD,CA "1200"! (1b0) "!91-1100 "AS-BUILT " ---EXP. ___ DATE REVIEWED BY: INSPECTOR DATE ;. -· CT[] CITY OF CARLSBAD ITr] PLANNING DEPARTMENT ' 1 • 0 LANDSCAPE TITLE: • e;,E;NERAL Nores FOR, CARLSBAD OAKS NORTH ENTRY MONUMENTATION ® STATION PT. 38+25.6 I PLANNING t1--.:e 1 4r · ~4:-t•t", •Q"' I DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: CT97-13 CITY APPROVAL RVWD BY: 415-9P _c ::c -~ u1 z I ~~ ; - ~ ~ -0 I _J GENERAL NOTES REC.YC.LED ~TER NOTES. I. ALL l"lORJ< 5HAl.l. BE DOI£ IN AGGORPANCE l'IITH Tl£ CARl 5BAD MMICIPAL l"lAlcR DIS'TRICT'S 'CARLSBAD~ 4 RE6ULATIONS FOR CONSmJC.TION OF REC(CLED l"lATER MAINS' DATED OCTOBER l"l'IS. 2. DRINKIN& FOUNTAINS 5HAl.l. BE PROrECTED FROM SPRA'T' OF REC'T'CLED Jl'IATER. 8E51'.-MANA6El'ENT f'!V.CTICES 5HAl.l. BE U5fD TO MINIMIZE REC'T'c.LED l"lATER ENC.ROACIH:NT' ON PUlll.lC FACILITIES SUCH AS PICNIC T"'8!.ES, BllGl'S, PLA'T'- 5ROl,l,IDS, SAND TOT l.O'TS, ETC. 9. 8E5T MANA6El'ENT f'!V.CTICES 5HAl.l. BE U5fD TO ELIMINArE OR C0Nm0L TO THE 8E5T EXTEIT P0551BLE, PONDIN&, IUl-oFF, OVER SPRA'T' AND Ml5TIN6. 4. HOSE BIBS ARE 51RICTL 'T' PIIOHIBITED 5. ON-SlrE c.R055-C,OIIEC,TIONS BCilEEN REC'T'c.LED Jl'IATER LIIES AND POTABLE l"lAlcR Lite; 15 51RICTL'T' PROHIBITED. 6. NO 51.eSTITI/TION OF PIPE MAlcRIALS 1'1ILL BE ALLOl'ED l'IITHOUT PRIOR APPROYAL OF Tl£ CARLSBAD i'IMICIPAL l"lAlcR DIS'TRICT. 1. ALL MAINLINE PIPES 5HAl.l. HAVE MRNIN& TAPE PER Tl£ CARLSBAD i'IMICIPAL Jl'IAlcR DIS'TRICT'S RULES AND RE6ULATIONS. "6. THE IRRl6ATION 5'T'STEM5 5HA1.1. Fll.o< BEiiCEN Tl£ HOURS OF 10,00 P.M. AND !\ 00 A.M. Tl£ FOLLOl'IIN& MORNIN& (SPOT IRRl6A TION c.ou.D BE DOI£ AT A 1.11Fff:Fd:N'1 TIME 1'1ITH GIUALIFIE!I SUPERVISION PER50ltEL ON SlrE) "l. f'IWVIDE A MINIMM OF AT LEAST Ill INCHES OF COVER OVER ALL 1'1IRIN6 AND PIPIN&. 10. NON-DESl6NATED USE AREAS 5HAl.l. BE PROil:C,TED FROM CONTACT l'IITH REC'T'CLED l"lATER, M1'l£R 6'T' t'IIIC> BLOl'tl SPRA'T' OR 6'T' DIRECT ~ICATION, THROl!6H IRRl6ATION OR onER APf'IWVE!I USE. LACK OF PROil:C,TION, l't£1r£R 6'T' DESl6N, CONSmJC,TION f'!V.CTICE OR S'T'STEM OPERATION, IS 51RICTl'T' PROHIBITED. II. IRRl6ATION t£ADS 5HAl.l. BE RELOCATED OR AD.JJSTED TO PREVENT OVER-5PRA'T'IN6 ON 5IDEl'1ALK5, SiREEIS, AND NON-DESl6NATED USE AREAS. 12. REC'T'CLED l"lAlcR GIUICK UU'LIN& VALVES 5HAl.l. BE OF A T'T'PE DESl61£D FOR Tl£ USE ON REC'T'CLED Jl'IATER Dl51RIBlJTION S'T'STEMS (SPIKES NOT EXCHAN6EABLE 11TH POT"'8LE GlllCK COUl"1.l:R SPIKES) PER C,,.'11 SBA,D i'IMICIPAL Jl'IATER DIS'TRICT'S ~ AND RE6ULATIONS. l:l. ME,LI<5 '5HALL BE SIZED 6'T' Tl£ CARLS6AD i'IMICIPAL l"lAlcR DIS'TRICT. 14. ALL IRRI6ATION PIPES 5HAl.l. BE STENCILED l'IITH Tt£ l'IARNIN& 'NON POT"'8LE l"lATER' OR 'REC.'T'c.LED l"lATER', COLOR CODED i'PURPLE,I AND LAID 1'1ITH l'IAANIN& TAPE AND 5TENCILIN6 ORIENTED TOl'1ARD Tl£ TOP OF Tl£ 1RENC.H PER CARLSBAD i'IMICIPAL Jl'IATER DIS'TRICT'S ~ AND RE6ULATIONS. 15. ALL POTABLE l"lATER AND REC'T'c.LED l"lATER PIPINIS SHALL BE INSTALLED 1'1ITH Tt£ 5TENCILIN6 ORIENTED TOl'IARD Tl-£ TOP OF Tl£ 1RENC.H 16. l't£N A POT"'8LE l"l,A,TER LINE AND REC'T'c.LED l"l,A,TER LINE ~1 __ Tt£ REC'T'c.LED LINE 5HAl.l. BE INSTALLED l'IITHIN A f'ROrECTIVE :o.=vc Tl£ SLEEVE 5HAl.l. EXTl:ND 10 FEET FROM EACH SIDE, FROM Tl£ CEN'!l:R LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 11. A TEN FOOT HORIZONTAL SEPARATION BCilEEN l"OT"'8LE MlcR AND REC'T'c.LED MTER MAINS M.JST BE MAINTAINED AT ALL Tli'ES. Tt£ POTABLE LINE M.JST BE INSTALLED /'i!JO'IE Tl£ REC'T'CLED LINE. Ill. A MINIMM OF 12 INCl£5 OF VERTICAL SEPARATION BETlttN 1/TILITIES M.JST BE MAINTAINED AT ALL TIMES. l"I. DEVELOPER/ CON'TRACTOR 5HAl.l. C,Ollll,(,T A c.R055-C,OIIEC,TION 'TEST AND COVERi'6E AS DIRECTED 6'T' Tl£ CAFIJ..SB,I\D i'IMICIPAL l"l,A,lcR DIS'TRICT ENISINEER AND Tl£ 5.'IN DIEISO COUNT'T' DEPAR'M:NT OF ENVl~AL ~TH PRIOR TO AN'T' USE OF REC'T'c.LED MTER 20. GIUICK UU'LINIS VALVES U5fD IN REC'T'c.LED MTER 5'T'STEM5 5HAl.l. CONFORM TO THE FOLLOl'IINIS, REC'T'c.LED l"lAlcR, GIUICK UU'LIN& VALVES U5fD IN REC'T'c.LED MTER 5'T'STEM5 5HA1.1. HAVE ACME T'T'PE THREADS (SPIKES NOT I~ l'IITH POTABLE M 1cR GIUICK COUl"1.l:R SPIKES) AND R.m..E COLORED LOCKINIS COVERS ~ 'T' ATTACIED TO Tt£ VALVE. GlllCK UU'LIN& VALVES SHALL BE NELSON NO. 1-, HMTER NO. HVIOOA-RL-lof' OR APf'IWVE!I EGllAL. 21. AN AINJAI.. C"°55 COIH:C,TION INSl'ECTION 1'1ILL BE DOI£ 6'T' EIT\£R CARLSBAD i'IMICIPAL MTER DISTRICT OR 5.'IN DIEISO COIMT'T' DEPAAT1'£NT OF ENVl~AL ~ TH. COPIES OF INSf'ECTION ~IS l'IILL BE F~ TO Tl£ NON-INSf'ECTINIS PAAT'T'. •22. DEVELOPER SHALL SHOl'i ~'T'c.LED l"lAlcR DO NOT DRINK' Sl6N LOCATIONS ON Tl£5E PLANS. "29. AN ON-SlrE ~SOR 5HAl.l. BE DE516NATED IN l'RITIN&. THIS INDIVIDUAL 5HAl.l. BE FAMILIAR l'IITH PUM!INIS S'T'STEMS l'IITHIN Tl£ PROPERT'T', 1'1ITH Tl£ BASIC CONCEl"T5 OF BACKFLOl'1/c:.R055-C,ONEC,TION PROrECTION, AND Tt£ SPECIFIC RfQJIR&El/TS OF A REC'T'CI.ED MlcR 5'T'5TEM. COPIES OF Tt£ DESl6NATION, l'IITH CONTACT !"!OE ltHlERS, 5HAl.l. BE f'IWVIDE!I TO CARLSBAD i'IMICIPAL MlcR DISTRICT AND SAN DIEISO COUNT'T' DEPAAT1'£NT OF ENVIFIOIM:NTAL ~TH. IN CASE OF EMER61:HC,'T' CONTACT, TED C.HAN<So 1-61"1-226-1666 /NAME) ilt'L.NO) OR AFTER HOURS CONTACT, FRAN RIC.HMOND I--6I"1-6Ie-e505 /NAME) (TELNO) 24. SHOl'I ALL PUlll.lC I PRIVArE POTABLE l"lAlcR MAINS ON Tl£ PLANS. 25. ON REC'T'c.LED MlcR 5'T'STEM5, ALL APFI.RT1:NANC,E (SPRINKLER t£ADS, VALVE BOXES, ETC ) 5HAl.l. BE COLOR CODED R.m..E PER Al't'IA 61JIDE Lite; AND SECTION <404<!54 OF Tl£ CALIFORNIA~ TH AND 5AFETT' CODE. 26. 'Tl£RE SHALL BE A PH'T'SICAL SEPARATION 1£iiiEEN AD..JACEl(T AREAS IRRl6ATED 1'1ITH REC'T'CLED MTER AND POT,t,BLE MTER SEPARATION SHALL BE f'IWVIDE!I 6'T' CONCRETE 51RIPS, CHAIN LINK FENCES, OR onER MEANS AS APPROvE!I BT Tl£ l"lA TER DIS'TRIC T AND D .E.H. 21. Tl£ LANDSCAPE OR IRRl6ATION CON'TRACTOR 15 TO VERIF'T' EXl5TIN6 P.5.1. AT .l:l6 SlrE PRIOR TO INSTALLIN& l.AIC>5C,APE IRRl6ATION 5'T'5TEM. VERIFICATION 5HAl.l. BE MADE l'IITH Tt£ APPROPRIArE 1"1,A,TER DISTRICT. 26. ALL REDXE!I f'lll:5all'!I: B.AGl::FLOl't ~ 5HAl.l. BE 'TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS 6'T' A CITT OF CARLS6AD APf'IWVE!I CERTIFIE!I 'TESrERS. 2"1. DEVELOPER/Ol'foER 15 RESPONSIBLE FOR 5UPPL 'T'INIS A COP'T' OF Tl£ 'TEST RE5UL TS TO Tt£ CARLSBAD i'IMICIPAL l"lATER DIS'TRICT. :lO. MlcR SERVICE /POINT OF COIH:C,TION) INSTALLATION TEMPORAR'T' OR ~. SHALL BE IN F'I..AC,E TO COINCIDE l'IITH ~N& TIMIN& SPECIFIE!I IN SECTION VA OF Tl£ CIT'T' OF CAFIJ..SB,I\D LANDSCAPE MAMJAL. • ITEMS NO. fl;l,,122,29 SHALL BE REGIUIRED .JJST PRIOR TO Tt£ ACTUAL USE OF REC'T'C MTER ITEM NO. 22, Tl£ 5l6NA6E PLAN 5HAl.l. BE A PART OF THIS I.P. M Tt£ ACTUAL 5l6NS I TA65 l'IILL BE INSTALLED .JJST PRIOR TO ACTUAL USE OF REC'T'c.LED MTER • ALL PUlll.lC AND PRIVArE POT"'6l.f MlcR MAINS INCI.UDIN& FIRE MAINS AND AN'T' MlcR l'EU.S AND PUlll.lC Jl'IAlcR COURSE51'1ITHIN Tl£ REC'T'CLED l"l,A,lcR PRO..EcT SHALL BE SHOl'IN ON Tl£ PLANS. • A PH'r'SICAL SEPARATION 5HAl.l. BE f'IWVIDE!I BC:.EEN }11'.JI\CEIIT AREAS OF IRRl6ATED 1'1ITH REC'T'CLED AND POT"6LE MTER SEPARATION 5HAl.l. BE f'IWVIDE!I 6'T' DISTANCE, CONCRETE MOl'1 STRIP OR onER APf'IWVE!I METHODS. • HOURS FOR IRRl6ATION l'IITH REC'T'c.LED MTl:R ARE FROM 10,00 P.M.TO 6,00 A.M. Tt£ HOURS FOR IF!Rl6ATION l'IITH DISIIFECTED lcRTI~ REC'T'CI..ED 1'1AlcR MA'T' BE MODIFIE!I 6'T' Tt£ LOCAL AAHORITT. IRRl6ATION OURINIS PUlll.lC USE PERIODS l'IITH DISIIFECTED rERTI~ REC'T'c.LED MlcR 5HAl.l. BE ~ Tl£ SIA"ERVISION OF Tl£ DESl6NA TED USER SUPERVISOR. IRRl6A TION l'IITH Jl'IA 1cR OF LESSER GllALIT'T' THAN DISIIFECTED lcRTI~ REC'T'c.LED MlcR SHALL BE BETlttl◄ Tl£ HOURS OF 10 ,00 P.M. AND 6,00A.M. • !lURIAL OF ALL l'IIRIN& AND PIPIN& SHALL i,e,-~ARLS6"D i'IMICIPAL MlcR DIS'TRICT'S ~ AND Rf61JLATIONS. • CONSTANT f'RE55URE REC'T'CLED MlcR Lite; 5HAl.l. C"°55 AT LEAST 'O'ELVE INCl£5 BELOl'1 POT"6LE MlcR LINES AND MAINTAIN AT LEAST 'O'ELVE INCl£5 CROSSIN& SEPARATION 1£ i ►IEEN O'llEli. UTILITIES. • IF A CONSTANT f'lll:5all'!I: MTER LINE MJ5T 1£ INSTALLED /'i!JO'IE A POTABLE MlcR LINE OR L.E55 THAN Tl'ELVE INCl£5 BELOl'1 A POT"'6l.f MrER LIN;._T1£N Tl£ REC'T'CLE!I ~~~I ~T~li5Ps,';t~+l!;~Yc SLEEVE PER Tl£ \ l '-./ I • CARLSBAD OAKS NORTH ENTRY MONUMENTATION@ STATION PT. 38+25.6 CITY OF CARLSBAD RECYCLED WATER PLAN ~ "' C-ARL5BAD OAK5 EAST .,,.., ....... / 51GNAGE NOTES Tl£ ~DELIIES FOR Tl£ USE OF REC'T'CLED MTER ARE ~ARE EASIL'T' Vi5l~IE!l~DEONntl~ll<;'f5l~5~ Y+£Rf COLOR, F'l,Wl.E 6ACK6RO.W l'IITH 81.AGK l.ETTERIN&. I. 60IDELll6 FOR FU-W FP ~ USE I. IF!Rl6A'Tt: BCi ►ttN Tl-£~ OF 10,00 P.M. AND 6,00 A.M. OHL 'T'. l"lATERIN& OUTSIDE THIS TIME FRAME M.JST BE DONE MAMJALL 'T' l'IITH GllALIFIE!I SUPERVISOR"!' PER50ltEL ON-SlrE. NO S'T'STEM 5HAl.l. AT AN'T' TIME BE LEFT LI-IA TTENDE!I DURIN& USE OUTSIDE Tl£ NORMAL SC/£DIA..E . 2. IRRl6ArE IN A MAN-ER THAT l'IILL MINIMIZE IUI-GFF, POOLINIS AND PONOIN&. Tt£ APPLICATION AArE SHALL NOT EXCEE!I Tl£ llf'ILTRATION RATE OF THE SOIL. TIMERS M.JST BE AD-1.ISTED SO AS TO BE COMPATIBLE l'IITH Tl£ LOl'£5T SOIL llf'ILTRATION AArE PRESa/1'. THIS PROCEDURE MA'T' BE FACILITATED 6'T' Tl-£ EFFICIENT 5CHE!IIA..IN6 OF Tt£ ,t,1/l'OMA TIC CONmOI.. CLOCK5, (I.E., EMPLO'T'IN& Tl£ REPEAT F\MC,TION TO BREAK IP THE TOTAL IRRl6ATION TIME INTO C'T'CLES THAT 1'1ILL P!'IOMOTE MAXIMM SOIL Af!60fl1' i ION). :l. AD.JJST SPRA'T' t£ADS TO ELIMINArE OVERSPRA'T' ONTO AREAS NOT lMDER Tl£ CONmOL OF Tt£ C.USTOMER, FOR EXAMPLE, PRIVATE PATIOS AND l.O'TS, 51REETS, AND 5IDEl'1ALK5. 4. MONITOR AND MAINTAIN Tl£ S'T'STEM TO MINIMIZE EGlllPMENT AND MAlcRIALS FAIW!E. BROKEN SPRINKLER t£ADS, LEAIG, LNRELIABLE VALVES, ETC. SHOl.lD BE REPAIRED AS SOON AS Tl£'T' BECOME APPARENT. 5. EDUCArE ALL MAINTENANCE PERSOlfEL ON A CONTlt-lJOUS B,16I5 OF TI-C l"RESEK.,I; OF ~EC/(CLE!I MrER PERSONNEL l-tlST 1£ INFORl't:D THAT Rfe"(Cl.fl? MTER 15 i"£ANT FOR ll'IRI. ~ Oil. 'T', AND IS NOT 1'l"P'/IO'IED FOR DRlltc:I116 Nll'O!xS, !:!!':!!!?,~, MSHIN&, ETC. 6IVEN Tl£ Hl6H TURNOVER AArE OF Cl"lr"LUT= IN Tl£ LANDSCAPIN& INDU5TR'T', IT 15 IMPORTANT THIS INFOR- MATION BE DISSEMINATED ON AN ALMOST DAIL 'T' 6ASl5. IT 15 'T'OU, Tl£ LANDSCAPE CON'TRACTOR ltlO 15 RESPONSIBLE FC!t EDUCATIN& EACH AND EVERY' ONE OF 'T'~ EMPI..O'T'EES. 6. OBTAIN PRIOR APPROvAL OF ALL PROPOSE!I CHAN6E5 AND MODIFICATIONS TO AN'T' PRIVArE ON SlrE FACILITIES. SU'.:.H CHAN6E5 MJ5T BE 51.eMITTE!I TO AND APf'IWVE!I 6'T' Tl£ DIS'TRICT ENISINEERIN& OFFICE AND DE5I6NE!I IN AGGORPANCE 1'1ITH DIS'TRICT STANDAADS. 1. ALL REC'T'CLED MTER SPRINKLER CON'TROL VALVES SHALL BE TA66ED l'IITH IDENTIFICATION TA65. I'.. TA65 5HAl.l. BE l'EAT\£RPROOF PLASTIC, 3' X 4' R.m..E IN COLOR 1'1ITH Tl£ l'IORDS'NJI, ~9W~fl.8r~~ ~ ON THE onER -~ r PERMANENT AND BLACK IN COLOR. USE T A65 AS MAMJFACTURED 6'T' T. CHRISTT ENTERPRISES OR APf'IWVE!I EGIUAL. e. 6. ONE TA6 SHALL BE ATTACHED TO EACH VALVE AS FOLLOl'15, I. ATTACH TO VALVE STEM DIRECTL 'T' OR 1'1ITH PLASTIC TIE-l'RAP QB 2. ATTACH TO SO!..ENOID 1'1IRE DIRECTL 'T' OR 1'1ITH PLASTIC TIE-l'RAP QR :l. ATTACH TO VALVE C,o\lER l'IITH EXl5TIN6 VALVE COVER BOLT. ALL SPRINKLER t£ADS 5HAl.l. BE IDENTIFIE!I AS REC'T'CLED l"lA TER SPRINKLER t£ADS. II. EACH ,t,1/l'OMATIC CONTROLLER AND ITS ASSOCIATED EGIUIPMENT SHALL BE IDENTIFIE!l l'IITH A Sl6N BEAAIN& Tl£ l'IORD5 W' FP ~ "QR IP!81·• IN EN6LISH AND SPANISH, TH BLACK I Hl6H ON A ~-THE Sl6N 5HAl.l. BE F'I..AC,E!I SO THAT IT CAN BE READIL 'T' SEEN 6'T' AN'T' OPERATIONS F'ERSOltEl. 1/TILIZIN& Tt£ EGIUIPMENT. llffl0IQN f'RQGEP1ft5 I. DISTRICT GQNSIBLICJIQN INSPEGTIQN SHALL INGU/DE, A. REGLIIRED 5EPAAl'.TION BC:.EEN POT>aE AND REC'T'c;LED rli'.TER LINES (HORIZONT ALL 'T' AND VERTICALL 'T'). 6. PIPE IDENTIFICATION. C. SL.EEVIN& AT C"°55IN65. N D. N'l'ROFRIArE Mi'.TERIALS AND MAAKIN65, INCLUDIN6 PROPER GIUICK COU"I..ERS. 2. DISJBIGI FINAL INSfEGIIQN SHALL INGUJDE, A. 5I6NA6E INST Al.LED PER PLAN. B. CONTROLLER STICKERS. C. TA66IN6 OF VALVES. D. COVERi'6E 'TEST AFTER COMPL.ETION OF THE SPRINKLER S'T'STEM TO~ PROrECTION OF AREA NOT APf'IWVE!I FOR REC'T'CLED Jl'IATER USE. E. ALL ASPECTS OF Tl£ IRRl6ATION CONDITIONS INCLUDIN& 1'1INDBLOl'tl SPRA'T', IUIOFF, AND PONDIN&. F. REGIUIRED PROil:C,TION OF ALL RESIDENTIAL AREAS. 5. REGIUIRED PROil:C,TION OF l'EU.5, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNEGTION 'TEST IF REGIUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CON'TROLLER. :l. AN!iJAL IHSPEGIIQN SHALL IHGI.UDE, A. A COMPLETt l~ON THAT 1'1ILL COVER A T1-IROllSH I OF THE Dl51RICT FINAL I TION. LE6END: -PRIVATE MAINLINE LOC.ATION 5HOl"IN FOR C.LARITY. fl REC.'1'C.LED ll'<AiER Sl<SN -PRIVATE MAINLINE TO BE LOC.ATED OUTSIDE PUBLIC. RIIS,HT OF Y-IAY. 1B] P.O.C.. FOR REC.'1'C.LED ll'<ATER ••••••••••••••••••■■R!:CY'CLED AATER 5J1iiEET HAIN -■-■-■-POTABLE Y\ATER SIB:EFT MAIN ----------·REC.'1'C.LED ll'<AiER IBBl6ATIQN MAIN -AREA OF ~OSED REC.YC.LED 1/'lATER USE In Or"der to C:.0.-V• l"ictM- REC'T'Cl.EP l"IA'TB'l IN USE l>O NOT Q\NO To,,,e -* \l!!!.)'f!!J.. ~ ... ~ HAND!> AFTER GONTAGTIN6 LA~ !iU5 MAHO!i ~s c::i!: ~ (Pl.Ac.ARD SIZE) 18" X Ie• SIZE .062 ALUMIIVM, .060 AB5 PLASTIC. OR STIC.K-ON YIN'T'L Sl<SNS BLACK L060 PURPLE BAc.KISROUND I" BLACK LETTERS Bh" RNIN<So REC.'1'C.LED Y'IATER DO NOT DRINK NO TOME EL MUA C-YC-LED ~TER I" BLACK LETTERS (PLACARD SIZE) I2'X Bh" 2" BLACK LETTERS .060 AB5 PLASTIC. OR STIC.K-ON VIN'T'L Sl<SN5 ALSO .062 ALUMINUM N.T.S. LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 Q80)729 -1637 FAl ,Q60)721 ·1l24 DATE, 11-16-08 JOB NO, 20622 SCALE, NIA DRAWN BY, SM SHEET NO., 2 OF 10 DECLARATION OF RESPONSIBLE CHARGE I IEl<ti31' DECLARE Tlii'.T I AM THE LANDSC,,I\PE AACHlrECT Of~ FOR THIS PRO..EcT, THAT I HAVE EXERCISED RESPONSIBLE CHAR6E OVER Tt£ DESl6N OF THIS PRO..ECT AS DEFINE!I IN SECTION !\106 OF BUSINESS AND PROFESSIONS CODE AND THAT Tl£ DE5I6N IS CONSISTENT 1'1ITH ~ STANDAADS. I IMIER5TAND THAT Tl£ Cl£CK OF PRO..Ec,T DRAl'1IN65 AND SPECIFICATIONS 6'T' Tl£ CIT'T' OF CARLSBAD AND Tt£ SAN DIEISO COUNT'T' DEPARTMENT OF ENVIRONMENTAL HEAL.TH SERVICES 15 C,Ot,f'INE!I TO A REVIEl'1 ONL'T' AND ~ NOT RELIEVE ME, AS l.Al()SC,l\f'E AACHlrECT Of ~. Of 1'11" FIESPONSl61LITIES FOR PRO..ECT DESI.SN. TIE5E PI..AN5 AAVE BEEN PREPARED IN 51.eSTANTll'.L c.oNFORM,t,NC,E ~TH Tl£ APPflOVEP LANDSC,,I\PE CONCEPT PLAN, M TER CONSERV I'. TION PLAN, FIRE ~ F kESS,..,;I PLAN, AND ALL CONDITIONS OF APPROvAL RELATED TO LANDSCAPIN&. ADL PLANN/N& ASSOC/A TES INC. FIRM ~ STA'T?' Sm!:ET, SUITE C CAALSB"D, CA "120Ge ADDR£S5 f'HONE AHTHON'T' D. LAi'50N LANDSCAPE ARCHITECT 2348 LICENSE NO. REVISIONS M.JST BE APPIWVE!l 6'1" PUlll.lC ~TH I11:ER, PLANNINIS DIRECTOR I DIS'TRICT ENISINEER PRIOR TO IMPLEMENTATION IN ELD. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL Cl"TY APPROV,A,1__ I 502ET I CARLSBAD MUNICIPAL WAlER DISlRICT ' ., \\1LLIAM E. PLUMMER, DEPUTY CITY EN<.NEER DATE R.C.E. 28176 EXPIRES, SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEALTii ~ ,--z /l---,-tJ'/ APPROVED BY DATE "AS-BUILT " ----EXP. DATE REVIEWE D BY: INSPECTOR DATE CITY OF CARLSBAD LNJ PLANNING DEPARTMENT 0 LAND5c.APE REC.Ye.LED ll'<ATER 5HEET FOR, CARLSBAD OAKS NORTH ENTRY MONUMENTATION @ STATION PT. 38+25.6 I PLANNING Hill 4-: ~t-c;,:J\: g.z. .. --, I DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT97-13 RVWD BY: 415-9P ...J ~ ~ CD ::::) Cl) 'if!. 0 0 ~ 031 \09 ....c -I Ul I-a: • 0 z _o ~ -0 <( 0 0 " ~ Cl) .S?, ...J a: <( (..) -0 N I _j ' \ . , . I ' ' ' . / ' ' \ -• • -• • • . 5IDEl"¼LK i EXl5TIN(;, 5E~ LINE \ ! I " \ il \ I 1 17 1 \ i I ' ' 1 ' : \ \ 16 I I \ ·,, I I i I . .. ------ IRRIGATION NOTES: I. ALL IRRIGATION SYSTEM COMPONENTS SHALL 6E INSTALLED AS PER LOCAL COPE. CONTRAtTOR.5 SHALL SECURE ALL NECE55ARY PERMITS. 2. CHECK AN!:) YER.IF( ALL SITE CONI:)ITION5, UTILITIES AND SERVICES PRIOR. TO TRENCHING. IF DUR.ING CON5TR.UC,TION IT 15 FOUND THAT THE SITE VARIES FR.OM THE PRAJ.'IINISS, NOTIF'f THE LANDSCAPE ARCHITECT 6EFOR.E PROCEEDING f'IITH THE f'IOR.K. 3. f'IHER.E TREES, LIGHT STANI:)AR.I:)S, ETC. ARE AN 065TRUCTION TO SPRAYS, THEN FIFING AN!:) SPRINKLER HEADS SHALL 6E ADJUSTED ANI:)/OR RELOCATED AS NECESSARY TO 06TAIN FULL COVEAA<S,E f'IITHOUT EXCESSIVE OVERTHROl'I. 00 NOT EXCEED SPACING AS FER MANUFACTURER RECOMMENI:)ATIONS. 4. PLANS ARE DIA,s,AAMMATIC AN!:) APPROXIMATE. ALL PIPIN«s, SHALL 6E INSTALLEP IN PLANTING AREAS EXCEPT l'IHERE IT IS INFEA5I6LE. 5. CONTRACTOR SHALL FLUSH ALL MAINLINES PRIOR TO INSTALLATION OF VALVES AND ALL LATER.AL LINES PRIOR TO INSTALLATION OF HEADS. 6. SPRINKLER HEADS ARE AYAILA6LE IN VARYING PE<S,R.EES OF AR.CS. CONTRACTOR SHALL PROVIDE, AT EACH HEAD, THE ARC MOST SUITED TO PROYIPE ADEQUATE COVEAA5E AND PR.EVENT OYER SPRAY ON f'IALKS, ROADS, 6UILPINGS, ETC. C,ON LLE& 'A' 1. f'IHER.E F055I6LE, ALL PIPING, PVC ELECTRIC.AL SLEEVES, ETC.., UNPER PAYING SHALL 6E INSTALLED PRIOR TO PAYING f'IORK. NO TEES, ELLS, OR OTHER TUesN5 IN FIFING SHALL 6E LOCATED UNDER PAYING. MOUNT TO BAC-K OF ViAL r ✓r- I .1 ' ' . . . ---·-,--. t----·~2 _iii \. sl.4 ' . . ' a. COOR.I:)INATE IRRIGATION f'IORK f'IITH PLANTING PLANS TO AVOID CONFLICTING LOC.ATION5 6ETl'IEEN PIPING AND PLANT PITS. ... ALL GUICK COUPLERS ARE TO 6E LOCATED IN SHRUB AREAS f'IHENEYER POSSI6LE AND PLACED SIX (6) INC.HES FROM OUTSIPE HEADER. IF A GUIC.K COUPLER 15 LOCATED IN A LAf'IN AREA IT MUST 6E PLACED IN A SIX (6) INC.H ROUND PLASTIC. VALVE eox. 10. ALL HEAI:)5, f'IHEN LOCATED ADJACENT TO C.UR65, HEAPERS, SIPEl"IALKS, f'IALLS, ElUILPING, ETC., ARE TO 6E A MIN. OF Tf'IO (2) INC-HES TO A MAX. OF FOUR (4) INCHES Af'IAY FROM THE STRl)c:;TURE5. / MO RA'& se/soR TO END OF ~~L (ON T '!;;A SIDE) f'IHER.E IT f'llL 6E EXPO~D TO UN065TRUC:i"EQRAINFAL.L, 6UT N TIN THE FATH OF 5FRINl<L.ER \ SPRAY (FER DETAIL I<, SHEET 4) II. ALL CONTROL f'IIRE SLEEVES UNOER ROADS SHALL 6E SCHEPULE 00 PVC., (6' OR LE% IN PIA.= 56" C.OVER, GREATER THAN 6" IN PIA.=~" C.OYER). ALL CONTROL HIRE SLEEVES UNDER PAYING (NON-ROADS) SHALL 6E SCHEDULE 40 PVC., (LESS THAN 9" IN DIA. = Ia• C-OVER, 9" -!:H/2" IN PIA. = 24" C.OVER, 6" OR «s,REATER IN DIA. = 36' C.OVER). I I \ I /"1C>f'IC.U FOR PLANTING OF PHOR.MIUM TENA>< ( E PLANTING PLAN FOR fLACEMENT OF SHR.U65) \ · \ L-A1:'.'J I \ \ \ \ / I' \ (/ t··"\ A-6 f 1 ;' ; \ i / I" ... , \'\ i / . / l! A-1 i1 I" PR.IP -- 12. PRIOR TO START OF GRAPING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN C.ITY OF C.ARL58AD APPROVAL OF A C.ONSTRUC.TION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. 13. INSTALLATION OF IRRIGATION AS 5HOf'IN ON THE APPROVED PLANS SHALL C.OMMENC.E f'IITHIN 10 PAYS OF THE TIME f'IHEN EACH AR.EA 15 6ROUGHT TO GRAPE AS 5HOf'IN ON THE AFFR.OYED <S,RAOING PLANS. 14. LANDSCAPE IRRl«s,ATION SHALL 6E APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING EROSION AND f'IATER f'IA5TE) 6UT SUFFICIENTLY TO ALLOf'I FOR HEALTHY PLANT <S,ROf'ITH. 19. POP--1.f'S SHALL el!! USED IN 11-E Rls-HT-ol"-¥'1A'I' AND ~ l'llililM 10' Of" />Hf ~,a,pe, TURI" OR Oi!Elll A1IU:A ~ FEDS,RIAM TRAFl"IG MA'I' oc.GUR. 16. INSTALL CHECK VALVES AS NEWED TO PR.EVENT LOf'I HEAD PAAINAG<E 11. SPECIAL C.ONSIPEAATION SHALL 6E GIVEN TO f'IATER AND ELECTRIC.AL SER.VIC.ES. la. IRRIGATION AND PLANTING SHALL TAKE PLACE AS IMPROVEMENTS PROGRESS. l'l. SEE SHEET 05 FOR "f'IORST C.A5E" IRRIGATION C.ALC.ULATIONS 20. f'IATER COMPANY, C.ARL56AD MUNIC-IFAL f'IATER Dl5:ri:=tlC.T 21. PHONE NUM6ER, (160) 45a-2122 -PRIVATE MAINLINE: LOCATION 51-!0ViN FOR C.LARITY. -PRIVATE MAINLINE: TO l3E LOCATED OUTSIDE RJBLIC, RIGHT OF l-'IAY. REMOTE CONTROL VALVE CALLOUT Und~omcl ServlCe Alert Call: TOLL FREE 1-800..,_ 227-2800 TWO WORKING DAYS BEFORE YOU DIG CONTi:=tOLLER IPENTIFIER VALVE SIZE x-xx X' XXX STATION NUM6ER VALVE DISC.HAR.GE (GPM) EEP HEADS A M UM OF 9' FROM Of'ICURB FOR PLANTING OF PHORMIUM NAX (SEE PLANTING PLAN FOR PLACEMENT OF SHRU65) C.ONTRAC.TOR TO REPAIR 4 ADJUST ANY EXISTING IRRIGATION IN THIS AREA. ADL .. , IRRIGATION HEAD LEGEND: S'T'M60L DESCRIPTION MANUFAC. TURER/MOPEL ARC PSI RAO. DISCHARGE PETAIL (,s,PM) CD MUL Tl-STREAM ROTOR HUNTER/ MPR40-l.:2-CV-MPI000-I00 Ie,o• 40 e,'-I5' .91 SE!' DETAf 'A' 5/fflL·l ® HJL Tl-STREAM ROTOR. HUN"reR / MPR.40-12-C.V-MPI000-960 ~o· 40 e,•-15• .15 SE!: DETf 'A' a!WL·I ® MUI. Tl-5TREAM ROTOR. HUNTER / MPR40-I2-C.V-MPIOOO-qo '10' 40 a•-I5• .I'! SE!: llETAf 11' SIEETL·l © MUL Tl-5TRfAM ROTOR HUNTER/ MPR.40·I2-C.V-MP2000-IOO 100° 40 19'-21' .14 5f£ llET Af 11' 5!ftT L·I ® Mlt.11-5TREAM ROTOR HUNTER / MPR.40-12-C.V-MP2000-9b0 ebo' 40 19'-21' .40 SE!: llETAl,f 'A' SIETL-I © MUI.Tl-STREAM ROTOR HUNTER / MPR40-I2-CV-MP2000-'IO .. o-40 19'-21' 1.41 SE!: DETf 'A' SIET L- ® 15' MUL Tl-STREAM ROTOR HUNTER / MPR40·I2-C.V-MP225i:IO • 51 )( 901 40 --.44 SE!: llETAf 'A' ;!fflL•I ® 15' MUI. Tl-STREAM ROTOR HUNTER / MPR.40-I2-C.V-MPRc.55I5 • 51 )( 151 40 --.22 ,SE!: llETAIL 'A' MPR.40-I2-CV-MPJ..C.55I5 • 5!ftT L·I4 i;) ElUOOLER AAIN61RD / Ie,oo-5AM-FRS-I40.:2 • --90 --.50 SEE DETAIL 'A' 5!ftT L-I4 @ 16' ROTOR HUNTER / PISJ-12-Y-R-.15 VARIES 40 14' -16' .15 SE!: DETAl,f 'A' SIWL-I ® I'!' ROTOR HUN"reR / PISJ-I2-Y-R-I .O VARIES 40 11' -, .. , 1.0 SEE DETAf 11' SIETL-I @ 22'ROTOR HUNTER / PGJ-I2-Y-R-l.5 VARIES 40 :20' -22' 1.5 SEE llETAIL A' SIEETL-I4 ® 25' ROTOR HUNTER/ PISJ-I2-V-R-2.0 VARIES 40 29' -25' 2.0 SEE DE!Af 11' SIETL-I • CONTRACTOR SHALL ADJJ5T MP ROTATOR TO ACHIEVE: DfSlfij:D ~ AND TI-iROU6H TO ~T ~Y. • CONTRACTOR SHALL U5E HUNTER ~LAIMED MTER SNAP-ON CH' (MODEL 41 ~H') FOR ALL MPR40 60DIE5 IRRIGATION EQUIPMENT LEGEND: SYMBOL. DESCRIPTION 10 PROPOSED REC'l'c.L.e1' l"!A'IEI" ME'IEI" Ol'INER TO WORPINAT! INSTALLATION t PA'!' FEES @ l"!AL1. MOUNTED GON1ROI.I.EI" ~ITH HUNTER MINI CLICK RAIN SENSOR ATTACHB, ... l"EDUCED PRfe-6Ac.Kft.O~ A%&1BL'I' ~ITH BALL VALVES t VERTICAL R..O~ IN/Vl=l"TIC.AL R..O~ OUT C.ONFIOOAA TION. ii) TEE 1-10\JNTEI> FLO~ -(INSTALL PEI" t-1ANIJl"ACT1JF<El"'S 5PlaGIFIC.ATIONS/ H BLOC.l<laD TI'WI: UNION BALL VALve, LINE SIZE, IN VALVE 60.><. 0 I' BRASS Gl\JICK C.OUPLI~ VAL VE W LOCKINS Vli'ffL COVER IN A PURPLE 10" ~UNO PLASTIC. 60)( e WoTEI" VALVE (NOR.HALL.,-CLOSED). ~!TH EPOX'l'-C.OATEI> SEE PU<,N FOi" SIZE, INSTALLED IN VALVE 60.><. $ I' E!I..EC,Tl"IC SOLENOID VALVE, NITH NON-POTABLE HANDLE, ~!THIN A~ PLASTIC. VALVE 60.>< AS PER DETAIL $ LO~ FLON VALVE ~ITH PR£eS51./F<E F<EOOLATINS FILTER Jli!THIN A PURPLE! PLASTIC. VALVE 60.>< l"EC'l'C.LED WA11cR PI./RPL.f: LA71:RAL LINE, SEE 5PlaGIFIC.ATINS FOi" PIPE DlaPTH. 1--•--·-~ ><Er<ISA TION DRIP LINE, (PLACE A60VE <SoRADe/ --I--•-REC'l'C.LED l"!AlcR Pl./l"PLE MAINLINE, SEE! 5PlaGIFIC.ATIONS FOi" PIPE PEPTH. ------REC'l'C.LED l"!A'IEI" PURPL.f: SLEEVE, SEE ------SPECIFICATIONS FOR PIPE DEPTH. $: IN-LIN!! Sl"IINl!o CHECK VALVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. MANIJFAC. T\JRER HUNreR WATTS RAIN6I1"D Kl~ BROS. IND. NELSON SUPERIOR RAIN6I1"D RAIN6ll"D PACIFIC. PLASTICS RAIN6I1"D PACIFIC. PLASTIC.!I PACIFIC. PLASTICS KINl!o BROS. IND. HODEL. NUM6ER DETAIL. J . PC-I200 SEE DETAIL'(!,', 'K SHEET 4 uooqAGlT-seFI.IES SEE DETAIL. "H' SHEET 4 FS-I00-P SE!! DETAIL. 'I' SHEET 4 BT1J-V-5ERIES SEE DETAIL. 'L' SHEET, 1645 SEE DETAIL 'O' SHEET 5 6I00-l"J'I SERIES SEE DETAIL. 'N' -SHEET 5 100-P&A-PR!l-D·NP-HAN SEE DfcTAIL M' SHEET 5 XC.Z-01-. see DE:TAIJ.. '6' t'J' P\IC. CLASS 200 OIi APPROVED EOOAL SHEET 4 LD..P-o'l-I2-250 FOR l.sf 111TH REC'l'C.I.ED l'lA '!Ell PVC Ci.ASS 5i, (2' • &l"EATEFl,/ SEE DETAIL '611 'G-11 PVC. SCH. 40 (H/2' • SKALLEFlJ 'D', t J SHEET 4 SCH -40 PV~ 'MCI: 1li: PIAfi£1Elt Clf 1li: Sl:f DETAIL. '6' •'J' "1AIII UNE f'lllll A HINJI-IJl,I Clf 24' Of COVEil SHEET 4 LINE SIZE "AS-BUILT " ____ EXP. DATE REVIEWED BY: INSPECTOR DATE PLANNING --- ASSOCIATES __ __., LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "'C" CARLSBAD. CA. 92008 1---+----+---------+-1---+----+---l ~3 CITY OF CARLSBAD ~O ~~===-'===P~LA:::N::::N:=l':':NG=::::D:::::E::::P::::A':::RT:::::M::::E:::N:::T===..:L_!Q_j==== KEYMAP CARCSBAOOAKB NORTH -~ ~ NTS (7!0)721-B&JI FAX:(l!~Jli-8321 DATE, s-2e,-oe, JOB NO: 20922 SCALE: DRAWN BY: 5M SHEET NO.: 9 OF 10 LANPSCAPE IRRIGATION PLANS FOR, CARLSBAD OAKS NORTH ENTRY MONUMENTATION @ STATION PT. 38+25.6 1---t---+-----------+---+--t----+---l I PlANNING~l 4-~~ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DWN BY: __ _ CHKD BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO. CT97-13 DRAWING NO. 415-9P :c: .L Ii: -0 U\ z ' ~ .J) ~ -t, ~ \,) Cl) ..J .?-, a: <C u - (f) 0 I _J GEAR DRIVE;N ~TOR/ POP-UP SPRAY HEAD FINISH 6RADE: LATERAL LINE: PIPE: @) TEE: IN LATERAL LINE: PIPE: @ 9/4" X 2" ¾H. 00 NIPPLE: @ MIP X FIP STREET E:LL (2 REQUIRED) G) 12" SCH. 00 NIPPLE: @ MIP X FIP STREET ELL ---~ 1----.....:::.....,.,----n.,--,-7777~~...,-:,...,.-l ,ti • -,:. ii. A ' -- -.'·111···_•.·.-.. -.. ' • A ... I ......... . 5 }-----'-'-'-H-'f'-l..':il,4''/2-¥ n----m ~ :>--~~~~~sUt:11 .. --,. :-m~ ½C'!l7?'.lfT:~t~ DIMENSION A B 1/2" TO 2-1/2" If)" 1:211 S" TO 6 11 2411 Ie,• I 1== ::li .' '>, : .. :: .-<; .': :-. i -i t NOT!':, ~ MAINLINE SHALL Elf INST,'J..1..ED ON A 6' 5AHD llED 9" 6 11 (i)FJNISH GRADE: {a)LATERAL LINE: (SEE: SPE:CSJ @PR.ESSU~ SUPPL '1' LINE: (51:E: SPE:CSJ @c::.oNTROL l'll~S IN CONDUIT (SEE: 5PE:CSJ @ CLE:AN, COMPACTED BACKFILL a GOVEREO BY A I>' OF $AND Pf1.IOR TO AN'!' OTHER BACKFILL MATl':Rl,'J.. @ 9" l'IIDE: RECYCLED l'IATER l'IARNIN6 TAPE: G) UNDISTURBED SOIL @ SAND BED PER C.ITY OF C.AR.LS6AD STANDARDS @) CUR.6 OR PAVING, SUR.FACE 51D~I< HETER aox v.' HETER f ,~A r APPROX. &' 1/_,,__,, POTA6LE 5ERYIC.la LINE 10' MINIMUM TO POTAEIL!a HAIN LINE IN 5TREET 1 12' MINIMUM RECYCLED l'IATER IRRl6ATION HAIN LINE W 5LEEVE NOTE, VERTIC-AL C-LEAAANCI: Of' 12' MINIMUM 15 HANPATOR'I' l'IHEN C.R0551~ PATH OF A POTA6LE J'IIATER LINE. IN5TALLATION Of' RECYC-LED l'IATER IRRIGATION HAIN LINE 24' FROM FAC.E OF 5IDEl'IALI< l<'IILL. PROVIDI: THE NEC-E55ARY 10' HORIZONTAL. C.LEARANC-E FR.OH POTABLE HAIN LINE IN THE 5TREET. ;,TREET 5URFAc.E (I.HD AREA;,)- POTABLE HAIN LINE ---------, (;,EE IHF'R.OVEMENT DRAJ<'IING5) 12' MINIMUM REQUIRED VER.TIC.AL 5EPAR.ATION 5LE'ev!!-~ RECYC.LEO l'IATER IR.R.I6ATION MAIN LINE .t!Qm ALL RECYC.LED l'IATER IRRIGATION PIPE AND 51.E~ 5HALL. 9.5 FEET BE PURPLE AND LAEILED A5 5PECIFIED IN THI!: FOLLOJ<'IIN6, "5TANPARD 5PEC.IFIC.ATIONS FOR PRIVATE IRRIGATION 5Y5TEH5" "C.ARL56AD REC-LAMATION RIJLE5 AND REGULATION5 FOR CON5TRIJCTION Of' RECYCLED l<'IATER HAIN5' OC.TOBER 1'1'13 POP-UP ROTOR I SPRAY HEAD N.T.S. @ TRENCHING N.T.S. @ POTABLE SERVICE LINE CROSSING N.T.S.@ POTABLE MAIN LINE CROSSING N.T.S. R.ECYC.LED l'IATER DO NOT DR.INK (i) REGILIIRED SliSNMe FOR REC;Ya.EI, l'lATER U5e .,.._,,'----~~--___J ALL. IJ5E: AREAS ACc.E5516LE TO THE PU6LIC SHALL BE PO;,TED l<'IITH SIGNS ()-11NIMUM 2 PER HETEta.l THAT ARI!! Yl5I6LE TO THE PU6LIC. IN A SIZE NO LE55 THAN 4 INCHE5 HIGH SY & INCHE5 l<'IIDI:. 12" NOTE, I:," IN5TAL.L l<'IITH :I/&' 5TAINLE~ STEEL ElOL T5 AT A MINIMUM Of' Tl"IO LOC.ATIONS -LENGTH A5 REG!UIRED. U51a I" DIAMETER J<'IA5HER TO PROTECT SIGN 1-1/4' GAL. YAN I ZED ;,TEEL u-c.HANNEL, OR aox P05T , ALL PROPER 515NA<S-E, AS :;ttal<'IN, HU5T BE IN PL.Ac.E PRIOR TO 155UANCI: OF JIJHPlaR. OF HETER FOR YOUR 5Y'STEt-f. FAILURE TO INSTALL. Tl..e REQUIRED SIGNS PER IRi'ID ;,TANPARDS l<'IILL. DELAY' YOUR HETER 51:T, OR REG!IJE;,T FOR A JUMPER, IF A 5Y5TEH 15 FQUND TO BE OPERATI~ ON A -.IJ1-fER OR Hl:TER l<'IITHOUT THE PROPER 515N5 BEFORE IR.l<'ID l<'IILL LOC.I< OFF EXl5TIN6 JJHPERS OR HETER.5. IRJ<'ID l<'IILL NOT BE R.E5PON5I6LE FOR ANY 5U65EGUENT LANDSCAPE! PULL. aox C.ONDUIT l<'IIRI!! RUN UNHORTARED SR.le.I< __/ FOUNDATION NOTES, ' INST ALL. PULL. El0xe5 A5 :;ttal<'IN ON PLAN:!. ' AT JUNc.TIONS l<'IHERE RUNS C.OHSINE, SPLIC.la C.OHHON GROUND IN PULL. ElOX. • PULL SOX C-OYER SHALL BE PEl<HANENTL. Y' HARKED 'ELEC-TRIC.'. ' C.ONPUC. TORG FOR EAC-H C.ONTl<OLLER CLOC-1< SHALL. BE II:>"+ HARNE55ED 5EPEAATl:LY' ANP AT PLAN YI~,• SUFFICIENT INTERYAL.5 TO -• MAINTAIN A DEFINITE BUNDL!a. L.OC.l<AEILE TOP --~(:..._Cf_-l.:_/2_"_X_l6....:")_~__:~---.-,'!!!!!\'i'rf.l!'!!tl!!II • ALL. 5PL.lc.ES SHALL BE HADE; l<'IITH "' ,Wl!M •. , .. l A PROPERL y 51:T Hl:CHANICAL. FINISH 5AADI: T• .r::=!111 !,---'."-------;I_ r'.'-'-'.-.. -1~ SL~~~"%~~~1N 't m ............. 1 t: Jlilf • :TE::::RE END5 SHALL. BE dl I H-INSULATED IN THE 5AHE HANNER A5 l<'IIRE SPI.IC.E5. ·m+-;;;-;~~~¥2~~?):=j}Z~~~~ -; ·-· ....... ,,· ('I L "", .. '--f' ~r~"-'-'-'...:......c~~'--"-c:.:..-..:.:::...::..,;,-..~ CONTROL l<'IIRE5 BEDDING MATERIAL. ELEVATION ' IF ;,PECIFIED, ALL. SPLICES SHALL BE 50LDER.ED l<'IITH METALLIC. AL.LOY 501.DER PRIOR TO IN5TAL.LI~ C.ONNEC. TORG. • l<'IIRI! 6UND!..E5 INSIDI: PULL. SOXE5 SHALL Bl!! AT LEST 4 INCHES FR.OH THE UNDER 5ID!:; OF THE aox COYER. MINIMUM 51ZE PULL. SOX 5HALL. BE A5 :;ttal<'IN ASOVE. LAR.5ER 60XES HAT' B NEC!a55AR'I' TO MEET THE 4 INCH CLEARANCE; HEIGHT. • LOOP C.ONTROL. l<'IIRE5 INTO PULL. SOX. ALL. 5F'LICES ARE TO BE MADI: IN PULL ElOXE5 OR REHOTla C.ONTROL. VAL.VE 60XES. DOOR CLEAAANc.e PF<.0-C. C.ONTROLLER NOTE, INSTALL PER MANUFAc; TUR.ER.S SPEC.IFIC.ATIONS +-----PE!< GIT'I' REG!Jll<EMENT----- MATERIAL. THAT HAY l<'IITHER AND DI!:; A5 A RE5UL. T OF A JUMPER OR HETE!l BEIN6 LOC.l<ED OFF, RECYCLED ~ATER ~ARNIN6 SIGN N.T.S. ® PULL BOX N.T.s.@ HUNTER PRO-C CONTROLLER UNIT N.T.S. @ BACKFLO~ FREVE.NTER N.T.S CD "' • . . ~ ,. ~. . . "!crrrnfl!/J i .,.-. ·<I ":::I • • . ~ . ,. : 1 ' JOX PIPE DIA,. I MIN UPSTREAM I sx PIPE DIA MIN DO~NSTR.EAM (i) @ @ @ FINISH 6R.ADE R.EC.TANGULAR VALVE OOX @ G) e," DIA C.L 160 PVC. SLEEVE; @ OOTTOM TO 6E FLARED AND C.ONTAC.T 8 TOP OF PRESSURE SUPPL '1' LINE FLOl'I SENSOR1,REFER TO PLANS /<fl FOR MODEL Nl.iMBER. AND SIZE 0 @ S'~f~&lf C.OUPLER FLO~ SENSOR PVC. ~SSUR.E SUPPLY LINE: l'IA TER.PR.OOF C.ONNEC. TOR.S i~~~~lo~~1CITH 24" 9/4" C.R.USHED R.OC.K SUMP (ONE: C.U61C. FOOT) , Q ·<1 Ll . LI-<. ~ . . LI . <I . --;:. !TTTTlFCF-,-.•~' --,~~~~~-:-;,,~. '.I . . . ' . . ·. ·i-@Y' ··.· , ... -,, . ' ' .. ,. . ,. . G) · .. ~.--·· ·., IIII··· . . ..... ••;.. • .. .,, ---a (@.~., ·_ --"-+---' ~ L ~-Uc_ . . . C.c~ 2 HIN 2 HIN (i) PAVIN6/R.OAD @ LATERAL LINE (IN SLEEVE;) @ PRES5U~ SUPPL '1' LINE (IN SLEEVE) @) C::.ONTF<.OL ~IRES (IN C.ONDUIT) G) 5LEEVE;S UNDER F<.OADS, 6" OR. LESS IN DIAMETER.-96' C.OVER i&REATER THAN 6" IN DIAMETER.-4e." COVE:R ¾HEDULE 00 PVC. @ 6AC.KFILL (SEE SPE:C.IFIC.ATIONS) @ ~C.YC.LED l'IATER l'IARNIN6 TAPE (SEE SPEC.IFIC.ATIONS) SLEEVE;S UNDER. PAVIN6 (NON-ROADS), LESS THAN 9" IN DIAMETER-le' COVER 9' THF<.U 5-1/:2" IN DIAMETER -24" COVE;R ¾HEDULE 40 PVC. •ALL SLEEVE;S TO 6E Ti'IIC.E DIAMETER OF PIPE (PER 5PECIFIC.ATION5) N.T.S Q) SLEEVING N.T.S l'IALL / STAINLESS--,,. STEEL ENCLOSU~ '- RAIN SENSOR MODEL # 56-Mc. -LEAD ~IRES TO CONTROLLER NOTES, I. MOUNT MINI-C.LIK ON AN'( SUR.FACE /'.,HERE IT l'IILL BE EXPOSED TO UNOBSTRUCTED ~INFALL, 6UT NOT 11'1 THE PATH OF 5F'F<.INl<LER SPRAY. K HUNTER MINI-CLIK RAIN SENSOR N.T.S. ADL PLANNING --- ASSOCIATES ----"' LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S 8 A D, C A. 9 2 0 0 8 (710)721-8131 FAX,(16~121-8324 DATE: 5-2e,-oe, JOB NO: 20::122 SCALE: NIA DRAWN BY: SM DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. INITIAL DATE INITIAL SHEET NO.: 4 OF 10 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INIT"'-L CllY APPROVAL "AS-BUILT ,, EXP. DATE REVIEWED BY: INSPECTOR DATE lliJ CITY OF CARLSBAD ULi 4 PIANNING DEPARTMENT 0 LAND¾APE: IR.F<.IGATION DETAILS FOR, CARLSBAD OAKS NORTH ENTRY MONUMENTATJON @ STATION PT. 38+25.6 1 : ,1--,f_ e q-a.ct PLANNING -t.,~ .. "'\1 DATE I DRAWING. NO. pWN BY: I PROJECT NO. CHKD BY: CT97-13 RVWD BY: 415-9P J: .J:. Ii: -(}l 0 z ' ~ ~ ~ ..,, i > :1 ~ !I, - 1 0 _J L ~n:__J~::L=-ii_=-~~- (DBLOC.KED TRIJE UNION BALL VALVE (2}RECTAN<:',ULAR PLASTIC VALVE OOX W LOCKIN6 OOL T LID, PURPLE IN ®COLOR FOR RECYCLED HATER FINISH 6AAPE @sLIP END CONNECTORS SUPPLIED . @PVC MAINLINE-SEE IRRIGATION SPECS. FOR PIPE DEPTH @PEA GRAVEL, 2" DEPTH G)4" JIIIIDE BRICK SUPPORT, ONE PLACED AT EACH CORNER JIIIITH VAL VE NOTE, VALVE SHALL HAVE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE OOX LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF 6RAVEL SUMP. BALL VALVE N.T.S. CD RECTANGULAR PLASTIC VALVE oox W LOCKINIS OOL T LID, PURPLE IN COLOR FOR RECYCLED HATER (2} ELECTRIC. REMOTE C.ONTROL VAL VE @ FINISH 6AAPE @) PVC LATERAL LINE PIPE ® Pv'C.)SCH. 40 "10 DEGREE ELL (SXT ® G) S/4" CRUSHED ROCK SUMP (ONE CUBIC. FOOT) PRESSURE SUPPLY LINE @ SC.H. e,o UNION @) SCH. e,o PVC MALE ADAPTER @ SCH. 00 NIPPLE (TYP) ® REC(C,l.ED ViA 'TfR ViARNING-TAG-Af, REGUIRED CD REG-TANGIA.AR. PLASTIG VAL.VI: 60X ~ PVG SGH 40 45 DEGREE: I'll PUR.PLE LID FOR. REG'fGLED /'IAreR. ~ FITTIN&, FOUR. /4) REQUIRED A ELEGTFI.IG Fl&IOTE GONTI'WL VAL.VE G) 6/4' GFWSHED ROG!< SUMP \¢.I (ONE: GU61G FOOT) @ FINISH GRADE @ SGH e,o NIPPLE! (T'fP) r,;\ @ REG,'fGLED /'!ATER. /'!AR.NIN(!, TA(!, AS R.EGUIRED \::!/ PRESSU!'<e SUPPl..'1' LINE NOT!:, VAL.VE SHA!. HAVE A MINIMUM OF 4' GLEAAANGE FR.OM THE 60TTOM OF THE VAL.VE 90X ® UNION (SGH. 20' LID, AND 2" MINIMUM GLEAR.ANGI!! FROl-<f THE 60TTOM ' OF VAL.VE AND TOP OF GRAVEL SUMP. CD 10" ROUND VALVE OOX JIiii TH PURPLE LID 2 FINISH GRADE 3 QUICK COUPLINIS VALVE 4 PRESSURE SUPPLY LINE @ PVC STREET ELL /9 REQUIRED) o· @ PVC SCH 40 aL OR TEE G) PVC SCH. e,o NIPPLE @ 9/4" CRUSHED ROCK SUMP (ONE Cl!BIC FOOT) @) PVC SCH. e,o NIPPLE @ 9b' MIN. LENISHT 114 REBAR STABILIZER ATTAC.H l'llTH Tl'lO "RECYCLED HATER QUIC.K COUPLINIS STAINLESS STEEL BANDS VALVES SHALL 6E A TYPE DESl<!>NED FOR USE ON RECYCLED HATER DISTRIBUTION SYSTEMS PER THE CARL56AD MUNICIPAL HATER DISTRICT RULES AND RE<!>ULATIONS. CB) REMOTE C.ONTROL VAL VE N.T.S. ® MASTER VALVE N.T.S.@ QUIC.K COUPLING VALVE ADL PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 010)729-88!1 fH:060)129-8324 DATE, S-2e>-Oe> JOB NO: :20922 SCALE: N/A DRAWN BY: SM SHECT NO.: 5 Of 10 PRESSURE CALCULATIONS A Remote Control Valve A-5 Max. Demand (GPM): 9.7 POCJ\1\/ater Meler A Pressure Available: 80 MAINLINENALVES: GPM LOSS 5/8" Water Meter 9.7 = 8.3 1" Backflow Device 9.7 = 12.0 1· Master Valve 9.7 = 1.0 32 L.F. of 1" Main line 9.7 = 0.8 L.F. of Mainline 9.7 = L.F. of Mainline = Subtotal MalnlineNalve PSI Loss: 22.1 1Lb,TERAL LINES: L.F. of 2" Lateral@ xx = L.F. of 11/2" Lateral@ xx = L.F. of 11/4" Lateral@ xx = 38 L.F. of 1" Lateral@ 9.7 = 0.5 74 L.F. of 3/4" Lateral@ xx = 1.2 Subtotal Lateral Lina PSI Loss: = 1.7 Loss Thru Fittings (10%) 2.4 Loss or Gain Thru 8 Total Elev. Change -3.5 Subtotal System PSI loss: 29.6 TOTAL PRESSURE AVAILABLE: 80.0 SUBTOTAL SYSTEM LOSS: 29.6 PRESSURE REQUIRED AT HEAD: 40.0 TOTAL PRESSURE LOSSES: 69.6 RESIDUAL WATER PRESSURE 10.4 "AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. EXP. REVIEWED BY: INSPECTOR " DATE DATE ~ CITY OF CARLSBAD I SHEETS I 1----+--+-----------------<t----+,---1---+-----l ~ PLANNING DEPARTMENT 1 Q +-----I LANDSC.APE IRRIGATION DETAILS FOR, CARLSBAD OAKS NORTH ENTRY MONUMENTATION @ STATION PT. 38+25.6 1---+-l--------+---+----+----+---1 I rt.t! 4--E-\kt: . PLANNING "'1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CT97-13 DRAWING NO. 415-9P .... ..c -·:c I-ll:: lJl 0 • z _o ~ -0 i "' ~ g., ~ -0 llO -I _J Nore, GARl.56AD MUNICIPAL Y-IATER. DISTRICT R.EG'i'GLEO Y-IATER. SPECIFICATIONS TAKE PRECEDENCE OVER. THE FOLLOl"llNG SPECIFICATIONS. SE:GTION 021:>IO -IRRIGATION SYSTEM PART I • 6=.C Jt,L I.I. R.ELATI:0 DOCUMENTS, I.I.I. DRAl'IING-5 AND GENER.AL PROVISIONS OF CONTRACT, INCLUDING GENER.AL AND SUPPLE:ME:NTAR.Y CONDITIONS AND OIVl510N-I 5PE:CIFIGATION SECTIONS, APPLY TO l'IOR.I< OF THIS 5E:CTION. 1.1.2. CllY OF GARL56AD'S LAND¾APE MANUAL. 1.1.3. CARI.S6AO MUNICIPAL Y-IATER. DISTRICT'S STANDARD 5PECIFICATIONS FOR. Y-IATI:R, !:>El'IER. AND RECYCLED FAGILITIE5. 1.1.4. COUNlY OF 5AN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH, RECYCLED Y-IATER. PLAN CHECK ANO INSPECTION MANUAL, DATED DECEM6ER, 1'1'11. 1.2. DESCRIPTION OF l'IOR.I<, 1.2.1. THE l'IOR.I< CONSIST5 OF FURNISHING LA60R, TOOL5, MACHINERY, MATER.IAL5, AND PR.OCE55!:5 R.EGlUIR.EO TO COMPLETE THE 5PR.INKLER IRRIGATION SY5TEM DE¾R.161:D HEREIN AND 5HOl'IN ON THE DRmlNGS. 1.2.2. THE INTENT OF THE D~ING5 AND SPECIFICATIONS IS TO INDIGATI: AND SPECIFY A COMPLETE 5PR.INKLER SYSTI:M, INSTALLED READY FOR. U5E: l"llTHOUT FURTHER. COST IN LA60R OR MA TER.IAL5 TO THE Ol'INER, AND COMPLYING l"llTH ALL APPLIGA6LE CODES, SPECIFICATIONS AND DETAILS. 1.3. GlUALllY ASSURANCE, 1.3.1. SUeGONTRACT l'IOR.I< TO A SINGLE FIRM SPECIALIZING IN IRRIGATION l'IOR.I<. CONTRACTOR SHALL POS5ESS ALL LICEN5E:5 AND PERMIT5 R.EGlUIR.EO TO PER.FORM THE l"lOR.I< OF THIS CONTRACT INCLUDING A C.-21 LAND¾APINCS LICENSE. 1.4. SUBMITTAL;;,, 1.4.1. PRODUCT DATA, 1.4.1.1. THE CONTRACTOR. SHALL SU6MIT TO THE LAND¾APE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR. APPROVAL OF ITEMS DIFFER.ENT THAN THOSE SPECIFIED. APPF<Q./- AL OF ANY ITEM, ALTER.NATE OR. SLISSTITUTE, INDICA1ES ONLY THAT THE PR.ODIJCT(S) APPARENTLY MEET THE R.EGlUIR.EMENT5 OF THE DRAl'IING-5 AND SPECIFICATIONS ON THE 6ASIS OF THE INFORMATION OR. 5Alvf'LE5 SU6MITTED. 1.4.1.2. THE CONTRACTOR SHALL FUR.NISH THE AR.TIC.LES, EGlUIPMENT, MA1ERIALS OR. PR.OCES5E:S SPECIFIED 6l' NAME IN THE DRAl'IINGS AND 5PECIFIGATIONS. NO SU6STITUTION l"llLL 6E ALLOJl'IEO l"llTHOUT PRIOR. l"IR.ITTEN APPROVAL 6l' CllY, THE LAND¾API: A~HITECT, OR. THE Ol'INER.'S AUTH- ORIZED REPRESENTATIVE. EGllJIPMENT OR. MA1ER.IALS INSTALLED OR. FUl<.Nl5HED HITHOUT THE PRIOR. l"JRITTEN APPROVAL 6l' THE LANDSCAPE ARCHITECT MAY 6E REJECTED AND THE CONTRACTOR. R.EGlUIR.EO TO REMOVE: ANO REPLACE SUCH MATERIALS FROM THE SITE AT HIS Ol"lN EXPENSE. 1.4.2. RECORD DRAl'IINGS, 1.4.2.1. PRIOR. TO THE INITIATION OF IRRIGATION l'IOR.I<, THE LANDSCAPE CONTRACTOR. SHALL R.EGlUE5T FR.OM THE Ol'INER, Tl'IO 6LUELINE SET5 OF IRRIGATION PLANS AND A REPRODUCIBLE SET OF IRRIGATION PLANS FOR THEIR. U5E IN PREPARING THE AS-6UIL T R.EGORD DR.Al'llNGS. 1.4.2.2. AS-6UILT RECORD DRAl'IINGS SHALL INCLUDE ALL FIELD REVISIONS TO THE IRRIGATION SYSTEMS AND THE FOLLOl'llNG, Y-IATER. l-1ETEM"OINT OF CONNECTIONS ELECTRICAL METER. CROSS CONNEC-TION CONTROL STATION 6ACl<FLOl'l A~ l' AUTOMATIC, CONTROLLER. A~ l' AUTOMATIC CONTROL VALVES R.EMOTI: CONTROL VALVES JIV STATION DESICSNATION. ISOLATION AND GlUICI< COUPLING VALVES PRES51Jl'<!: SUPPLY LIN!: ROUTE CONTROL YllR.E ROUTE SLEEVING UNDER. VEHICULAR. USE AR.EA5 1.4.2.3. IMMEDIATELY UPON THE INSTALLATION OF ANY 6UR.IEO PIPE OR EGllJIPMENTf THE CONTRACTOR. SHALL INDIGATI: ON THE DRAl'IING-5 THE LOCATIONS OF 5AIO EGllJIPME:NT. DIMENS ONS SHALL 6E PROVIDED FR.OM Tl"lO SEPARATE GolVEN PERMANENT 06JECT5 SUCH AS 6UILPING5, SIDEY-IALIG, GUR.65 AND DRIVEY-IAYS. 1.4.2.4. PRIOR. TO FINAL ACCEPTANCE OF l"lOR.I<, THE CONTRACTOR. SHALL SU6MIT TO THE LAND¾APE ARCHITECT A GOMPLETI: SET OF AS-6UILT DRAl"llNGS. 1.4.2.5. FINAL AS-BUILT DRAl'IING<S 5HALL 6E DRAFTED C-LEARLY TO THE SATISFACTION OF THE CITY. THE FINAL IRRIGATION AS-EIUILT PLANS l"llLL 6E REQUIRED TO EIE REVIEY'lED AND APPROVED 6l' THE CITY AND FINAL MYLARS !"ilLL 6E REQUIRED TO 6E APPROVED AND SIGNED 6l' THE C-ITY PRIOR TO BOND RELEASE. 1.4.3. CONTROLLER. GHART5, 1.4.3.1 A SET OF CONTROLLER. GHAR.T5 SHALL 6E SEGUR.ED ON THE INSIDE SUR.FACE OF THE GOVER OF EACH AUTOMATIC CONTROLLER.. THE CONTRACTOR SHALL PREPARE A COLOR-COOED CHAR.Tai 5HOl'i THE VALVES, MAINLINE, AND 5PR.INKLER. HEADS 5E:RVICED 6l' THAT PARTICULAR. CONTROLLER. 1.4.3.2. Jl'V IN EACH CONTROLLER., EACH VALVE SYS1EM SHALL 6E IDENTIFIED 6Y A UNIGll.lE COLOR. 1.4.3.3. ALL VAL.YES SHALL 6E NUMBER.ED TO MATCH THE OPERATION SCHEDULE AND THE DR.Al'llNCSS. ONL 'l" THOSE AREAS CONTROLLED 6l' THAT CONTROLLER. SHALL 6E 5HOl'iN. 1.4.3.4. CONTROLLER. CHAR.Tai SHALL 6E A PLOT PLAN, ENTIRE OR. PARTIAL, SHOl"llNG 6UILDINGS, Y-IALl<S, ROADS AND l"lALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECES5AR.l' AND LEGIBLE IN ALL DETAILS, SHALL 6E MADE TO A SIZE THAT YllLL FIT IN THE CONTROLLER. GOYER. 1.4.3.5. THIS PR.INT SHALL 6E APPROVED 6Y THE LANDSCAPE A~HITECT OR. THE Ol'iNE:R'S AUTHORIZED REPRESENTATIVE AND SHALL 6E HERMETICALLY SEALED 6ETl'lEEN Tl'lO PIECE5 OF TEN MIL. THICK PLASTIC. 1.4.4. EGlUIPMENT, KEY5, MANUALS 4 CERTIFICATIONS, 1.4.4.1. UPON COMPLETION OF THE CONTRACTOR'S MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE THE FOLLOl'ilNG EGlUIPMENT, (2) STANDARD GlUIGI< COUPLING KEYS AND MATCHING Sl'ilVELS FOR POTABLE Y-IATER. IRRIG<ATION SYSTEMS. (2) AC.ME THREAD GUIGI< COUPLING KEY5 AND MA Tc.HING Sl'ilVEL5 FOR R.EG-YCLED Y-IA 1ER IRRl5ATION SYSTEMS. (2) SET5 OF TOOLS REGlUIR.ED FOR. SER.VICING< AND/OR ADJUSTING-EACH 5PR.INKLER. AND VALVE lYPE. 1.4.42. THE CONTRACTOR. SHALL PROVIDE Tl"lO SET5 OF KEYS FOR EACH CONTROLLER ENCLOSURE. 1.4.4.5. THE CONTRACTOR. SHALL PROVIDE Tl"lO SET5 OF SERVICE MANUALS FOR. ALL IRRIGATION EGlUIPMENT INSTALLED. 1.4.4.4. BACl<FLOl'i PREVENTERS SHALL 6E TESTED BY A CERTIFIED TESTER AND THE RE5ULT5 MUST 6E GIVEN TO THE Ol'lNER. AND MTER. DISTRICT. 1.4.5. GUARANTEES, 1.4.5.1. CONTRACTOR. SHALL FURNISH A l"IR.ITTEN CSUAR.ANTEE IN ACCORDANCE l"llTH THE GENER.AL CONDITIONS, FOR A PERIOD OF ONE (I) YEAR FR.OM THE DATE OF FINAL ACCEPTANCE AND CON• CLUSION OF THE MAINTENANCE PERIOD. 5UAR.ANTEE SHALL GOYER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SEffilNG OF THE BACKFILL, IN TR.ENCHE5 AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAG<ED THEREBY OR. THEREFROM. 1.4.5.2. MAJ-lJFACTUR.ER'S l"lAR.R.ANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIA61LllY UNDER. THE 5UAR.AN1EE. SUCH Y-IAR.R.ANlY SHALL ONLY SUPPLEMENT THE GUARANTEE. PAA:f 2 -~ya..ei, l'l.'\Tat HC7T1:S 2.1. GARl.56AD MUNICIPAL Y-IATER. DISTRICT, 2.1.1. ALL ON-SITI: IRRIGATION IMPR.OVEMENT5 5HOl"lN ON THE5E: PLANS ARE PART OF A RECYCLED Y-IATER. DISTRIBUTION SYSTI:M. NO CONSTRUCTION l'ilLL 6E ALLOJ'IIED UNTIL ALL APPF<Q./ALS HAVE BEEN OBTAINED. 2.1.2. CROSS CONNECTIONS 6ETl'iEEN RECYCLED Y-IATER. LINES AND POTA6LE Y-IATER. LINE5 ARE STRICTLY PROHl61TED. 2.1.3. t.l5E OF RECYCLED Y-IATER. SHALL 6E ADHERE TO TITLE 22, DIVISION 4, CHAPTER 3 OF THE CALIFORNIA CODE OF RE5ULATIONS AND CURR.ENT RULES, REGULATIONS AND SPECIFICATIONS OF THE DISTRICT. 2.1.4. THE CllY INSPECTOR. SHALL 6E NOTIFIED 41:> HOURS (2 JliOR.l(.ING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL l"lOR.I< PERFORMED l'ilTHOUT 6ENEFIT OF IN5PEGTION SHALL 6E SUBJECT TO REJECTION AND REMOVAL. 2.1.5. PUBLIC FACILITIES, SUCH AS DRINKING AND DECORATIVE FOUNTAINS, COMFORT STATION, PLAYCSR.OUND EGlUIPMENT, ETC., DO NOT EXIST ON THl5 PROJECT. 2.1.6. ALL ON-SITE RECYCLED Y-IATER. IRRICSATION PIPING, AND ON-51TE POTABLE Y-IATER PIPING INSTALLED UNDER. THIS DESICSN SHALL 6E IDENTIFIED IN ACCORDANCE VilTH THE DISTRICT 5TANOARD 5PECIFIGATION5. 2.1.'T. ALL ON-5ITE RECYCLED Y-IATER PIPING SHALL 6E PUR.PI..E COLOR.ED PVC, CONTINUOUSL l' 5TI:NGILED ON OPPOSITE SIDES OF THE PIPE l"llTH THE l"lORDS "CAUTION -R.EGYGLED Y-IATER." •. , . APPROVED MANUFACTURER OF THIS PIPE GAN 6E FOUND IN THE DISTRICTS' "APPROVED MA1ERIALS LIST'. 2.1.1:>. EACH AUTOMATIC CONTROLLER. AND IT5 ASSOCIATED EGlUIPME:NT SHALL 6E IDENTIFIED l"llTH A SIG<N SEARING THE l"lORD5 "R.EGYC.LEO MTER. USED FOR IRRIGATION" IN ENG-LISH AND SPANISH, l"llTH 6LACI< LETTERS AT LEAST ON!: INCH HIGH ON A PURPLE, PANTONE: 512, 6ACl<GoR.OUND. THE SICSN 5HALL 6E SO PLAc-ED AS TO 6E READILY SEEN 6Y ANY OPERATIONS PERSONNEL UTILIZING THE EGlUIPMENT. 2.1.'I. THE CONTRACTOR. 5HALL ADJUST ALL SPRINKLER HEAD5 FOR. OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THR.OmlNG THE FLOl"l CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. CONDITIONS THAT GAUSE OYER.SPRAY, PONDING, OR RUNOFF SHALL 6E ELIMINATED. Al:)JUST SYSTEM TO AVOID THE5E: CONDITIONS. 2.1.10. THE IRRl5ATION SYSTEM HAS BEEN DESIGNED TO AND SHALL BE OPERATED 6ETl"i;EN THE HOURS OF 10,00 P.M. AND 6,00 A.M. UNLES5 OTHERl'il5E: APPROVED BY THE DISTRICT. 2.1.11. NO SU65TITUTION OF PIPE MA1ERIALS l'ilLL 6E ALLOJ'IIED l'ilTHOUT PRIOR APPROVAL OF THE DISTRICT. 2.1.12. AN INITIAL AND ANNUAL CROSS-<-ONNEGTION IN5PECTION l"llLL 6E DONE AT sires l"llTH BOTH POTABLE AND R.EGYCLEO Y-IATER. SER.VICED 6Y THE DISTRICT AND/OR. THE SAN DIEOO COUNlY DEPARTMENT OF ENVIRONMENTAL HEALTH. c-OPIES OF INSPECTION R.EPOR.T5 l"llLL 6E FOR.Y-IARDED TO THE NON-INSPECTING PAR.lY. • 2.1.13. FAILURE TO COMPLY l"llTH THE DISTRICT'S RULES AND REGULATIONS IS A VIOLATION AND COULP RESULT IN SUSPENSION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. 2.1.14. ffiEN RECYCLED Y-IATER 6ECOMES AVJ>-.ILA6LE, AN ON-SITI: IJSER/SIJPER.VISOR. SHALL 6E DESIGNATED IN l"JRITINGo. THIS INDIVIDUAL SHALL 6E FAMILIAR VilTH PLUl-161NCS SYSTEMS l"llTHIN THE PROPERTY, VilTH THE 6ASIG C.ONCEPTS OF BACl<FLOWCROSS CONNECTION PROTECTION, THE RECYCLED PURVEYOR.'$ RULES AND RECSULATIONS AND THE SPECIFIC REGlUIR.EMENT5 OF A RECYCLED Y-IATER. SYSTEM. COPIES OF THE DESl5NATION, HITH CONTACT PHONE NUMBERS SHALL 6E PROVIDED TO THE CARl.56AD MUNICIPAL Y-IATER DIS"T:RICT AND SAN DIEOO COUNTY DEPT. OF ENVIRONMENTAL HEALTH. 2.1.15. BEST MANA6€MENT PRACTICES SHALL 61: USED TO ELIMINATE OR CONTROL TO THE 6EST EXTENT POSSIBLE PONDING<, RUN-OFF, OVER-SPRAY AND MISTING. 2.1.16. RECYC-LED Y-IATER. QUICK COUPLING VALVES SHALL 6E OF A lYPE DESIGNATED FOR. USE ON RECYCLED Y-IATER. DISTRIBUTION SYSTEMS (SPIJ<ES NOT INTE~HANGoEAeLE YllTH POTA6LE Y-IATER. GlUIGI< COUPLING VALVE 5PIJ<ES) PER. GARI.SBAO MUNICIPAL Y-IATER. DISTRICT'S R.E5ULA TIONS. 2.1.11. IN GASE OF AN EMER.5ENG'l", CONTACT, OR. AF1ER. HOURS, CONTACT, •LONGTERM MAINTENANCE SUPER.VISOR. ANO CONTACT PHONE NUMBERS SHALL 6E PROVIDED ON R.EGORD DRAl"llNGS. 2.2. DEPARTMENT OF ENVIRONMENTAi. HEALTH SUPPLEMENTAL NOTES, 22.1. ALL l"lOR.I< SHALL 6E DONE IN Ac-coR.OANCE l'ilTH THE GARl.56AD MUNICIPAL M1ER. DISTRICT'S RULES AND REG-ULA TIONS. 2.2.2. NON-DESIGNATED U5E AREAS SHALL 6E PR.01ECTED FROM CONTACT YllTH RECYCLED Y-IATER., l"IHETHER 6l' l"llND6LOl'IN SPRAY OR BY DIRECT APPLICATION THROUG-H IRRIGATION OR. OTHER USE. LACI< OF PROTECTION, i'IHETHER. 6l' DESl5N, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, 15 STRICTLY FORBIDDEN. 2.2.3. IR.R.15ATION HEADS SHALL 6E LOCATED OR AD.JJ5TEO TO MINIMIZE OR ELIMINATI: SPRAYING-ON SIDEl'iALl<S STR.EET5 AND NON-DESIGNA1ED U5E AREAS. 22.4. ON RECYCLED Y-IATER. SYSTI:MS, ALL APPURTENANCES /SPRINKLER. HEADS, VALVE BOXES, ETGJ SHALL 6E COLOR CODED PURPLE PER Al"lY-IA GUIDELINES ANO SECTION 1I6el5 OF THE CALIFORNIA HEAL TH AND SAFElY CODE. 2.2.5. ALL MAINTENANCE PERSONNEL MUST 6E EDUCATED ON A CONTINUOUS BASIS OF THE j PRESENCE OF RECYCLED Y-IATER. PERSONNEL MUST 6E INFORMED THAT THE RECYCLED Y-IA1ER. IS MEANT FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DR.INKING< PURPOSES, HAND Y-IASHING AND CLEANING OF TOOLS. 22.6. A PHYSICAL 5E:PAR.ATION SHALL 6E PROVIDED BETJ'IIEEN Al:1JACENT AREAS IRRICSA'JFD l"llTH R.EGYCLED Y-IATER. ANO POTA6LE Y-IA1ER. SEPARATION SHALL 6E PROVIDED 6l' DISTANCE, CONCRETE MOl'l STRIP OR OTHER APPROVED METHODS. PAAT9•SERV!Ga 3.1. Y-IA TER. SER.VICE, 3.1.1. POINT OF CONNECTION 5HOl'iN ON PLANS 15 APPR.OXIMATI:. CONTRACTOR. SHALL COORDI- NATI: HITH Ol'iNER'S AUTHORIZED REPRESENTATIVE AND GOVERNING Y-IATER. DISTRICT TO HAYE Y-IATER. AVAILABLE l"IHEN R.EGlUIR.ED. 5.1.2. INDIVIDUALLY Ol'IINED, AGCES5ED OR MAINTAINED AREAS SHALL 6E 5E:PAR.ATELY METER.ED AND CONTROLLED. 3.1.3. EACH POINT OF CONNECTION SHALL 61: SER.VICED 6Y A 6AGl<FLOl"l PREVENTION DEVICE, LOCATED DO~ STREAM OF THE METER AND APPROVED 6'1' THE CITY OF CARl.56AD, CARLSBAD MUNICIPAL Y-IATER. DISTRICT, AND THE COUNlY OF 5AN DIEOO DEPARTMENT OF ENVIRONMENTAL HEALTH. 3.2. ELECTRICAL SER.VICE, 3.2.1. POINT OF CONNECTION 5HOl"lN ON PLANS IS APPROXIMATE. CONTRACTOR. SHALL COOR.DINA TE VilTH Ol"lNER'S AUTHORIZED REPRESENTATIVE TO HAVE POJ'IIER. AVAILABLE i'H;N R.EGlUIR.EO. 3.2.2. INDIVIDUALLY Ol'IINED, ACCE5SED OR MAINTAINED AREAS SHALL 6E SEPARATELY METER.ED AND CONTROLLED. 5.2.3. CONTROLLERS SHALL OPER.ATI: ON SINGLE PHA5E, 110 TO 120 VOLT, e,o Cl'GLE, ALTERNATING CURR.ENT AND "UL" LISTED. 3.2.4. CONTROLLERS SHALL 6E ENCLOSED IN A U.L. LISTED i"IEATHERPR.OOF COR.R.OSION-R.ESIST ANT ENCLOSURE l"llTH LOCKING GOYER. 3.2.5. CONDUIT FOR 120 VOLT AND 24 VOLT !'!IRING SHALL 6E APPROVED 6Y GOVERNING 6UILDINGo CODES FOR. ELECTRICAL SER.VICE. PART -4 • PROD1.1,;T9 4.1. IRRIG<ATION PIPE AND FITTINCSS, 4.1.1. COPPER PIPE AND FITTING-5, 4.1.1.1. PIPE 6ETJ'IIEEN THE METER ANO THE 6ACl<FLOl'i PREVENTION DEVICE SHALL 6E HARD COPPER, TYPE "I<". 4.1.1.2. FOR. COPPER. TUBING, ANSI 6 16.22 rlROUG-HT COPPER. OR CAST 6R.ASS, R.ECES5ED SOLDER JOINT lYPE FITTING-5. 4.1.2. BRASS PIPE AND FITTINGS, 4.1.2.1. BR.ASS PIPE, BR.ASS PIPE SHALL 6E IPS STANDARD J'IIEICSHT 125 POUNDS, % RED BR.ASS. 4.1.2.2. SR.ASS PIPE FITTING-5 AND CONNECTIONS, STANDARD 125 POUND CLASS l:>5 % RED 6R.A55 FITTINe,S AND CONNEC TION5. 4.1.3. POLYVINYL CHLORIDE (PVC) AND FITTINGS, 4.1.3.1. ALL ON-SITE RECYCLED Y-IATER. IRRIGATION PIPING, AND ON-SITE POTA!3LE Y-IA1ER. PIPING< INSTALLED UNDER THIS DESIGN SHALL 6E IDENTIFIED IN AGGORDANCE l"llTH THE DISTRICT'S STANDARD SPECIFICATIONS. 4.1.3.2. ALL ON-SITE RECYCLED M1ER. PIPING SHALL 6E PURPLE COLOR.ED PVG, CONTINUOUSLY S1ENCILED ON OPPOSITI: SIDES OF THE PIPE l"llTH THE l"lORDS 'CAUTION RECYCLED Y-IA1ER'. PACIFIC, PLASTIC CYCLE 5LOl"l RECYCLED Y-IA1ER. PIPE OR EGlUAL. 4.1.5.3. PRESSURE SUPPLY LINES, FOR. PIPINCS UPSTREAM OF REMOTE CONTROL VALVES AND GllJIGI< COUPLERS. ALL Tl"lO (2) INCH AND LAR.G<ER SIZED PIPE SHALL 6E CLASS SIS POL YVIN'l"L CHLORIDE (PVC). ALL 1-1/2 INCH AND SMALLER SIZED PIPE SHALL 6E TYPE I, 1jR.ADE 2, DESIGNATED A5 PVC 1220, ¾HEDULE 40. 4.1.3.4. FOR. IRRIGATED AREAS l"llTHIN A HOME Ol'lNER.'S ASSOCIATION MAINTAINED AR.EA, ALL NON-PRESSURE PIPINCS DOl'!NSTR.EAM OF REMOTE CONTROL VALVES, lYPE I, GRADE 2 (IMPACT MODIFIED), AS DESl5NATED A5 PVC 1220, CLASS 200, (SOR. 21), CONFORMING TO COMMERCIAL STANDARDS GS 256-63. 1/2' PURPLE PIPE 15 NOT PERMITTED. (FOR. R.EG'l"GLEO Y-IA TEP.) 4.1.3.5. IDENTIFICATION, FUR.NISH PLASTIC, PIPE CONTINUOUSLY AND PERMANENTLY MARKED l"llTH FOLLOl"llNCS INFORMATION: MANUFACTURER'S NAME OR TR.ADE MAR.I<, SIZE, CLASS AND lYPE OF PIPE, l'iOR.l<ING PR.ESSURE AT 13.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (1-jSF) RATING. 4.1.3.6. SLEEVES SER.VICING Y-IATER LINES AND ELECTRICAL CONDUIT SHALL 6E SCHEDULE 00 PVC. 4.1.3.1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS, lYPE II, CSR.ADE I, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FR.OM VIRG<IN COMPOUNDS AS SPECIFIED FOR PIPING< TAPER.ED SOCKET OR MOLDED THREAD lYPE, SUITAEILE FOR EITHER SOLVENT l"lELP OR SCR.El"iED CONNECTIONS. MACHIN!: THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT AC,C,EPTA6LE. FUR.NISH FITTINGS PERMANENTLY MARl<ED HITH FOLLOl"llNG INFORMATION, NOMINAL PIPE SIZE, lYPE AND ¾HEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (1-jSF) SEAL OF APPROVAL. PVC-FITTINCS SHALL CONFORM TO ASTM D2464 AND D:24b6. 4.1.s.e,, SOLVENT GE:ME:NT5 SHALL COMPLY VilTH ASTM D2564. SOCl<ET JOINTS SHALL 6E MADE PER. RECOMMENDED PR.OCEDUR.E5 FOR. JOINING< PVG PI.ASTIG PIPE AND FITTING-5 l"llTH PVG SOL.VENT CEMENT BY THE PIPE AND FITTIN(S. MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564. 4.1.3.'I. THREAD LUBRICANT SHALL 6E 1EFLON R.IBOON-lYPE, OR APPROVED EGlUAL, SUITABLE FOR. THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. 4.1.5.10. NO CLOSE NIPPLES SHALL 6E USED. 4.2. VALVES: 42.1. MASTER. CONTROL VALVES, 4.2.1.1. MASTER. CONTROL VALVES SHALL 6E AS SPECIFIED IN DRN'UNCSS. 4.2.1.2. MASTER. CONTROL VALVE5 SHALL NORMALLY CLOSED VALVES AND OPERABLE MANUALLY l'ilTHOUT ELECTRIC-llY. 4.22. REMOTE CONTROL VALVES, 4.2.2.1. REMOTE CONTROL VALVES SHALL 6E AS 5PEGIFIED IN DRAl'IINGS, 4.2.2.2. VALVES SHALL 6E OPERABLE MANUALLY l"llTHOUT ELECTRICllY. THE VALVE SHALL HAVE A PRESSURE REGULATING< MODULE CAPA6LE OF REG<ULATING OUTLET PRESSURE 6ETl"l!:EN 15 AND 100 P.5.1. /+ 5 P.S.IJ. MODULE SHALL HAVE AN Al:1JUSTING SCF<El'l FOR. SETTING PRESSURE ANO A SC.HR.ADER. VAL VE CONNECTION FOR. MONITOR.ING Pl'lESSURE. PRESSURE REGU- LATOR. SHALL 6E AOJJSTED AT EACH VALVE FOR. PROPER DOl"INSTREAM PRESSURE R.EGlUIRED. 4.2.3. GlUICI< COUPLING VALVES, 4.2.3.1. GlUIGI<: COUPLING VALVES SHALL 6E I' SIZE, BRASS AND AS SPECIFIED ON THE DR.Al'llNG-5. 4.2.3.2. GllJIGI< COUPLING VALVES 5E:R.VICIN~ POTA!3LE MTER IRRIG<ATION SYSTEMS SHALL HAVE A STANDARD KEY AND BODY l'ilTH LOCKING YELLOl"l RIJ66ER COVER. 4.2.9.5. GllJIC:I< COUPLING VALVE5 SERVICING RECYCLED Y-IATER. IRRIG<ATION SYSTEMS SHALL HAVE AN ACME THREADED KEY AND BODY l'!ITH LOCl<INCS PURPLE RU6!3ER. COVER. GOVER SHALL 6E MARKED "DO NOT DRINK" IN SPANISH AND EN5LISH. 4.2.9.4. GlUIC.I< COUPLING KEY SHALL 6E OF 6R.A55/6R.ONZE l"llTH A HOSE 616 AS5EM6L l'. SUPPLY Tl"lO /2) HOSE 616 ASSEMSLIES FOR EAc-H lYPE OF GllJICI< COUPLINCS VALVE USED. 4.2.4. BALL VALVES, 4.2.4.1. BALL VALVES SHALL 6E AS SPECIFIED IN DR.Al'llNGS. 4.2.5. CHEGI< VALVES, 4.2.5.1. CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL 6E R.EGlUIR.ED TO PR.EVENT LOl'i HEAD DR.AINA5E OF IRRIGATION Y-IATER FROM SPRINKLER. SYSTEM DUE TO GHANGE5 IN ELEVATION 4.2.5.2. CHECK VALVES SHALL 6E HUNTER HCV-5ER.IES. 4.3. VAi.VE ANP PULL BOXES, 4.3.1. R.EMOTI: CONTROL VALVE BOXES FOR POTABLE MTER IR.R.IG<ATION SYSTEMS SHALL 6E 10' X l'I' NOM. PLASTIC, VALVE BOXES, MANUFACTURED 6l' AMETEK, PA1~T #110106, OR EGllJAL. 4.3.2. REMOTE CONTROL VALVE BOXES FOR RECYCLED Y-IATER. IRRIGATION SYSTEMS SHALL 6E 10' XI~' NOM.PLASTIC VALVE OOXES, MANUFACTURED Bl' AMETEK, PART #110131, OR EGlUAL. 4.3.5. SALL VALVE 60XE5 FOR POTA6LE Y-IATER. IRRIGATION SYSTEMS SHALL 6E PLASTIC VALVE OOXES, MANUFACTURED 6Y AMETEK, PART #lell04, OR EGlUAL. 4.3.4. SALL VAlVE OOXES FOR. R.EG'l"GLED Y-IATER IRRIGATION SYSTEMS SHALL 6E PURPLE PLASTIC, VALVE OOXES, MANUFACTURED 6Y AMETEK, PART #1!>1113, OR EGlUAL. 4.5.S. PULL OOXES FOR. POTA6LE Y-IATER. IRRl5ATION SYS1EMS SHALL 6E PURPLE PLASTIC VALVE BOXES, MANUFACTURED 6l' AMETEK, PART #l1:>II04, OR. EGlUAL. 4.3.6. PULL 60XE5 FOR RECYCLED Y-IATER. IRRIGATION SYSTEMS SHALL 6E PLASTIC VALVE OOXES, MANUFACTURED 6l' AMETEK, PART #1!>1113, OR EGlUAL. 4.4. 5PR.INl<LERS: 4.4.1. SPRINKLER. HEADS SHALL 6E OF THE TYPES AND SIZES l"llTH DIAMETER /OR. RADIUS) OF THROl"l, PRESSURE, NOZZLE DISC.HAR.GE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAl'IINGS. 4.4.2. ALL SPRINKLER. HEADS OF THE SAME lYPE AND SIZE SHALL 6E OF THE SAME MANU- FACTURER.. HEAD5 SHALL 6E EQUIPPED l'ilTH ALL OPTIONS AND EGlUIPMENT PER. THE IR.R.ICSATION LECSEND. 4.4.3. ALL SPRINKLER. HEADS SHALL 6E EGlUIPPED l'ilTH A MANUFACTURER INSTALLED INTERNAL CHECK VALVE, i'IHEN AVAILA6LE. 4.4.4. ALL SPRINKLER. HEADS USED ON RECYCLED Y-IA1ER. SYS1EHS SHALL 6E EGlUIPPED HITH MANUFACTURER'S PURPLE C-OYER.5. 4.5. DRIP IRRIGATION EMITTERS 4.5.1. THE EMITTER. SHALL HAVE A 1/2 INCH FEMALE NATIONAL PIPE THREAD (FNPT) INLET FOR CONNECTING-TO THE PIPING 5Y5TEM. 4.5.2. THE EMITTER SHALL 6E A PRESSURE COMPENSATING lYPE CAPABLE OF HAVING< A Dl¾HARGE RATE FROM .5 TO 6 GALLONS PER HOUR, l'ilTH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION FOR ADDING< Al:)DITIONAL OUTLET5. 4.5.3. THE EMITTER SHALL OPERATE l"llTHIN A PRESSURE RAN5E OF 5 -60 P.5.1. 4.5.4. THE EMITTER BODY SHALL 6E CONSTRUCTED OF DUR.AflLE HEAT-RESISTANT ACElYL PLASTIC /:JV RESISTANT). THE FLOl'i RECSULATINCS DIAPHRACSM SHALL Be OF SILICONE RU66ER. 4.5.5. THE EMITTER SHALL 6E GAPA!3LE OF OPERATING YllTH 140 MESH FILTRATION. 4.5.6. PR.ODUCT5, THE EMITTER SHALL 6E MANUFACTURED 6Y OLSON OR APPROVED EQUIVALENT. 4.6. SACl<FLOl'i PREVENTION DEVIC-E5, 4.6.1. REDUCED PRESSURE PRINCIPLE 6AGl<FLOl"l PR.EVEN1ERS SHALL 6E SR.ASS, 6RONZE, OR. EPOXY GOA1ED GAST-IRON BODIES VilTH ALL BRONZE OR. STAINLESS S1EEL TRIM AND ALL MOVING PARTS OF NON-CORROSIVE MATERIALS AND SHALL COMPLETELY AND POSITIVELY PR.EVENT 6AGl<-SIPHONING OF Y-IATER. THE BAGl<FLOl"l PREVENTER. ASSEMflLY SHAFT INCLUDES INLET AND DISC.HAR.CSE SHUTOFF BALL VALVE5 l"llTH ALL RISERS, CONNECTORS, AND APPURTENANCES OF GLASS I RED BR.ASS PIPE, CONFORMING TO l"ll"l-P-951, AND RED BR.ASS FITTINGS l"llTH PRESSURE RATING< I CONFORMING TO l"ll"l-P-4b0. SACl<FLOl"l PR.EVENTERS SHALL 6E OF THE lYPE AND SIZE DESIGNATED ON THE DRAl'llNe,S. 4.6.2. ATMOSPHERIC AND ANTI-SIPHON BAGl<FLOl'i PREVENTERS SHALL 6E 6R.ASS l'ilTH NON- CORROSIVE PARTS AND SHALL COMPLETELY AND POSITIVELY PR.EVENT 6AGl<-5IPHONINGo OF Y-IATER.. ANTI-SIPHON VALVES SHALL 6E CONVERTIBLE TO AUTOMATIC, CONTROL. 6ACKFLOl'i PR.EVENTERS SHALL 61: lYPE AND SIZE A5 DESIGNATED ON THE DRAl'IINGS. 4.1. PRESSURE REGULATION DEVICES, 4.1.1. PRESSURE REG<ULATION DEVICE SHALL 6E AS SPECIFIED IN D~ING-5. 4,e,, CONCRETE THRUST 61..0CI< AND SLIPPORT5, 4.fi.l. ALL CONCR.ETI: l"lORI< SHALL SE 2poo PSI MINIMUM COMPRESSIVE STRENGTH AT Tl"l!:NlY- EICSHT (2e) DAYS, 5 5ACI< MIX, TOOL FINISHED ON EXPOSED SUR.FACES. 4.'I. AUTOMATIC CONTROL SYSTEM, 4.'1.1. CONTRACTOR SHALL FURNISH LOl'i VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC, CIRCUIT VALVES OF UNDER.5R.OUNP IRRIGATION SYSTEMS. PROVIDE UNIT OF GAPACllY TO SUIT NUMBER OF Gl~UIT5 AS INDICATED. 4.'1.2. AUTOMATIC, CONTROLLER SHALL 6E FURNISHED AND INSTALLED GOMPLETE VilTH ALL ELECTRICAL GONNEGTION5, READY FOR. OPERATION, AND YllTH OPTIONS SPECIFIED HEREIN. 4.~.2.1. AUTOMATIC, CONTROLLER. SHALL 6E A5 SPECIFIED IN DRAl"llNGS. 4.~.2.2. UNIT SHALL HAVE AN INPUT OF 110/120 VOLT, 60 CYCLE, 6E COMPLETELY AUTOMATIC, AND SHALL FUNCTION OPTIONALLY l"llTH OR l"llTHOUT THE CLOCK. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/21:> VOLT, 60 CYCLE. 4,q,2,3. ANY STATION MAY 6E R.EPEA1ED INDEPENDENTLY IN ANY 24 HOURS. 4,q,2,4. STATIONS SHALL 6E ADJUSTA6LE TO I MINUTE TO 5'1 MINUTES. 4A2.5. MECHANISM SHALL 6E HOUSED IN A STUR.Ol', VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 5AUG<E STEEL, OR GA5E: ALUMINUM; FURNISHED FOR MAXIMUM PR01EGTION, AS GALLED FOR ON THE DRAl"llNCS5 (SIZE AS REQUIRED) 4.10. AUTOMATIC, CONTROL YllRE, 4.10.1. DIRECT BURIAL COPPER l'ilR.E A/'15-U.F. 600 VOLT, SINGLE CONDUCTOR. SOLID COPPER, PLASTIC, INSULATED GA6LE, RATED FOR DIRECT BURIAL APPLICATION. 4.10.2. USE U.L. APPROVED, MINIMUM 14 GAUGE FOR PILOT AND 5PARE YllRES FOR. !'!IRE RUNS IN LESS THAN 1,200 LINEAL FEET. 4.10.3. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR PILOT AND SPARE YllRES FOR. l'ilRE RUNS IN EXCESS OF 1,200 LINEAL FEET. 4.10.4. USE U.L. APPROVED, MINIMUM 12 CSAUGE FOR COMMON YllRE!!>. 4.10.5. PILOT l"llR.ES 5HALL NOT 6E ffilTI: OR RED AND MUST 6E UNIQUE IN COLOR. FROM ANY OTHER PILOT YllRE ON THE SAME CONTROL SYS1EM. 4.10.6. COMMON l"llR.ES SHALL 6E COLOR.ED ffilTE. 4.10.1. SPARE l"IIR.ES SHALL 6E COLOR.ED RED. 4.11. FLOl'l SENSING DEVICE, 4.11.1. FLOl"l SENSING DEVICE SHALL 61: AS SPECIFIED IN DRAl'IIN55. 4.12. RAIN SENSING< DEVIC-E, 4.12.1. RAIN SENSING< DF.VICE SHALL 6E AS SPECIFIED IN DRAl'IINGS. 4.13. SOIL MOISTURE SENSING DEVICE, 4.13.1. SOIL MOISTURE SENSING DEVICE SHALL 6E AS SPECIFIED IN DRAl'IINGS. 4.13.2. THE DEVICE SHALL 6E SOLID STATI: AND INSTALLED PER MANUFACTURERS SPECS. "AS-BUILT " ADL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. EXP. ____ DATE REVIEWED BY: INSPECTOR DATE PLANNING --- ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 ~1 □)721-B137 fAX:~10)721-8321 0A1E, s-2e-oe JOB NO, 20522 SCALE: NIA DRAWN BY: ;,M SHEET NO., 6 OF 10 ~ CITY OF CARLSBAD ~ 1----+--+----------------1----+----l---+-----I LJ)_§_j PLANNING DEPARTMENT LJ.Q_j ~==="==============='..':::::::::::::::=; LANDSCAPE IRRICSATION SPEC-IFICATIONS FOR, CARLSBAD OAKS NORTH ENTRY MONUMENTATION @ STATION PT. 38+25.6 1--~l-------1------------1-------l---l----1----l ·1 PLANNING l1-.A{ Gt:-~,_;;r DA1E INITIAL DA1E INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CT97-13 DRAWING NO. 415-9P iE ..r. -cc U'\ 0 z ~ ' _s:, ~ -0 i ("' ~ ~ ' - ,!;) 0 I __J I I I ! 4.13.3. THE DEVICES SHALL BE LOCATED PER THE DAAY'IINGS AND 5V6JECT TO FIELD APPROVAL 6Y THE LANDSCAPE ARCHITECT. 4.14. IDENTIFICATION TAPE, 4.14.1. MARKER TAPE FOR 51..EfVES SHAU. 6E METALLIC, 6A5ED ;l" HIDE LOCATING TAPE MARKED "IRRIGATION' IN Tl'iO INCH PIJRPL.E LETTERS AT THREE FEET ON CENTER 4.14.2. MARKER. TAPE FOR. Dl~T 6URIAL l'ilRES SHALL 6E 3' HIDE RED COLORED "ALLEN ALLEN TAPE" OR EQUAL. 4.15. RECYCLED JIII.A,TER TAG, 4.15.1. RECYCLED JIII.A,TER IDENTIFIC:,ATIONS TAGS SHALL 6E l'iaATHE~ PLASTIC 3' X 4", PURPLE IN COLOR HITH THE ~SIN BLACK READING, "CAUTION· ~YCLED JIII.A,TER • DO NOT DRINK', IMPRINTED ON ONE SIDE AND ''PELIGRO • AGUA IMPURA • NO BERBER.', PRINTED ON ON THE OTHER SIDE. 4.15.2. ~YCLEJ:;I MTER IDENTIFICATIONS TAGS SHALL 6E MANUFACTURED BY T. CHRISTY ENTERPRISES, (114) 111-4142, OR EGIUAL. PART 5 • EXEGIITIOM 5.1. SYSTEM DESIGN, 5.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING HITH V'lORK UNDER THIS CONTRACT. 5.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES 5lJCH AS POY'€R, TELEPHONE, DOMESTIC MTER, JIII.A,TER, AND TILE DRAINS. EXTREME CARE SHALL 6E TAKEN BY THE CONTRACTOR ffiEN EXCAVATING OR l"IORJ<ING IN THESE AREAS AND COORDINATION AND COOPERATION BET~EN THE O~R.'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE l'iORJ< PROGRESSES TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO ~5ENTATIYE AS HORI< PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR. SHALL BE RESPONSIBLE FOR DAMA<:>E TO ANY UTILITIES. 5.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED 6E FOUND DURING EXCAVATION, THE CONTRACTOR. SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE HITH HORI< IN THE A~1JXCEPT NECESSARY EMERGENCY HOR.I<_., TO REPAIR OR PREVENT DAMAGE UNTIL INS,,.,,..,TION5 ARE GIVEN TO THE CONTRACTOr< BY THE O~R.'S REPRESENTATIVE. 5.1.4. FAILURE TO NOTIFY THE OHNER OF DISCOVERY OF 5VCH UTILITIES OR DAMAGE THERETO HILL RE5VLT IN THE CONTRACTOR. BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 5.1.5. THE CONTRACTOR. SHALL, BEFORE STARTING HOR.I< ON THE SPRINKLER SYSTEM, CAREFULLY ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED HITH THE V'lORK, AND TO RESTORE FINISH GR.ADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 5.1.6. INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED l'V THE LANDSCAPE DAAY'IINGS TO AVOID INTERFERING l'VTHE TREES, SHRUOO, OR OTHER PLANTING. 5.1.1. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REGIIJIRED DUE TO DIFFERENCE BET~ SITE AND DAAY'IINGS. ANY 5lJCH DEVIATIONS IN LAYOUT SHALL BE HITHIN THE INTENT OF THE ORIGINAL DAAY'IINGS, AND HITHOUT ADDITIONAL COST TO THE OHNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 5.1.~. DO NOT HILLFULLY INSTALL THE SPRINKLER. SYSTEM AS INDICATED ON THE DAAY'IING ffiEN IT 15 06YIOU5 IN THE FIELD THAT PREVIOUSLY UNKNOHN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAYE BEEN CONSIDERED IN THE ENGINEERING. 51JCH OBSTRUCTIONS OR DIFFERENCES SHOULD 6E BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 5.1.~. JIII.A,TER SUPPLY, THE CONTRACTOR SHALL CONNECT TO THE MTER SOURCE A5 INDICATED ON THE DRAl'ilNGS THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING v,JpR.K. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOHN ON THE PLANS, THE CONTRACTOR HILL PROMPTLY NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING HOR.I<. 5.1.10. HORKMANSHIP AND PROCEDURE, THE ROUTINl:o OF THE PRESSURE 5VPPL Y LINES AS INDICATED ON THE DR.AHIN1:o5 15 DIAGRAMMATIC. LOCATE ALL PRE55lJRE 5VPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE $PECIFIC.ATION5. PART 6 • INSTAl..1-"TlOM, 6 .I. GENERAL, 6.1.1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, AND ASSOCIATED EGIIJIPMENT SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EGIUIPMENT SHALL BE LOCATED IN HARDSCAPE, GROUP VALVE BOXES TOi:.ETHER. AND LOCATE IN SHRUB AREAS, HHENEYER POSSIBLE. 6.1.2. UNLESS OTHER.HISE INDICATED, COMPLY HITH REGIIJIREMENTS OF UNIFORM PLUMBING CODE. 6.1.3. PLANT MATERIAL 24" BOX SIZE AND LARGER SHALL BE PLANTED PRIOR TO THE INSTALLATION OF IRRIGATION PIPING. 6.1.4. VERIFY HATER PRESSURE AT EACH POINT OF CONNECTION PRIOR TO INITIATING HORI<. NOTIFY THE OHNER'S AUTHORIZED REPRESENTATIVE IF PRESSURE 15 LESS THEN INDICATING ON DAAY'IINGS. CONTRACTOR 15 RESPONSIBLE FOR ALL FIELD REVISIONS IF OHNER'S AUTHORIZED REPRESENTATIVE 15 NOT INFORMED OF DISCREPANCIES. 6.1.5. CONNECTION TO MAIN, CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. 6.2. EXCAVATION OF TRENCHES, 6.2.1. EXCAVATE TRENCHES, PREPAl'<l: 5VBGR.ADE, AND BACKFILL TO LINE AND CS.RADE HITH 5VFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT 6AC,KFILL UNTIL THE PIPE SYSTEM HAS BEEN SU6JECT TO A HYDROSTATIC TEST A5 SPECIFIED. 6.2.2. TRENCH DEPTH SHALL 6E AS FOLLOHS, 6.2.2.1. RECYCLED PRES5VR.E SUPPLY LINE (2-1/2" I.D. PIPE AND SMALLER! Ie,• MIN. COYER. 6.2.2.2. RECYCLEJ:;I PRE55VR.E SUPPLY LINE (3" I.D. PIPE AND LARGE!<J 24' MIN. COYER. 6.2.2.3. ~YCLED NON-PRESSURE LINE (2-1/2" I.D. PIPE AND SMALLEf<J ADJUST ACCORDINGLY. 6.2.2.4. ~YCLED NON-PRESSURE LINE /3' I.D. PIPE AND LAR1:oEI<,) Je," MIN. COYER. 6.2.2.5. RECYCLED PRESSURE 5VPPLY LINE IN SLEEVE, PER DETAIL SHOHN. 6.2.2.6. RECYCLED NON-PRESSURE LINE IN SLEEVE, PER DETAIL SHOWN. 6.2.2.1. ELECTRICAL AND COMMUNICATION CABLE IN SLEEVE 90" MIN. 6.2.2.a. DISTRIBUTION DRIP TUBING 4" MIN. COYER 6.2.3. 5VB50IL SHALL BE FREE OF ALL ROCKS OYER ONE (I) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO U5E AS BACKFILL. 6.2.4. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COYER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY OF HORKMANSHIP AND MATERIALS. 6.2.5. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, HITH 5VITA6LE AND APPROVED MATERIAL, TAMP SOIL AROUND PIPE AND THOROUGHLY COMPACT ALL TRENCH FILLS UNTIL '10 ~ COMPACTION HAS BEEN ACHIEVED. 6.2.6. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR P\/C, PLASTIC. PIPE AND BRASS PIPING. 6.3. INSTALLATION OF POLYVINYL CHLORIDE PIPE, 6.3.1. BECAUSE OF THE FRAGILE NATURE OF PLASTIC, PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADINCS. AND STORING, TO AVOID DAMACS.E. 6.3.2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COYER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE HITH A ElED LONCS. ENOUGH TO ALLOH THE LENGTH OF PIPE TO LAY FLAT 50 AS NOT BE 5U6JECTED TO UNDUE: BENDING, OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 6.3.3. ANY PIPE THAT HAS BEEN DENTED OR DAMAl:ofD SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION 15 CUT OUT AND PIPE RE.JOINED HITH A COUPLINl:o. 6.3.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GR.ADE TO THE TOP OF THE PIPE, THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. 6.3.5. PIPE ENDS AND FITTINGS SHALL BE HIPED WITH "MEI<" PRIMER, OR APPROVED EGlUAL, BEFORE HELDINCS. SOLVENT 15 APPLIED. i"lELDED JOINTS SHAU. 6E GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL 6E BEVELED TO R.EMOYE 6URR.5 AND EXCESS MATERIAL BEFORE FITTING AND GLUIN6 TOGETHER 6.3.6. PIPE SHALL 6E SNAKED FR.OM 5IDE·T0-5IDE OF TRENCH BOTTOM TO ALLOH FOR EXPANSION AND CONTRACTION. 6.3.1. CENTER LOAD PIPE HITH SMALL AMOUNT OF 6AC,KFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE .JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. 6.3.~. NO JIII.A,TER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT ~LD SETTINCS. AND CUR.ING. 6.3.'I. PLASTIC TO METAL JOINTS SHALL BE MADE HITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN HITH A STRAP HRENCH. 6.3.10. PLASTIC TO PLASTIC .JOINTS, SOLVENT-~LD, USINl:o SOLVENT RECOMMENDED BY PIPE MANUFAG-TURER ONLY. 6.3.11. 50LVENT-!'€LD .JOINTS, ASSEMElLE PER MANUFACTURER'S RECOMMENDATIONS. 6.3.12. PROVIDE MINIMUM OF 4' OF CLEARANCE BET~ PIPES SHARIN6 THE SAME TRENCH. 6.4. INSTALLATION OF METAL PIPE, 6.4.1. CUT 6RASS PIPINl:o BY POHER HACKSAi"I, CIRCULAR CUTTING MACHINE USING AN ABRASIVE HHEEL, OR HAND HACKSAH. CUT NO PIPIN6 WITH METALLIC l"IHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH ED5ES OF ElURRS FOR SMOOTH AND UNOBSTRUCTED FLOl't. 6.4.2. CAREFULLY AND SMOOTHLY PLACE THREAD LU6RICANT ON MALE THREAD ONLY. TIGHTEN SCREHED JOINTS HITH TONGS OR HR.ENCHES. CAULKING 15 NOT PERMITTED. 6.4.3. DIELECTRIC PROTECTION, U5E DIELECTRIC FITTINGS AT CONNECTION JIIIHERE PIPES OF DISSIMILAR METAL ARE JOINED. 6.5. REMOTE CONTROL VALVES, 6.5.1. HHER.E POSSIBLE, INSTALL REMOTE CONTROL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOHN ON THE DAAY'IINGS. 6.5.2. HHERE POSSIBLE, VALVES SHALL BE GROUPED TOGETHER 6,5.3. REMOTE CONTROL VALVES SHALL BE NOR.MALLY CLOSED TYPE VALVES. VALVES SHALL BE OF SL.OH CLOSINl:o DESIGN AND AUTOMATICALLY CLOSE IN THE EVENT OF POY'€R FAILURE. 6.5.4. ALL CONNECTIONS TO VALVES SHALL 6E MADE HORIZONTALLY. 6.6. G!LIICK COUPLINl:o VALVES, l!>.6.I. HHERE POSSIBLE, INSTALL QUICK COUPLING VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOHN ON THE DAAY'IINGS. 6.6.2. QUICK COUPLINCS. VALVES SHALL BE APPROXIMATELY 12 INCHES FROM PAYING, HALKS, HEADERS OR CURBS, AND AS SHOHN ON PLANS AND AS Dl~TED. l!>.6.3. QUICK COUPLING VALVES SHALL BE INSTALLED APPROXIMATELY THREE INCHES ABOVE FINISH GRADE IN SHRUB AND/OR GR.OIJNDCOYER AREAS. VALVES SHALL 6E INSTALLED 1/2' ABOVE FINISH GRADE. HHERE R.EG!LIIRED TO BE LOCATED IN TURF AREAS. 6.6.4. GlUIC.K COUPLING VALVES ON RECYCLED HATER SYSTEMS BE OPERATED ONLY HITH A SPECIAL KEY HITH ACME THREADS AND LOCKING COYER TO PREVENT UNAUTHORIZED USE. COYER SHALL 6E PURPLE RUElElER OR VINYL. 6.6.5. ACME THREADED QUICK COUPLING VALVES ARE NOT PERMITTED ON POTABLE HATER SYSTEMS. 6.6.6. GlUICK COUPLINl:o VALVES ON RECYCLED JIII.A,TER SYSTEMS SHALL BE INSTALLED IN 'I' DIA. PURPLE VALVE BOXES. 6.1. BALL VALVES, 6.1.1. WHERE POSSIBLE, INSTALL BALL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOHN ON THE DAAY'IINCS.S. 6.1.2. BALL VALVES SHALL BE INSTALLED TO ISOLATE INDIVIDUAL VALVES OR VALVE MANIFOLDS. 6.1.3. BALL VALVES SHALL BE INSTALLED TO BREAK UP AREAS INTO MANAGEABLE AREAS, TO LIMIT DRAINING OF MAINLINE DURING REPAIRS. 6.a. CHECK VALVES, 6.a.J. PROVIDE MANUFACTURER'S INSTALLED CHECK VALVES IN ALL POP-UP SPRINKLER HEADS. 6.a.2. HHERE MANUFACTURER'S INSTALLED CHECK VALVES ARE NOT AVAILABLE INSTALL CHECK VALVES ON POP-UP SPRINKLERS SHINl:o .JOINT ASSEMBLY OR BEL.OH THE HEAD FOR SHRUB HEADS ON RISERS. 6.a.3. ADDITIONAL IN-LINE CHECK VALVES SHALL BE INSTALLED HHEREYER NECESSARY TO PREVENT LOH HEAD DRAINAGE AFTER THE SYSTEM 15 SHUT OFF. 6.'I. VALVE AND PULL BOXES, 6.'1.1. INSTALL NO MORE THAN ONE VALVE PER BOX. 6.'1.2. VALVE BOXES SHALL BE INSTALLED ADJACENT TO PAYINIS SUR.FACES, HHERE POSSIBLE. 6.'1.3. VALVE BOXES SHALL BE INSTALLED HITH THE TOP OF COYER SET NO Hll:oHER THAN ADJACENT PAYING SUR.FACE. 6.'1.4. IN S!iRU6 AREAS VALVE BOXES SHALL BE INSTALLED HITH THE TOP OF COVER SET mo INC.HES A60YE FINISH GR.ADE. 6.'1.5. IN LAHN AREAS VALVE BOXES SHALL BE INSTALLED WITH THE TOP OF COYER SET ONE· HALF OF AN INCH ABOVE FINISH GRADE. 6.'1.6. ON THE INSIDE SUR.FACE OF EACH REMOTE CONTROL VALVE BOX, PULL BOX LID AND QUICK COUPLING BOX LID, l'IR.ITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT HRITE ON VALVE BOX LID. 6.'l.i. BALL VALVE BOX LIDS SHALL MARKED HITH THE LETTERS "6Y'. 6.'l.a. MASTER VALVE BOX LIDS SHALL MARKED HITH THE LETTERS "MY". 6.~.~. G!LIIC.K COUPLING VALVE BOX LIDS SHALL MARKED HITH THE LETTERS "QC'. 6.~.10. PULL BOX LIDS SHALL MARKED HITH THE LETTERS "PB" OR '"c'. 6.'l.11. HHERE PULL BOXES ARE LOCATED AT STREET CROSSINGS, PULL BOX LIDS SHALL MARKED HITH THE LETTERS "XING". 6.10. SPRINKLER HEADS, 6.10.1. ALL SPRINKLER HEADS SHALL BE INSTALLEJ:;1 AS PER DETAILS SHOHN. 6.10.2. 5HRIJ6 HEADS ON RISERS ARE NOT PERMITTED TO 6E LOCATED ADJACENT TO PAYIN1:o 5UR• FACES, HEADERS, TOP OF RETAINING HALLS, IN FRONT OF PROJECT SIGNAeE OR IN TURF AREAS. 6.10.3. TOP OF POP-UP SPRINKLER. HEADS SHALL BE INSTALLED FLUSH HITH ADJACENT PAVING 5URFACE. 6.10.4. POP-UP SPRJNKLER HEADS SHALL BE INSTALLED APPROXIMATELY FOUR INCHES AMY FROM ANY PAYING 5VR.FACE. IN SHRUB AREAS, HHER.E POP-UP SPRINKLER HEADS ARE LOCATED AT THE HEAD ON A PAR.KING STALL, POP·Lf' SPRINKLERS SHALL BE LOCATED EIGHTEEN INCHES FROM BACK OF CUR.13. 6.10.5. SPRINKLER HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR alMINATE OYER-SPRAYING ON 5IDEHALK5, STREETS, HINDOHS, HALLS AND ALL OTHER NON-DESIGNATED U5E AREAS. 6.10.6. SPRINKLER HEADS HITHIN THE SAME CIRCUIT SHALL BE OF THE SAME MANUFACTURER AND SERIES AND HAYE A UNIFORM PRECIPITATION RATE. 6.10.1. SPACING OF SPRINl<LER HEADS SHALL NOT EXCEED MAXIMUM DISTANCES AS INDICATED IN THE IR.RIISATION LEGEND. 6.10.~. ADJUST NOZZLES ARCS AND PRESSURE COMPENSATING DEVIGl:5 TO 5VIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOR.OUGHL Y TESTED, IMMEDIATELY AFTER HRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO 50. 6.11. ElACKFLOH PREVENTER, 6.11.1. 6ACKFLOH PREVENTER ASSEMElLY SHALL BE INSTALLED IN ACCORDANCE HITH MANUFACTURER'S SPEc:IFICATION, LOCATED AND AS Dl~TED OM DAAl"IINGS ADJACENT TO TI-E POINT OF CONNECTION, AND SHALL CONFORM TO ALL APPLICABLE HEALTH CODE AND ORDINANCE REG!LIIREMENTS. 6.11.2. BACKFLOH PREVENTER ASSEM6LIE5 SHALL BE LOCATED SHRUB AREAS HHERE POSSIBLE, EXACT LOCATION AND POSITIONINIS SHALL l3E VERIFIED ON THE SITE AND SHALL BE APPROVED 6Y THE DISTRICT. 6.11.3. BACKFLOl'I PREVENTER ASSEMElLIES FOR POTABLE HATER IRRIGATION SYSTEMS SHALL BE PAINTED FLAT BLACK. 6.11.4. BAC.KFLOW PREVENTER A55EMElLIES FOR POTABLE RECYCLED JIII.A,TER IRRIGATION SYSTEMS SHALL BE PAINTED PUl<.PI..E. 6.12. FLUSHINIS SYSTEMS, 6.12.1. AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF HATER SHALL BE U5ED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM 15 THOROUGHLY FLUSHED, CAP ALL RISERS. 6.13. TESTING, 6.13.1. NOTIFY LANDSCAPE ARCHITECT AND CITY INSPECTOR IN HRITINl:o HHEN TESTING HILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. 6 .13.2. PRESSURE TEST, 6.13.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRE55UR.E OF 125 LBS. PER 5Gl. INCH AND ALL NON PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRE55VRE AND BOTH BE PROVEN MTERTIGHT. (CONTRACTOR. TO SUPPLY ALL HYDROSTATIC. TEST EQUIPMENT NEEDED FOR TESTINGJ 6.13.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP,_THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM 15 PROvt:N MTERTIGHT. 6.13.2.3. TESTS SHALL BE OBSERVED AND APPROVED BY THE CITY INSPECTOR, LANDSCAPE ARCHITECT AND/OR Ol'INER PRIOR TO BACKFILL. ElACKFILLINl:o TRENCHES PRIOR INSPECTION HILL NOT 6E ALLO~D AND ALL PREMATURELY FILLED TRENCHES SHALL BE SU6JECT TO REOPENING AS DIRECTED BY THI: LANDSCAPE ARCHITECT OR CITY INSPECTOR. 6.1,.3. COVEAA5E TE5T, 6.15.5.1. COVERA~ TESTIN(S,, Pl;RFOR!-1 OPERATIONAL TESTINl:o AFTER H1'Df<OSTATIC, TESTIN(S, IS C.OMPI..ETED, 6Ac:KFILL IS IN PLAC,E, AND SPRINKL.ER HEAD5 ADJ.JSTED TO FINAL POSITION. 6.15.3.2. AFTER GOMPLETION OF LANDSCAPE l't:IRK, CAREFULLY ADJ.JST HEADS SO THEY l"IILL llE' FLUSH l"IITH LAl"III ARE;A5 OR NOT MORE THAN 1/2" ABOVE FINISH c:.AADE IN i:,ROIJNDC,OVER AflEA. 6.14. C.ONc:RETE THRIJST BLOCKS AND SUPPORTS, 6.14.1. THRUST 61.0CK5 AND FOOTIN~ SHALL llE' P!.l'GED ON NINETY PERC-ENT (~Oil>) C.OMPAC TED OR UNDISTURBED~ C.ONSTRIJC,T TO SHAPE5 SFl:CIFIED AND PARAJ..LEJ. TO l"IAI..KJ'IAY5. TOOL FINISH EXPOSED SJRFAC.E. 6.15. AUTOMATIC CONTROL SYSTEM, 6.15.1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOHN AND AS DIRECTED. CONTROLLER. SHALL BE TESTED HITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POHER TO THE CONTROLLER FOR OPERATION AND TESTING. 6.15.2. CONNECTIONS TO CONTROL HIRING SHALL BE MADE HITHIN AUTOMATIC CONTROLLER ENCLOSURE. ALL HIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 6.15.3. ELECTRICAL WIRING SHALL BE ON A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL HIRING TO THE 5VB-PANEI:,~ CLOCKS,,9.R ELSEHHERE AS REQUIRED. IN OR.DER TO COMPLETE THIS INSTALLATION. A Dl:x-ONNECT "1'1ITCH SHALL BE INCLUDED. 6.15.4. CONTROLLERS SHALL HAYE A MASTER $HITCH. IT SHALL 6E POSSIBLE TO OPERATE EACH Y AL YE MANUALLY INDEPENDENT OF THE CLOCK OR ANY OTHER Y AL VE. 6.15.5. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF. PROGRAM. 6.15.6. CONTROL SYSTEM SHALL BE PROGRAMMED TO OPERATE ONE SYSTEM AT A TIME. 6.15.1. SYSTEM ENCLOSURES SHALL BE EGIIJIF'PED HITH A AUTOMATIC. RAIN SHUT-oFF DEVICE. 6.16. AUTOMATIC. CONTROL HIRE, 6.16.1. Dl~T 13URIAL CONTROL HIRE SIZES, AS SHOl'IN AND SPECIFIED HEREIN BEFORE. 6.16.1.1. PROVIDE ONE CONTROL HIRE AND ONE COMMON GROUND HIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF Y AL YES. 6.16.1.2. INSTALL CONTROL HIRE5 AT LEAST 12" ElELOH FINISH GRADE AND MINIMUM OF 4' Fl'tOM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 6.16.1.3. INSTALL CONTROL HIRE5 AND IRRl6ATION PIPING IN COMMON TRENCHES HHERE P055IBLE. 6.16.1.4. IN CASE OF DAMAGE TO ANY COMMON OR CONTROL HIRE, CONTRACTOR 15 TO RUN AN EXTRA COMMON AND THO EXTRA CONTROL HIRES ON EACH LEIS OF MAINLINE TO THE FARTHEST RCY 6AC.K TO THE CONTROLLER 6.16.1.5. ALL SPLICES SHALL BE ENCASED IN JIII.A,TERPROOF CONNECTORS PER APPROVED MATERIALS. 6.16.1.6. PROVIDE mo SEPARATE SPARE HIRES TO EACH VALVE MANIFOLD OR INDIVIDUAL VALVE. SPARE HIRES LOOPED TO EACH VALVE MANIFOLD 15 UNACCEPTABLE. 6.16.1.1. END OF SPARE HIRES SHALL BE ENCASED IN A MTERPROOF CONNECTOR. 6.16.1.~. INDIVIDUAL CONTROL HIRES SHALL BE BUNDLED TOeETHER WITH A COLORED TAPE AT TEN FOOT INTERVALS. TAPE COLORS SHALL ElE UNIQUE FOR EACH CONTROLLER'S HIRES. 6.I6.1.'t INSTALL CONTROL HIRES IN SLEEVES SEPARATE FROM PIPING. 6.16.1.10. CONTROL HIRE SPLICES, ALLOYED ONLY ON RUNS OF MORE THAN 300-FEET, SPLICES AS FOLLOHS, 6.16.1.10.1. STRIP OFF MINIMUM Of" 2·1/2' OF INSULATION FROM EACH HIRE. 6.16.1.10.2. 5EAL CONNECTOR IN EPOXY RESIN AND 6UR.Y IN A ROUND VALVE BOX HITH A THO FOOT EXPANSION LOOP. 6.16.1.10.3. NUMBERING I.ND TAGGING, IDENTIFY Dl~T. 6URIAL CONTROL HIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP 6Y TAGGINIS HIRE HITH NUMBER OF CONNECTED VALVES. 6.11. FL.OH SENSING DEVICE, 6.11.1. FLOW SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFAC.TURE'S SPECIFICATIONS. 6.li.2. FLOH SENSING DEVICE SHALL BE INSTALLED DOHN STREAM OF PRESSURE REGULATOR. 6,le,, FLOH SENSING DEVICE, 6,Ie,.1. RAIN SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 6.la.2. EACH CONTROLLER. ASSEMElLY SHALL BE EGlUIPPED HITH ITS OHN RAIN 5EN5INl:o DEVICE, UNLESS SYSTEM 15 OPERATED BY A CENTRAL CONTROL SYSTEM. 6.1'1. SITE OBSERVATION VISITS BY THE ARCHITECT, 6.I'1.I. IN ALL CASES HHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM HOR.I< 15 REQUIRED AND/OR HHERE PORTIONS OF THE HOR.I< ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SIGHT OElSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AND ARCHITECT AT LEAST THREE (3) HORJ<ING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIREC.TION 15 REQUIRED. 6.1<1.2. SITE OBSERVATION HILL BE REQUIRED FOR THE FOLLOHING PARTS OF THE HOR.I<, 6.1'1.3. UFON INSTALLATION AND TESTING OF SLEEVES, MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE 5U6MITTED TO PRES5VR.E TESTS. DO NOT COYER ANY LINES UNTIL THEY HAYE BEEN CHECKED AND APPROVED. 1>.l~.4. UPON INSTAt..LATION AND TESTIN(So OF VALVES, GI.lie;!( C.OIR.l=R5, Dl;VICES, AUTOMATIC, WNTI<OLLER5, ANO C.ONTROL VALV!:S ANO l"IIRf:5. l>.l~.5. l"IHl:N THE SPRINl<Ll=R S'!'STEM 15 C.OMPU:TED PRIOR TO PLANTIN(So, THE C.ONTRACTOR, IN THE PRESENc;E OF C.ITI' INSfcC,TOR AND ARG,HITECT, SHALL PERFORM A C,OVEAA,;f TEST TO DETERl-tlNJ!! IF THE C,OV!;IV6E OF l"IATER AFFOl'!DED THE LAl"IN AND Pl.ANTIN(S, AR!;AS 15 C.OMPLETE AND ADEQUATE. THE C.ONTRAC,TOR SHALL FURNISH ALL MATERIAL5 ANO PEl'(FOR!-f ALL i'IORI< REG!UIREO TO C.OR.RECT ANY INADl=G!UACIES. l>.l~.I>. FINAi. SITE oesERVATION VISIT f5'f THE ARGHITECT AND PERFORMANCE 'TEST SHALL llE' AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SFl:CIFIED LANDSCAPE MAINTENANc;E PERIOCI l't:IRK. "AS-BUILT " AOL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING ARl;AS. PLANNING --- ASSOCIATES __ ~ CITY OF CARLSBAD ~ l---f----+--------·--~-------+---+----1---+--.j LJ!L_j PLANNING DEPARTMENT LlQ_j LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C "' 9 2 0 0 8 (760)729-8137 fAK,(76~729-8!24 DATE, 5-2e,-oe, JOB NO, 20:j:22 SCALE: N/A DRAWN Bl': SM SHEET NO.: 1 OF 10 l---+-----+----------------+-----l---+---1----1 - DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL LANDSCAPE IR.R.l<SATION SPECIFICATIONS FOR, CARLSBAD OAKS NORTH ENTRY MONUMENTATJON @ STATION PT. 38+25.6 I li.J:-( q. ~\\-&-~-f:I'; ··~ I DATE PlANNING DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT97-13 RYWD BY: 415-9P ~ - ;; 01 a: I 0 p z § -0 ..J ;l 9, ~ -0 r-I _j i ' / / ' ' "·• ... ' ' l ' / ' ' "•,,,,,, -•~.,,, \ \ ' ' \, --..,, ·,. \ ( ('~'\ , ... , ..... \ ' \ \ \ \ \ \ ········'' .. ,.- ,,,,,, '',,,_ ., -,,,,, '··,., ·,. ;• I .. "•-,-..,_ ,, ., \ • .. ·'-, .. •, ,-·· . ·1 I I .?'l-<:"V'-/ ' \ \ I I \ 1:1 \ \ I I i< I I \ l t:, ENTRY MONUMENT SIGN (LOCATION 4 DESIGN APPROVED 6Y THE 6UIL.DIN6 DEPARTMENT) \ \ \ I I I I \ ) ,. -..... ,. .. /' __,, CONTRACTOR CL.EAR , GRU6 EXISTING PLANTING l'IITHIN THIS AREA _, " ~ " WNC.RETE MOl"l GUR6 (5EE DETAIL '5', SHEET "1) ·-i,'••1 CONTRACTOR TO PROTECT IN PLACE EXISTING PLANTING IN o· PLANTING LEGEND: ITREESI \ SYHSOI. 60TANIC.AL NAME COMMON NAME ~ GUANTIT'f ----~~-··-GUERGUS A5RIFOLIA COAST L.IYE OAK 4b"60X I " .......... GUERC\!5 ILEX HOLLY' OAK 24'60X s ISHRUBSI ® PHORMIUM TENAX NEJ'I ZEALAND FLAX 55AL. 21 @ 60U5AINVILLEA SP. PURP1..E l30Ui>AINVII..LEA 5GAL. 42 IGROUNDCOVERSI ~ GAZANIA GAZANIA FLATS 1l2u O.G. 'SUNRISE "t"ELL.01'1' TRIANGULAR SPACING . ~f~ MY'OPORUM PARVIFOLIUM MYOPORUM IGAL le>" O.C. 'PUTAH CREEi<' TRIANGULAR SPACING SEE SHEET O<'I FOR PLANTING DETAILS SEE SHEET 10 FOR PL.ANTING SPECIFICATIONS SLOPE R.EVEGETATION/EROSION CONTR.OL POLICIES AND REQUIREMENTS F~M CITY' OF CARL.S6AD L.AND5CAFE MANUAL. SECTION IV E.3 SLOPE PL.ANTIN5 E.5-1 <:>L.OPE PL.ANTIN5 STANDARDS SEE DETAIL 'G' I 'E' 5HEET 0~ SEE DETAIL 'A' e I:' SHEET~ SEE DETAIL '6' e 'E' SHEET oq SEE DETAIL '6' 4 I:' SHEET oq SEE DETAIL 'F' 51£:ET oq SEE DETAIL f' 51£:ET oq E.5-1.1 SL.OPES RE(WIRIN5 EROSION CONTROL MlaA5URE5 AS SPECIFIED HERIN 5HAL.L 6E TREATED WITH ONE OR MORE OF THE FOL.l.OWIN5 PL.ANTIN5 STANDARD<:>, A. STANDARD • I-COVER C~P/REINFORCED S~ MATTIN6, COVER CROP 5HAL.L. BE A SEED MIX TI'PICALL.Y' MADE UP Of" QIJICI< 5ERMINATINe;. AND FAST COVERIN5 GRASSES, CL.OVERS, AND/OR WIL.D FLOl'IER5. SU6MIT THE 5FECIFIC SEED MIX FOR CIT'!" ~VAi-PRIOR TO APPL.ICATION. THE COVER CROP 5HAL.I-ee APPLIED AT A RATE AND MANNER 5UFFICIENT TO PROVIDE '10% COVERA5E WITHIN THIRTY' (60) DAYS. T'l"PE OF REINFORCED S~ MATTIN5 SHALL. ee AS A~YED 6'!' THE CITY' AND STAKED TO THE SL.OPE AS RECOMMENDED 6'!' THE MANUFAc.TURER. REINFORCED STRAV'I MATTIN6 5HAL.L. BE REGlUIRED WHEN PL.ANTIN<5o OCCURS BETWEEN AU<5oUST l!!I AND APR!!. 15. El. STANDARO »2 -GROUND COVER, ONE HUNDRED (loo%) PERCENT OF THE AREA SHALL. BE PL.ANTED HITH A 51<.0IJND COYER KNOWN TO HAVE EXCEL.I-ENT SOIL BINDIN5 CHARACTERISTICS /PLANTED FF<OM A MINIMUM SIZE! OF FLATTED MATERIAL AND SPACED TO PROVIDE Flil.L. COVERA'5£ WITHIN ONE YEAR). C. STANDARD #:3 -LOW SHRUeS, LOl'I 5PREADIN5 WOODY 5HRU65 (PL.ANTED FROM A MINIMUM OF :Z-5/4" L.INERSJ SHAl-1-COVER A MINIMUM Of" SEVENT'I" (10%) PERCENT Of THE SL.OPE fAC,E (AT MATURE 5IZ~. D. STANDARD #4 -TREES AND/OR L.ARGE 5HRU65, TREES AND/OR LARGE SHRUBS 5HAL.L. 6E (PL.ANTED PROM A MINl1'1.IM OF I 5AL.l.ON CONTAINERS) AT A MINIMUM RA TE 01" ONE (I) PLANT PER Tl'jO HUNDRED (:ZOO) 5GlUAAE FEIIT. E.:3-1.2 AREAS OF APPLICATION /PL.ANTIN<5o) E.:3-1.2.1 SL.OPES 6d OR STEEPER AND, A. :3 FEET OR l.E55 IN VERTICAL. HEl5HT AND ARE ADJACENT TO PU6L.IC J-IIAL.K5 OR STREETS REGlUIRE A MINIMUM STANDARD i I (COVER CROP/REINFORCED STRAV'I MATT'INGJ. El. :3 FEET TO e FEET IN VERTICAL. HEl5HT REGlUIRE STANDARJ:>5 #I, #2, AND #5. C. IN EXCESS Of" e FEET IN VERTICAL. HEIGHT REGlUIRE STANDARDS #1, "2, #:3, AND B4. E.:3-1.:Z-:Z SPECIAL. CONDITIONS E.:3-1.2-:Z.I AREAS GRADED FLATTER THAN 6d REGlUIRE STANDAF:D •1 /COVER C,~P/REINFORCED 5~ MATTING) WHEN THEY' HAVE ONE OR MORE OF THE FOL.I-OWIN5 CONDITIONS, A. SHEET 5RADED PADS NOT 5CHEDUL.ED FOR IMPROVEMENTS l'IITHIN 6 MONTHS OF COMPI..ETION 01" ROIJ5H GRADIN5. B. A POTENTIAL EROSION PROEIL.EM AS DETERMINED BY' THE CITY'. C. IDENTIFIED BY' THE CIT'!" AS Hl5HL.Y VISl6L.E AREAS TO THE PU6L.IC OR HAVE SPECIAL. CONDITIONS THAT J/IIARAANT IMl-1EDIATE TREATMENT. E.3-1.:Z-2.2 AREAS TO 6E HY'D~SEEDED SHALL. FIRST BE DISKED OR ~TOTIL.I..ED TO PROVIDE A FRIABL.E, L.OOSE SEED 6ED. 20' GENERAL PLANTING NOTES: ~..=1:;.-~:;t~~~l;:c.~=-tiH~ ~;,:A~s:,~~ ~~ SE~: ~~=~:Nr:=~~~T ADJUSTMENTS. 2. PL.ANT MATERIALS 5HAL.L CONFORM TO NLIR5ERY'MAN'5 STANDARDS FOR SIZE AND HEAL.TH, AL.I.. PLANTS ARI!! --1 su=T TO REJECTION BY' THE L.AND5CAPE ARCHITECT IN SUBSTANDARD IN SIZE, Gll/ALIT'I", OR HEAL.TH. <C :3. PROVIDE WATERPROOF 5FEC.IE5 IDENTIFICATION TA55 ON ONE PL.ANT PER SPECIES FER 5ROUPINe;.. I= 4. Pl.ANT COUNTS AfE FOR THE CONVENIENCE OF THE L.AND5CAPE CONTRATOR ONLY. CONTRACTOR 15 RESPONSIBLE FOR 1>)1-L. PLANTS SHOWN ON THE PL.AN. ~ 5. IRRIGATION SYSTJ=H 5HAI..I-BE Fl/1..1..Y' OPERATIONAL. AND AL.I.. PL.ANTIN5 AREAS THO=l,IG,HI..Y' SOAKED PRIOR :::, TO PLANTIN6. en 6. L.AND5CAFE COl'\TRACTOR 5HAL.L. REMOVE EXl5TIN5 VEGETATION, TRASH, CLIPPIN55, ROCK AND OTHER DE6RIS ~ IN PL.ANTINe;. AREAS. RAKE AND FINE GRADE AL.I.. Pl.ANTIN5 AREAS PRIOR TO COMMENC.NMENT OF PL.ANTINe;. b OPERATIONS. 0 ,. PL.ANTIN5 PITS 5HAL.L. BE Tl'IICE THE CONTAINER HIDTH AND OF EGUAL. DEPTH. PL.ANTINe;. PITS AND f'LANTERS 5HAL.L. BE BACKFll-1..ED WITH EXl5TIN5 SITE: 5011.. AND 1/4 /6'!' VOLi/ME) NITRIFIED TOP 5011.. MIX. FERNS, AZAL.EA5 AND ACID PL.ANTS 5HAL.L. RECEIVE AN ADDITIONAL. 1/:3 (BY' YO!.IJME;/ FEAT IN 6ACKFIL.L. MIX. e. TREES AND 5HRUEl5 5HAL.L. BE FERTIL.IZED AT THE TIME! OF PL.ANTIN5 WITH 21-G>RAM A<5oRIFORM TABL.ET5 AT TH FOL.L.OWIN5 RATES, f"~IJNDC.OVER-(5 GRAM 20-10-5 TA6L.ETJ I GAL. SIZE -I TAEILfT 15 GAL..-5 TAEILET5 56" BOX-I0 TABL.ETS 5 5AL. SIZE -:3 TAB1,-ETS 24" BOX-e TAEIL.f;TS 4e" BOX-12 TAEILET5 STAKE 5 5AL.I-ON AND DOU6L.E STAKE 15 GAL.L.ON AND 24" BOX TREES. GL/'r'IN5 Of" L.AR5ER TREES 5HAI..I-BE DONE AT THE L.AND='/C,APE ARCHITEC.T5 DISCRETION. 'I. CONTRAC.TOR 5Hf::1-BE RE5PON5IBU! FOR TREE 5T,._BIL.IT'f DURIN5 L.ENG>TH OF THE 51/ARANTEE PERIOD. 10. VERIFY' TREE Pl~iRAINA5E WITH 24 HOUR WATER FIi-i.. TEST PRIOR TO PLANTIN6. ALL. BOXED ~ES NOT =~~!7' ~~ ~~Ir': :~:i~~NTE::z~~ ~:1,:.11..1..ED TH~l,IG,H ANY HARDPAN OR COMPACTED EARTH A II. AI-L PL.ANTIN5 A~5 EXCEPT SL.OPES SHALL. ee PREPARED 6'!' APPLY'll-16 THE: FOLI-OWIN5 AMENDMENTS TO THE 5011. AND Tll.Ll~lro INTO THE TOP 6' Of 5011.., S Cl/. YD/1000 S.F. NITRIFIED WOOD 5HAYIN<5oS IOOL.85/1000 5.F. Af"RICUL TURAL. <5o'!'P5UM 25 LBS/1000 5.F. I:i,-I:z-1:z FERTILIZER ~~:;;~ =He,~~~::,N;;N~~~ :~~~~A;!~ES FROM ENOl,IG,H L.OC.ATION5 ON THE SITE TO 5011.. TEST 5HAL.I.. PERFORMED BY' A 5011.. TESTINe;. L.ABORATORY (PRE-APPROVED BY' THE C.ITI'J. THE TEST REPRESENT AN ADiUATE: CROSS SECTION Of C.ONDITION5. 5HAL.L. INDICATE eu .1 NOT BE LIMITED TO THE FOl-1-0WINlro, A. ORGANIC MATTE~ C.ONTENT 6. N.P.I<. C. PH D. ED E. 5011.. TEXTURE (511,. T, CL.AY, SAND) ~:~~~l$~~E~~~i::i;;: ;!t~ll~lro~~N~~~~;RY' 5HAL.I.. BE SUBMITTED TO AND APP~VED BY' THE flT'I". THE APPROVED RECOMMENATION5 FOR AHENDMENTS AND eACKFIL.L. 5HAL.L. BE INCORPORATED INT,:P THE L.AND5CAFE PL.ANS BY' THE L.AND5CAPE ARCHITEC.T PRIOR TO THE START OF CONSTRUCTION AND 5HAL.l. BECOME PART OF THE APPROVED PLANS. 12. POST PLANTIN5 FERTILIZATION 5HAL.L. BE PERFORMED BY CONTRACTOR AT 50, 60, AND '10 DAYS AFTER PL.ANTING. ::: ~~;; ~I-~~ ::c~D :;~~ ~~N~~R AS SHOWN BY ADJAC.ENT SY'MBOL. 15. 5ROUNDCOVE~AL.L. BE PL.ANTED USING> TRIAN<5oUL.AR 5PACIN5 AS NOTED IN 1..£,GEND. 16. PROVIDe! A 5" L/"Yl';R OF "WAL.I< ON BARI<" FOR AL.I.. NON-TURF AREAS L.E55 STEE:P THAN :3d. SUBMIT SAMPL.e! TO CITY' INSPECTOR FOR APPROVAL PRIOR TO 'BUI..!< DEI..IVERY' TO SITE. Ir. VINES 5HAI-L BE SECURED TO ADJACENT FENCES POSTS OR WAL.1..5 USINl3> VINE TIES. L.ANDSCAPE CONTRACTOR SHAL.1,-MAINTAIN AL.I-PL.ANTIN<5oS FOR A PERIOD OF NINETI' ('10) DAYS AFTER COMPLETION. Al-I.. AREAS 5HAL.L. BE lq';PT CL.EAN, WATERED, AND WEED-FREE. AL.I.. DEAD OR DYIN5 PL.ANTS 5HAL.1-ee REPL.ACED DURING THE MAINTEl:IANCE PERIOD. GONTRAC.TOR SHAL.1.-GUARANTEE PL.ANT L.ONGEVIT'f AS FOLI-OWS, TREE5-0NE YEAR, SHRUBS e GROIJNDCOVER-51 MONTHS. PLANTINc& NOTES I. DETERMINE THE 1,-0CATION OF AL.L. UNDERGROUND UTILITIE5 PRIOR TO THE INITIATION OF ANY l'IORK.. ALL l'IORK. pHAL.L. 6E PERFORMED IN A HANNER l'IHIC.H l'IILL AVOID P055I6LE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES 5HALL 6f LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOl'I LINE, SEl'IER L.INE, l'IATER L.INE, G,A5 LINE, OR ELE:CTRICAL. CONDUIT. 3. ROOT 6ARRIER$ SHALL. 6E INSTALL.ED AOJAC.ENT TO ALL. PAVING SURFAC.ES, l'IHERE A PAYING SURFACE 15 L.OCATED l'IITHIN 5' OF A TREE'S TRUNK. ROOT 6ARR.IERS SHALL EXTEND FIVE FEET IN EAC~ DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL. DISTANCE OF 10 FEET. IN5TA\-LING ROOT 6ARRIER5 AROUND THE ROOT 6ALL 15 UNACCEPTA6LE. 4. CONTRACTOR to CONTACT LANDSCAPE ARCHITECT PRIOR TO 6EGINNING OF l'IORI< TO PROPERL. Y SCREEN DRY UTILITIES. 5. AL.L. MANUFAC]JRED 5L.OPl=5 SHAL.L RECEIVE REINFORCED 5TRAl'I HATTING 6ETl'IEEN THE DATES OF AUGUST 15 AND APRIL 15. 6ETl'IEEN APRIL 16 AND AU5UST 14, ALL MANUFACTURED SLOPES 5HALL. RE(,EIVE HYDROSEED MIX PER HYDROSEED MIXTURES. HYDR05EED MIXTURES HYDROSEED. MIX "A" -ORNAMENTAL SLOPES FACING STREETS OOTANICAL. NAME COMMON NAME HIN.% PURIT"t"/GoERHINATION LBSJACRE ESCHSCHOL.ZIA C,ALIFORNICA CALIFORNIA POPPY 'le> / r5 GoAZANIA 'PIXIE Pl'IARF l'IHITE' GoAZANIA '10 I 40 t~~~~~;~ 'CARPET OF SNOl'I' ~~~;;~~~~N ~: ~ ~ "AS-BUILT " 2.0 10.0 2.0 2.0 16.0 ..... 5' 10' ADL APPROVED FOR PLA.NTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLA.NTING AREAS, EXP. DATE REVIEWED BY: :c INSPECTOR DATE I- OAKS PLANNING --- ASSOCIATES __ LA N D PL.ANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" CARLS BAO, CA. 92008 (16~721-8117 fAX:(760)729-BJ!I cc 0 1----+-----+--------1----+----1--____...--1----1 ~8 CITY OF CARLSBAD ~O :=~==:::'....':===P=IJl=NN':=l:':::NG==::'D'::'E=:PA':=R:::T::::M:=EN:':T===,_.Ll_lU=== LANDSCAPE IRRIGATION PLANS FOR: z ~ <3 CARLSBAD OAKS NORTH ENTRY MONUMENTATION @ STATION PT. 38+25.6 a cS .._-r ·-~ -···- I • .-.. ---.. _ (-- :,..... ··-.., CARLSBAOOAKS I PLANNING ,.,_,Q &-f\\-6t: ,i.,z,; .• '( I ~ cc i) •,.,,.,\ EAST JOB NO: 20322 SCALE: 1• = 10'-011 ORAWN BY: SM DATE INITIAL DATE DWN BY: PROJl;:CT NO. DRAWING NO. DA)E INITIAL DATE INITIAL CHKD BY: d) KEYMAP fl' N.T.S. SHEET NO.: e, OF 10 ENGINEER OF WORK REVISION DESCRIPTION OTH~R APPROVAi. CT97-13 C!lY APPROVAL RVWD BY: 415-9P I _J _c -vi • ..J) -0 oO 0 . .., -0 CD ) ... l ! •• i CD PREVAILING l'IIND AXIS PARALLEL TO STAKES A 2" DIA. 10' PINE \61 LODG>E POLE STAKE @ TREE TIES (9) (SEE SPECIFICATIONS) @) FINISH G>RADE /2\ TREE PLANTING \d PER DETAIL "E" ·l:'/ IA/1V . -' --u .Jo---'!8£-n!;c';al:!1-.JJ1 . , ; , --· 1)---illtJiiiH™~;W_ 11 ,lU. " ·m· ····m· "'u· 1 1'4' :;:;u :-:;:i:_ ~.L~-=?, .. "'?r;J.UT(:-,.. · i;::;i 1 ~ !5 @ TREE STAKIN6 CDROOT6ALL, SET CROHN I" @ LAYER OF MULCH (SEE PLANTING A60YE GRADE SPECIFICATIONS FOR DEPTH) FINISH G>RADE MAINTAINS" FROM TRIJNK FERTILIZER TA6LET G) PLANTING> HOLE -2 TIMES PER SOILS REPORT CONTAINER l'IIDTH @PLACE ROOT6ALL OYER @ BACKFILL (SEE SPECIFICATIONS) NATIVE 5U65RADE r;;,. ®2" 6ASIN BERM FOR SHRIJ6S \Y CONTRACTO~ TO PRUNE UP ALL TREES 4' BASIN BERM FOR TREES e 5HRIJ65 12 FROM FINISH GRADE @ SHRUB c$ TREE PLANTIN6 @ CD ~e8~il'G~~i CROl'IN I" 17-'1 2X CONTAINER DIA. A 2" 6ASIN 6ERM FOR 5HRIJ65 1..£1 (12" MIN. FOR LINERS) \61 4" 6ASIN BERM FOR TREES G) AMENDED BACKFILL @ REAR SLOPE OF PLANTING (SEE SPECIFICATIONS) PITS ON 6LOPES SHALL 6E @ CONTAINER DEPTH 5RADED TO A Id MAX. SLOPE 8 (12" MIN. FOR LINERS) @ ~~T&iftf'JE'fMf @ ~: ~~~ ~ ~~~-rt~TAIN ® M~~~l:,~OVER @ ::2% SLOPE (Al'IAY FROM TRJJNK) NOTE, REINFOF<CED STRAl'I MAT SHALL 6E INSTALLED ON THIS SLOPE AREA TO PROVIDE EROSION CONTROL l'IHILE PLANTS ESTA6Ll5H. N.T.S. ® SHRUB PLANTING, ON SLOPE . ---------. ---•----• \ /\ /\ /\ I \ I \ /CD\ I \ I \ I \,I \1,/ \ I ---~----~---------*--I\ /\ I I\ I\ I\ I\ I\ I \ I \ I (D \ I \ ------------• --•-------,I<-~ @ ~ . ·" '.~; .. ~ ' ., ' ·• ,._ • . ' < .' •. , ,,.-1,"-.L<·:i.'I", ...... ' . CD VARIES, SEE SHEET oa FOR SPECIFIED oN CENTER SPACING @ VARIES, SHALL 6E ONE HALF THE SPECIFIED ON CENTER SPACING @ CENreR OF 5HRIJ6 @) HEADER, CUR.6, PAYED SURFACE, ETC ... N.T.S. ® 6ROUNDCOVER SPACING, ---'1 CD RIJ66ER GARDEN HOSE @ G>ALYANIZED TURN6UCKLE @ 2" X 4" X 9'-0" LONG RHO. DEADMEN 2'-0" MINIMUM @ 12 GA. GALVANIZED HIRE (DO NOT SPLICE;) 9/e>" OR 5/16" O.D. X ,062 l'IT. POLYETHYLENE TIJBING 6'1" l'lARD MFG>. (114) 691-5055. PAINT TIJ6ING REMOTE #JIJMl'lA 6'1" AMERITONE PAINT FINISH G>RADE TREE PLANTING> PER DETAIL "E" NOTE, MIN. 9 5UYS PER TREE N.T.S. © TREE 6UYI N6 cl 11-~I i [~·, -, · . • ==I -'1 1-1 , 1j-1 11 -:~=L.J;-~-~--~ • . __ J=I -·1==-1 ___ Lfr-~--, -, ·-1--: ·-·--·· ; -·--·-.' i ·······--· ·····-·· ----; ===I 11::111=1 I 1=1 I 1:::::.~ --._, -, · ,_, rn==rrr~rr1~"® CD CONCRETE MOr'I CURB (2000 P51 NAllJRAL GREY CONCRETE V'IITH 5MOOTH TROr'IEL FIN15H). @ #9 REBAR PLACE IN BOTTOM 1/9 OF CURB, OVERLAP 6AR5 e,11 @ 5PLIC.E5 .$ TIES. 1/2" RADII (TI'PICAL) FINl5H GRADE, I" IN llJRF AREA .$ 2 11 IN 5HRU6 AREA. COMP AC TED 5UBGRADE *CONTROL JOINTS AT 15' 0.C.., EXP. JOINTS AT 80' O.C. N.T.S. @ CONCRETE MO~ CURB N.T.S. =:::-~~t; e .. @----/.,.____---,IL CONCRETE CUR.6 @ FINl$H GRADE PLANTING HOLE -2 TIMES BOX HIDTH IA\ ROOT6ALL -SET CROHN 2" \:?:I A60YE C=>RADE @) 6ACKFILL (PER SPECIFICATION$) R4)0T BARRIER ' @ PLACE ROOT6ALL OVER NATIVE $U65RADE G) CUR.6 OR PAYING @ ROOT BARRIER -4e>" MIN. DEPTH AND 4e" MIN. l'IIDTH). ROOT 6ARRIER. SHALL 6E LOCATED PARALLEL TO ALL PAYING> SURFACES AS REQUIRED @MULCH IF REQUIRED, SEE PLANTING SPECIFICATIONS "AS-BUILT " N.T,S. AOL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ___ EXP. REVIEWED BY: INSPECTOR DATE DATE PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 (76D}729-81J7 FAX:D!0)729-llll oAm 5-.2e-oe JOB NO: .20~22 SCALE: NIA DRAWN BY: SM SHEET NO.: 'l OF 10 ~ CITY OF CARLSBAD I SH1EOETS I l----l-----1--------------+----+---+--+-----l ~ PLANNING DEPARTMENT --c+----+-->---+----< LANDSCAPE PLANtlNG DETAIL.S FOR, CARLSBAD OAKS NORTH ENTRY MONUMENTATION @ STATION PT. 38+25.6 1----+---+-------~+-----t--_--_· ----:_-_-+-+--_ --1--t I .~J:~{ 4 ~~i _ PLANNING Z,-i<;...., I DATE . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INfTVIL DATE INITIAL 01HER APPROVAL CITY APPROVAL DWN BY: __ CHKD BY: __ RVWD BY: I DRAWING NO. 415-9P '------------" PROJECT NO. CT97-13 ..... ...c - -0 'f _J l.ANDS(;AF£ PI.ANTIN6 Sffi:.IFIGATIONS • LA11DSC,AF£ l'lORK PMTI BBEP."!. IJ. RB.A 11:0 DOCJ.1-flfrS IJ.I. DAAl'IN65 AND GfNEAAI. PROVISIONS OF WNTRAC,T, INC.LIJDIN6 ©IERAL AND Slffl.EMENT MY CONDITIONS AND DIVISION I Sffi:.IFIGA TION 5EGTION5, AF!'!. 1' TO TI-115 51:GTIOH. 1.1.2. GIT'!' OF GAALSBAD'S l.ANDS(;Al'f MAI-UAL. 1.2. 9>1MAR1' 12.1. TI-IIS 9E!.TION INC.UJDES PROVISION5 FOR THE FOLL.Ol'ilN6 IIDJS, 1.2.1.1. TREl3. 12.12. 5Hl<U65. 1.2.1.3. PLANTS. 12.1.4.ISl<OlJHDWIIER. 12.IS. SOIL AH:NDHENTS. 12.lh. FINISH 6RADIN6. 1.2.1.1. MAINTENANCE F'l:RIOD. 1.2.2. RB.AW SECTIOI'&. THE FOl.l.Ot'IIN6 SECTIONS WNTAIN REGlJIRfHENTS TI-IAT RB.Ale TO iHIS SECTION. 122.1 .. iJNDER6ROUND SPRINKLER S'l'SreJ,115 Sf'ECIFIED IN DIVISION 2 SEC,TION, AS A REC,LAll'ED YlAiER IRRl6ATION 5'1'511:),1 1.3. GIJALIT'I' ASSIJRAN(;E 1.3.1. THE C,ONTRAC,TOR SHAI.L Sffi:.IALIZE IN J.ANDSC,APE ft)RJ( AND POS96S AU. LICl:N5ES AND PERMITS REGlJIRED TO PERFORM Tl£ ftlRK INCLIJDIN6 PEST CONTROL APPJ.IGATOR'S AND C-27 l.ANDS(;APJN6 LIGEN5E5. 1.3.2. 50l,RC,f GlUALIT'I' GON'TROL, 1.3.2.1. E,fl,ll;RAL, SHIP l.ANDS(;Al'f MATERIALS WITH GERTIFIGA113 OF IN5PEGTION RfQJIRED 61' 60VERNIN6 AI/THORITIES. COMPLY WITH REGl.lATIONS APPJ.IGABI..E TO LAl'lDSGAF£ HAreRIALS. 1.3.2.2. DO N07 MAKE 9!65Tl111TIONS. IF Sffi:.IFIED LAIIDSC,AF£ MAreRIAL 15 NOT 06TAINA131.f, 51.16MIT PROOF OF NON-AVAILABILIT'I' TO LANDSGAFE ARCHllcGT. l.ANDS(;Af'E ARCHllcGT SHAU. Sf'ECIPY' ALreRNA'TE HAreRIAL. GIT'!' IN5PEGTOR W5T APPROVE 9!65Tl11/TIONS. 1.3.2.3. ANAL'l'SIS AND STANDARDS, PK,KH,c STANDAAD Pl<ODIJC,TS f'tliH MANIJFAG~'S CERTIFIED ANAL '!'SIS. FOR OTHER MATERIALS, PROVIDE ANAL '!'SIS 61' REWGNIZED LABORA TOR'!' MADE IN AGGORDANGE f't!TH ME1WDS 13TABI.ISHED S'I' THE ASSOGIATION OF OFFIGIAL MRIGIA. TVRE GHEMISTS, i'ffREVER APPJ.IGABI..E. 1.3.2.4. TREES, SHRl.!l5, AND PLANTS, PROVIDE TREl3, 5Hl<U65, AND PLANTS OF GIJANTIT'I', SIZE, 5El-lJS, Sf'ECIE5, AND V ARIET'I' 51-1'.)~ AND SCHEDULED FOR LAIIDSC,APE rt:>RK AND GOMl'L'l'IN6 t'IITH ~ATIONS AND REGlJIREMENTS OF ANSI 260.1 "AMERIGAN STANDARD fOR ~ STOC1''. PROVIDE /£ALT!i'I', VIISOROL5 STOCK, &RO~ IN A REWGNIZED NI.RSER'f IN AGGORDANGE f'tlTli 600D HOIIJIGIA.TIJAAI. f'RAGTIGE AND FREE OF DISEASf, INS!:GTS, E6G5, LARY AE, AND DffEGTS %11 AS !<NOTS, 51JN-SCALD, INJ.l<IE5, A6RASIONS, OR DISFliSIJRB,£NT. 1.3.25. ~ FORMAL ~TS OR GOMSfGI.ITIVE ~ OF TREl3 OR SHRJe NIE. 5W-ll'iN, 9ELEGT STOGI< FOR 1/NIFORH /£1GHT AND SPREAD. l.3.2h. 9ELEGTION, THE l.ANDS(;AFf ARCHllcGT HA'f G/£G1' TREl3 AND SHRi.es EITHER AT Fl.ACE OF GROYiTH OR AT Sl'TE BfFORf PI.ANTIN6, FOR GOMPLIANGE WITH REGlJIREME)ITS FOR 61:N,5, Sf'ECIES, VARIETY, SIZE, AND GIJALIT'I'. THE COHTRAGTOR SHAU. 51.16MIT PHOTOGRAPHS TO J..',NDSGAFE ARCHITECT OF T'l'PIGAL TREES 05 GAL. AND I.ARGl:R CONTAINER SIZES) FOR LANDSGAF'E rt:>RK. l.ANDS(;Af'E ARCHITECT RETAINS RIGHT TO RJRTHER GHEG1' TREES AND SHRl.85 FOR SIZE AND CONDITION OF 6ALI.S AND ROOT SYSreJ,JS, INS!:GTS, INJ.RIE5 AND LA'TENT DEFEGTS, AND TO REJEC,T 1/NSATISFAGTOR'!' OR DEFEGTIVE MATERIAL AT AN'f TIME DURlt-15 PROGRESS OF rt:>RK. GONT!v\CTOR SHALL REMOVE REJ:!, 11:0 TREES OR 5HRl,65 JI-M:VIA '!EL 1' FROM PRO..EGT Sile. 1.4. Sl.eMITTALS 1.4.1. ~. SUBMIT THE FOU.Of't!N6 IN AGGORDANGE f't!TH CONDITIONS OF GONTlv\CT AND DIVISION I Sffi:.IFIGATION 91:!,TIONS. 1.42. Pl.ANT AND MA'TERIAL Gl:RTIFlt:;ATIONS, 1.42.1. GERTIFIGA'TES OF JNSPEc;TJON AS RfQJIRED 61' 60VERNMENTAL AUTHORITIES. 1.4.2.2. MAIU'AG~'S OR VENDOR'S t:;ERTIFIED ANAL'l'SIS FOR SOIL AMENDH:NT5 AND FERTILIZER MATERIALS. 1.4.2.3. I.Alla. DATA Sl.e5TANTIATIN6 THAT PLANTS, TREES, 5HRU65 AND PI..ANTIN6 MATERIALS COMPL 1' WITH Sf'ECIFIED RfQJJREl-£1'lrS. 1.4.2.4. SEED VENDOR'S c;ERTJFIED STATEMENT FOR EAc.H SEED MIXTVRE RfQJIRED, STATlt-15 OOTANIGAL AND GOMl-'ON W>.ME, PERc;ENJ'A6E5 61' i'flGHT, AND PERc;ENJ'A6E5 OF MIT'!', 6ERMINATION, AND f'£ED SEED FOR EAc.H SEED Sf'ECll3. 1.43. SOIL lc5TIN6, 1.4.9.1 I.PON COMPLETION OF 6RADIN6 OPERATIONS, THE COHTRAGTOR 5HALI. TA1'f ONE RL.fRU:llT ATIVE SOIL 5AMPLE FROM EAc.H DIR'ERENT SOIL TYff AND CONDITION FOR MRIGIA.TIJAAI. 5UITA61LIT1' lc5TIN6 AT A Dl:PT}f OF 6' TO 12'. SOIL 5AH'LfS SHAI.L REPRESENT A GROSS SEC,TION OF SOIL CONDITIONS PRESENT AT THE Sile. 1.4.9.2. SOIL 'TEST SHAU. 6E PERFORl-t:l? 61' A SOIL 113TIN6 LABORATORY' Pl<f-AFPl<OVED 61' THE GIT'!'. lcSTS SHALL IND!c;A le OR6AN!c; MA mR CONTENT; N, P, K; PH; EG; SOIL 'TEXTIJRE, REGOMl-£NDATION5 FOR AMENDl'ENTS, LfAGHIN6, Hl'DROSEl:DIN6, SOD !RN, SEED !RN, k:-ID LOVIN6 Pl.ANTS AND MAIHTENANc:;E FERTILIZATION. 1.4.93. SOIL 'TEST RE51.!..TS AND RECOMMENDATIONS OF Tl£ LABORATORY' SHALL 6E Sl.6MIT1!:D TO Tl£ GIT'!' OF c;AALSBAD IN5PEGTOR. AND THE LAIIDSC,Al'E ARCHITECT FOR INWRPORATION INTO 11-t: FLANS. lcST RE5Ul.TS W5T 6E REVIEl'ED AND APPROVED PRIOR TO SOIL AMENDIN6. 1.4.9.4. Pl<ODIJC,TS Sf'EG.IFIED 6'1' Pl<ODIJC,T NA!-£ 61' 11-t: SOIL51c5TIN6 LA6 IN 11-t: REGOMl-£NDATIONS MA'f 6E 51Jll5Tl11/TED WITH 'OR EGIUAL' PRODUc;TS AFPROVED 61' Tl£ O~'S REPRESENTATIVE. IS. DEI.IVER'I', STORAGE AND HANDLlt-15 1.5.1. PAGJ<A6ED MATERIALS, DEl.lVER PAc;K/>6cD MATERIALS IN GONTAlt-ERS SH0f't!N6 i'flGHT, ANAL '!'SIS, AND NAME OF MANUFAGTuRER. PROTEGT MATERIALS FROM DEreRIORATION D'.RIN6 DEI.IVER'f, AND WHILE STORED AT Sile. IS.2. 1REES AND 5H1<l/65a DO N07 Pl<!lri: PRIOR TO DELIVERY i/NLl35 OTHERWISE AFf'l<OVED 61' l.ANDS(;Al'E ARCHITEC,T. DO NOT 6END OR 61ND·TIE TREES OR SHRl.85 IN~ MANNER Af. TO DAMA6E 6ARK, BREAK BRANc:;1£5, OR DfSTRO'I' NATIJAAI. SHAPE. PROVIDE PROTEGTIVE GOVERIN6 DLRJJ,15 DEI.IVER'f. 1.53. DO N07 REMOVE CONTAIHER-6RO~ STOG1' FROM CONTAINERS LI-ITIL PLANTlt-15 TIME. lh . .l06 CONDITIONS lh.l. l!TILITIES, DETERMINE LOGATION OF lli'IDER6ROJND UTILITIES PRIOR TO THE INITIATION OF Aflf f'IQRK. PERFORM AU. ftlRK IN A MANNER r.YIGII WILL AVOID POSSIBLE DAMA6E TO 1/TILITJEs. HAND EXc;AVAle, AS !<EGUJRED. MAINTAIN GRADE STA1'13 SET 6'1' OTliER5 1/NTIL REMOVAL IS HJTIJALL'I' A6REED IPON 61' PARTIES GONCEm:D. lh.2. EXGAVATIOH. MN CONDITIONS DETRIMeyrAL TO Pl.ANT GROWTH ARE ENWIJN~, ~ AS RUOOLE FILL, ADVERSE DRAINAGE CONDITIONS, OR 06:>TR!JC,TIOHS, N071PY' LANDSGAPE ARCHITECT BfFORf PI.ANTIN5. 1.1. SEGlfNGIN6 AND SCJmJLIN6 1.1.1. PI.ANTIN6 TIME, PROc;EED Wlill, AND GOM"I..E'TE LAIIDSC,AF£ rt:>RK AS RAPIDL 1' AS PORTIONS OF Sl'TE 6EGOt1: AVAILA61..E. ft)RJ( SHAU. 6E PERFORMED DLRIN6 THOSE F'l:RIODS YiHfN i'fATHER AND SOIL CONDITIONS ARE SUITABLE IN AGCORDANGE WITH LOCAU.'f AGGEPTED HOIIJICUJ.TJAAL PRAGTIGE. 1.1.2. COORDINATION WITH tSROLIIDCO\IERS, PLANT TREES AND SHRJ.eS AFiER FINAL GAADE5 NIE. EST A6LISHED AND PRIOR TO PI.ANTIN6 OF ~. iJIUS5 01l-lERY-IISE AFf'l<OVED 6'1' LAIIDSC,AJ'E ARCHl1t:-GT. If PI..ANTIN6 OF TREES AND SHRIJ6S OGGI.RS AFreR Gf<OIMOWVER PROTECT Gf<OIMOGQVER AREAS AND PROMPTLl' REPAIR DAMA6E TO 5RO\JNDGOVER5 RE51.!..TIN6 FROM PI.ANTIN6 OPERATIONS. I.&. Sf'EG.IAL PROJ:!,T l'IARRANTI' l.&.I. l'IARRANT'I' LAl16 AND 6ROiJl'lDGOVERS TliROIJ6H Sf'ECIFIED HAINTENAlt:,f PERIOD, AND 1/NTIL FINAL ACGEPTANGE. 1.&.2. WARAANT'I' SHl<IJ6S FOR A F'l:RIOD OF qo DAl'S AFiER DA'TE OF FINAL ACGEPTANGE. l.&.9. YIARRANTt' TREl3, FOR A PERIOD OF ONE '!'EAR AFiER DA le OF 51Jll5TANTIAL GOMPL.ETION, A6AINST DfFEGTS JJ-t;LIJDIN6 DEATH, POOR &ROWTH OR FORM. 1.&.4. REMOVE AND REP1.AGE TREES, 5HR!,65, OR OTHER Pl.ANTS FOUND TO 6E DEAD OR IN UNHEALT!i'I' CONDITION DURIN6 l'IARAANT'I' PERIOD. MAKE R6'1-AC,EH:NTS WITiilN 14 GALENDAR DA'l'S Of NOTIFIGATIOH. REPLAGE TREES AND SHRUB5 WHlc;H ARE IN DOLl)TFIA.. CONDITION AT END OF NARRANT1' PERIOD; Llt.ESS, IN OPINION OF LANDSGAl'E ARCHITEC,T, IT IS ADVISA61.f TO EXTEND YiARRANT'I' P!:RIOD FOR A FlU &ROt'IIN6 SEA50N. 1.&.5. ANOTHfR YiARRANT'I' Sile OBSERVATION VISIT NILL 6E CONDIJC,11:0 AT END OF EXTENDED l'IARAANT'I' PERIOD, IF ANY, TO DETERMINE AGGEPTANGE OR RE..EGTION. REGIJIRED REPLAGEMENTS SHALL BE MNl51£P, AND Pl.ANTED AS ORIG I NALL 1' Sffi:.IFIED. PH<T 2 • l'AOllWII 2.1.SOILAM:NDMENTS 2.1.1. OR6ANIG SOIL AMENDMENT SHALL 6E A Bl.ENDED G-OMJi:RC;IAU. 'I' Pl<OGE55ED SOIL CONDITIONER GONSISTIN6 OF AN OR6ANIC.-6ASED c;oNDITIONER, PREPARED 61' MIXIN6 A LIGHT, FRIABLE, SILlc;ECl,5 MATERIAL WITH NITl<06EN-FORTIFIED, Flta.1' l>ROl!ND 6AR1', l't)OD GIIIPS AND/OR SAW DUST. TIE MATERIAL SHAU. CONTAIN A LON6-I.ASTIN6 FORM OF IRON AND SHALL BE W11.61.R-fLLIS "OR.SANO-LIFE" SOIL AMENDMENT OR AFf'l<OVED EGIUAL. 2.1.2. 6AR1' MA.Gil, M!.GII SHALL 6E EARTHWl5f ECO-MULGII, AS MANUFAGTIJRED 61' AJ. EGOl.061' INDUSTRIES 11-t;.I (blq/ 144-0'!42. Sl.eMIT SAMPLE TO CITY INSl'EGTOR FOR Af'Pfl(N AL PRIOR TO J3iJl.1' DELIVER'f TO S le. 2.1.9. GOKMJ:Rc;IAL FERTILIZER, COMPLETE FERTILIZER OF 1-E!TRAL GHAAAC,TI:i<, PER iHE SOIL lcST REGOHMENDATIONS. 2.1.4. PLANT TABI..ETS, 2.1.4.1. GROJNDGO'v'ER, AGRIFORM 5<,RAM (20-10-5) BUJE CHIP TABI..ETS. 2.1.4.1. ~ AND TREES, MRIFORM 21.;.AAM (20-10-5) BU.IE CHIP TABI..ETS. 2.IS. IRON 9.ILFAle, IRON SHALL BE EXFRESSED AS METALLlt:;-DERIVED FROM SULFA'TE·DEEP GREEN (FESo4H20) A MINll'IJM ANALYSIS OF 200 !l! AND q&.B!l! RETAINED ON A 10 t-£5H SCREEN. 2.l.6. 1>'1'1'5UM, AGRIGIA.TIJAAI. GRAD!: G'l'P5UM SHALL 6E A (GAS04H20) c;ALc;IUM SULFA'TE q4.9 SHALL PAfr.> A 50 t-£5H SCREEN. 2.2. PI.ANTIN6 6AGKFILL MIX 2.2.1. PLANTIN6 6AG1'FILL SHALL 6E A THORO!GHI..Y BLENDED MIXTVRE OF EXc;AVAW SOIL FROM THE FITS AND SOIL AMENDMENTS AT THE RA Tl: REGOMMENDED IN iHE SOIL 'TEST 161!. Ts. 2.9. Pl.ANT MATERIAL 2.9.1. GIJALIT'!', PROVIDE TREES, 5HRJ65, AND OiHER Pl.ANTS OF SIZE, l>EIIJS, SPECIES, AND VM<.1"'11' SHO~ AND SCHEDULED FOR LAN[)SC.,lft ftlRK AND GOMPLYIN6 WITH REGOMMENDATIONS AND REGlJIRfH;NT5 Of ANSI ZbO.I 'AMl:Rlt:;AN STANDAAD FOR~'!' STOCK' 2.9.2. CONTAINER STOCK O 6AL., 5 6AL, 15 GAL., BOXES) SHALL HAVE 6EEN 6ROl'tl IN WNTAIHER FOR AT LEAST SIX MONTHS, i3UT N07 OVER W l'EARS. NO GONTAINER Pl.ANTS THAT HAVE CR,IGJ<ED OR llR01'EN !lALL5 OF EARTH, MN TA1'EN FROM THE CONTAINER, SHAU. BE PI..ANW, EXGEPT IPOK Sffi:.IAL Af'Pfl(N AL. NO TREES WITH DAMA6ED ROOTS OR 6R01'EN 6ALL5 SHALL BE PI..ANW. 2.9.3. TREES, PROVIDE 1REES OF 1£1GHT AND l'llDTH SCHED\U:D OR 5fl'.l~ AND WITH llAANCHIN6 GONFIISURATION RECOMMENDED 61' ANSI 260.I FOR TYff AND Sf'ECIES REGUIRED, i/NLES5 OTHERi'jlSE Sffi:.IFIED GIJANTITIES SHAU. 6E FURNISffD AS leDED TO GOMPI..Ele ftlRK SHO~ OH DRAWIN6S. PROVIDE SIN6LE SreJ,l 'JREES EXGEPT YffRE Sf'EG.IAL FORMS ARE SHOl'tl OR LISW. 2.9.4. SHRl.85, PROVIDE SHRl.85 OF THE HEIGHT AND WIDTH SHQJ,i,l OR LISTED RfGl!IRED 6'1' ANSI 260.1 FOR TYff AND 1£1GHT OF SHRU6 REGIJIRED. 2.4. GROJNDCOVER MATERIALS 2.4.1. SEED, PROVIDE FRESH, GLEAN, 1£1'1-G-ROP SEED COMl'L YIN6 WITH TOLERANCE FOR PIJRIT'I' AND GERMINATION ESTA6LISHED 61' OFFICIAL SEED ANALYSTS Of NORTH AMERICA. PROVIDE SEED MIXTVRE GOMP05ED OF SEED 5PEGIE5, PROPORTION5 AND MINIMJM PERc;ENTA6ES Of MIT'!', 61:RMINATION, AND MAXll1JM PERc;ENTAl,f OF f'£ED SEED, AS SPECIFIED IN TIE 'SGHEDl,l_f OF SEED MIXllJRES' IHDIGATED ONF'LANS. 2.42. PROVIDE~ GOVER PLANTS ESTA6LISHED AND rfil ROOTED IN R..AT REMOVABLE CONTAIJ.ERS AND WITH N07 LESS THAN MINI~ NiJMSER AND LENGTH OF l<!INNERS RfGl!IRED 61' ANSI 260.1 FOR THE POT SIZE Sl-l:)l'tl OR LISW. 2S. ~ COMPONENTS AND ADDITIVES 2.5.1. MA'TERIALS, AU. MATERIALS SHALL BE STANDAAD, APPROVED, FIRST ISRADE GIJALIT'I' AND IN PRll'f CONDITION I'll-EN INSTALLED. ALL c;oi,,JMER!;IAL PROC.E5S OR PAGl<A61N6 MATERIAL SHALL BE DEI.I\IERl3) TO Tl£ Sl'TE IN THE ORIISINAL UNOPENED CONTAINERS BEARIN6 TIE MANUFAG~S GIJARANTEEO ANAL 1'515. 2S.2. 61NDER • N.·TAG OR EGUAL. 2.5.9. c;ELLULOSE Fll3ER M.lGH • ~ '51LVA-fll3ER' OR EGIUAL. 2h. MJSc;EI.LAHEO\JS LAIIDSC,AFE MATERIALS 2.6.1. STA1'1N6 MATERIAL, STA1'13 SHALL 6E OF LOD61::POLE PIN:. THESE SHAU. 6E STRAIGHT 5HAFTS, SHAVED AND GUT CLEAN AND em OF flRANC,1£5 AND STIJSS, OF 1/NIFORH THIC.l<HESS l'llTH A MINIMUM DIAl'fTEF! Of 2 INC.HES, FREE OF LOOSE 1'NOTS, SPL.ITS OR BENDS. ST A1'l3 SHALL BE NO LESS THAN TEN (10) FfET IN LfN6iH. 2h.2. 1Rfl: TIES. 1Rfl: TIES SHALL 6E V.I.T. GINGII-TIE OR N'ffiOVED EGIJAL. 2h.9. 001' l'ilRES: 12 G~ ISALVANIZED l'llRE. 2h.4. 61h' f't!RE ll?Sf, 9/&' OR 5/16' X .oh2' rlT POL 'l'ETH'!'LENE TIJ6IN6 6'1' WARD MF6, (114) &31-5055. 2h:,. ROOT 6ARRIER5, WF'OI. 'l')1;R POL YPROl"l'IJ:1'£ IN..EGTION ~ • .000 THlt:;1'HESS ROOT 6ARRIER AS MANUFAGTIJRED 61' DEEP ROOT WRF'ORATION, (eGO) 45a-1&~&.1Ef MODEL IJS 24-2 ADJAC.ENT TO c;iJR65 AND PAVlt-15 SURFk;l:5. IEE MODEL !JS :l6-2 ADJAC.ENT TO RETAININ6 MLLS AND 6LIILDIN6 FOOTINi>S. PH<T S • Ela:GUT1Gfl • 3.1. PREPARATION• GEl£RAL 3.1.1. AU. ROCI( AND OTHER &ROWT!i OR Dl:6RIS AWMA.AW D\JRIN6 Tl£ DURATION OF THE PRO.B:.T SHALL BE REMOVED FROM THE Sl'TE. 9.1.2 5RADIN6 AND SOIL PREPARATION ftlRK SHAU. 6E PERFORMED 014.l' DIJRIN6 THE PERIOD MN 61:NEFICIAL AND OPTIMA-I RE5Ul.TS MA'!' 6E OBTAINED. IF iHE MOISTVRE CONTENT OF THE SOIL SJ-IOIJLD REAGH 5UG11 A LEVEi. THAT f'IQRKIN6 IT wou..D DESTRO'!' SOIL STRIJC;TI!RE, 5PREADIN6 AND 6RADIN6 OPERATIONS SHAU. 6E SUSPENDED IMllL Tl£ MOISTVRE CONTENT 15 11'11,REASED OR REDtX:,ED TO AeaPTABI..E LEVEL5 AND THE DESIRED RE51.lTS ARE Lim'!' TO 6E OBTAINED. 3.13. AU. SCALED DIMENSIONS NIE. AFPROXIHAle. BfFORf PR0c;J;EDIN6 WITH AN'f WORK, GARL.f\!LL'I' c;t£G1' AND VERIPY' ALL DIMENSIONS AND IMMEDIAta1' INFORM THE LAIIDSC,Al'E ARc;HITECT OF AN'f DISGjij;pANG'I' llfW£EN THE DRAWIN6S AND/OR Sf'ECIFlc;ATIONS AND ,IGTIJAL CONDITIONS. 3.1.4. GIJANTITIES FOR Pl.ANT MA 'TERIALS NIE. 5fl'.l~ FOR CONVENIENC.E 014.1', AND NOT GUARANTEED. c:;1£C,K AND VERIF'I' COIAIT AND 51,ffl,'!' SUFFIGIENT IU«R TO FJLFILL INTI:NT, Of DRAt'IIN65. GERTIF'!' AN'f c.LARIFIGATION'S WITH Tl£ LANDSGAPE ARCHITECT. ADEGUATEL'I' STAKE, 6ARRIGADf, AND PROTEGT ALL IRRl6ATION EGIJIPMENT, MANHOLES, IJTILIT'I' LINES, AND OTHER EXISTIN6 PROl'EII.T'f DURIN6 AU. PHA9ES OF THE SOIL AH:NDIN6, F'I.ANTIN6 AND 6RADll>i5 OPERATIONS. 3.1 S. GONTRAGTOR SHALL 5IA'PI.. Y 5151'1:D COPIES OF REGUIRED c;ERTIFIGA 'TES, TRIP SLIPS, AND INVOICeS FOR SOIL PREPARATION MATERIALS, AND SHAI.L INVOICE 5UGH MATERIAL, GOMPARIN6 THE TOTAL GUANTITIES Of EAc.H MATERIAL MNISHED MAINST iHE TOTAL AfifA TO EAc.H OPERATION. IF THE MINIMUM SOIL PREPARATION RA'TES OF APPJ.IGATION HAVE NOT 6EEN MET, iHE LANDSGAPE ARCHITECT WILL REGIJIRE AT NO COST TO Or+IER, iHE DISTRlaJTION OF ADDITIONAL GUANTITIES OF THESE MAreRIALS TO FIJl.l'U THE MINIKUM APf'Llt:;ATION REGlJIREl-£1'lrS Sf'ECIFIED. 3.2. FINISH 6RADll>i5 9.2.1. FINISH 6RADIN6, FINISH 6RADE5 SHALL BE AS INDIGAW ON THE t:;IVIL ENGINEER'S DRAWINi>S AND LANDSGAFE DRAWIJ.165. 32.2. FINISH GAADE5 5HALI. 6E l'EA5URED AS TIE FINAL MreR GOlfAGW AND SETTLED SURF/>a 5RADES; AND SHALL liE WITI-IIN P~ OR Mlt4JS 0.1 FOOT OF THE 5l'OT ELEVATIONS AND GRADE LINES IND!c;AW ON THE DRAWIN6. 3.2.9. MOLDIN6 AND ROUNDIN6 OF iHE GRADES SHALL 6E PROVIDEO AT AU. GHAl«S IN SLOPf f1£RE REGUIRED 61' THE l.ANDS(;Af'E ARCHITECT. 3.2.4. AU. l!HDl.lATIONS AND IRREIS\.LAAITIES IN THE l'LANTIN6 SURFACES RE5ULTIN6 FROM TILLAGE, ROTOTILLIN6 AND AU. OTHER OPERATIONS SHALL 6E LEVEi.ED AND R..OA 11:0 OUT BfFORf PI.ANTIN6 OPERATIONS NIE. INITIAW. 3.2.5. THE CONTRAc;TOR SHALL TA1'f EYER'f PREGAIITION TO PROTECT AND AVOID DAMA6E TO SPRINKLER HEADS, IRR16ATION LINES, AND OTHER ilNDEf<l>ROUND 1/TILITIES D\JRIN6 HIS 6RADIN6 AND GONDITIONIN6 OPERATIONS. 9.2h. FINAL FINISH GRADES 5HALI. INSURE POSITIVE DRAINA6E OF THE Sile f't!TH AU. SURFAGE DRAINA6E Al'lA'I' FROM 6LIILDIN65, MLLS, AND TOWARD ROADl'lAYS, DRAINS AND GATGll 6ASINS. 9.2.l FINISH ISRADE SHAU. MATGII 'THOSE OF Tl£ GIVIL ENGINEER'S DRAWIJ.165. FINAL GAADE5 5HALI. BE AeaPTAIU TO THE LANDSGAA: ARc;HITECT ElEFORE PI.ANTIN6 OPERATIONS WILL BE ALLOl'£D TO BE1>IH. 3.9. PREPARATION FOR PI.ANTIN6 AREAS 3.9.1. SOIL t:;ONDITIONIN6, i'l:RTILIZIN6 t ROTOTILLIN6, AFTl:R Tl£ F'LANTIN6 AREAS HAVE BEEN l>RADED, APPL 1' SOIL AMENDMENTS AND INITIAL FERTILIZERS AS Sf'ECIFIED IN ALL ~ AND GROUND GOVER NIE.AS WITH A SLOPE OF 3.J OR R..A TTER ALL ~ AREAS :HALL 6E CROSS-RIPPED IN Tl'iO DIREGTIONS TO A DEPTH OF & INC.HES MINIMM ElEl..OW FINISH GRADE. DIJRIN6 TiilS OPERATION, ALL STONl:5 OVER I INC.HIN 5REA'TEST DIMENSION SHALL 6E REMOVED. REMOVE HIGH NIE.AS AND FILL IN DEPRESSIONS. TILL TO A DEPTH OF NOT Ll3S THAN 6 INC.HES 61' ROTOTILLIN6 A MINIMJM OF W (:}J ALTERNATIN6 PASSES. TILL SOIL TO A HO~ MIXTVRE OF FINE~ FREE OF I.IM'S, t:;LOD5, STONES, ROOTS AND OTHER EX'JAANE0\.15 HATTER GRADE SHALL BE ~ TO TIE CONDITION OF M APPROVED ISRADlt-15 PLANS. 3.5.1.1. PRIOR TO PREPARATION OF IMi>RADED AREAS DfSIISNED TO 6E LANDY.APED, REMOVE EXl5TIN6 VE6ETATION AND i'fEDS. PROPERLY' DISPOSE OF 5UGH MA'TERIAL Ol/1'SIDE OF Om:R'S PROl'EII.T'I'. 3.9.1.1.1. SOIL AH:NDMENTS SHALL 6E APPLIED AT THE RATES REGOMl1:NDED 61' Tl£ SOIL lc5TIN6 LAB. THE FOLLONIN6 SGHEDIJLE 15 FOR 61DDIN6 N<POSES OHL'!'. ADJ.IS~TS MA'f 6E NECESSAR'!'. 3.9.1.1.1.1. OR6ANIC AMENDMENT 6 CAI. '!'D. PER 1,000 SCi. FT. 3.5.1.1.1.2. IRON SULFA'TE, 20 L6S PER 1,000 SGl. FT. 3.5.1.1.13. 6'1'PSUM, 120 L6S F'l:R 1,000 SGl. FT. 3.9.1.1.1.4. Pl<f-PLANT FERTILIZER, 30 L6S PER 1,000 SCi. FT. 3.9.2 AU. SLOPf AREAS 2d OR STEEPER SHALL RECEIVE 6'1'PSUM AT A RA'TE OF 120 J.65. PER 1,000 SGl. FT. 3.4. EXGAVATION FOR TREES AND SHl<IJ6S 3.4:1. CONTAINER &RO~ STOGI< IN c;ANS SHAU. 6E REMOVED WITIIOI/T Dl5'M61N6 11-t: ROOT 6ALL 5TOC1' &RO~ IN BOXES SHALL HAVE OOTTOMS Ra-tOVED. ALL !!SEO GONTAlt-ERS 5HALI. 6E REMOVED TO iHE 5TORA6E AREAS OR FROM TIE Sile. EAc.H TREE AND SHRU6 SHALL 6E Pl.AGED IN THE CENTER OF THE HOU: AND SHALL 6E SET Pi.Ul'e, REMOVE SIDES Of BOXE5 AND HOLD RIGIDL 'I' IN POSITION 1/NTIL THE l'LANTIN6 6ACJ(flLL HAS BEEN TAMPED AROUND EAc.H ROOT BAU.. 3.4.1.1. FOR GONTAll'£R &RO~ 5Toc;K, EXGAVA'TE AS SPECIFIED FOR SIZE OF WNTAl!at WIDTH AND DEPTH. 3.4.1.2. Dl5PO:f OF EXCES5 51.6SOIL REMOVED FROM PLANTIN6 EXGAVATIONS. 3.4.1.9. FILL EXc;AVATIONS FOR 1REES AND 5lfil6S f't!TH MreR AND ALLOW W~reR TO FERCOI.Al? OUT PRIOR TO PI.ANTIN6. 3S. PLANTIN6 TREES Al-0 SHRU65 S.S.I. AU. PLANTS 5HALI. 6E SET AT %11 A LEVEi. TI-IAT AFiER SET11..IN6, Tl£( llE,\R ONE INC.H A60VE THE ~IN6 FINISH GRAD!: AS THE'!' BORE TO TIE SOIL Lilt: ISRADE IN THE CONTAINER. 3S.2. PLANTIN6 TABI..ETS SHALL 6E l'I..Ac;ED IN EAc.H 1Rfl: AND 5HRU6 PI..ANTIN6 IUf AT iHE FOLLOWIN6 RA le, SS.2.1. 1-21 l>RAM TABLET F'l:R I GAU.ON CONTAINER. 3S.22. :l-21 l>RAt-1 TABI..ETS PER 5 (SALLON WNTAINER. S.52.9. 4-21 l>RAM TABI..ETS PER 15 GALLON CONTAINER. S.5.2.4. 1·21 i;RAM TABLET F'l:R EACH 4 INGH OF BOX SIZE. SS.2.5. 1-5 l>RAt-1 TABLET PER FLAT'TED OR LINER Pl.ANT. ADL 3.5.9. NO Pl.ANT WILL 6E AGc;EPW IF 1flE ROOT6ALL 15 6ROKEN OR GR.IIC1'ED, EITHER BEFORE, DLRIN6 OR AFTl:R THE f'FIOC.ESS OF INSTALLATION. ' 9.5.4. YlAiER BASIN SHALL BE FORMED AROi/ND EACH TREE AND 5HRU6 PER DETAIL ALL PLANTS SHALL Ill; T1iOROi!SHl..'I' M'TERED 11-MDIA'!ELl' AFTER PLANTIN6. S.SS. MN DIRECTED 61' iHE LANDSGAl'f ARCHITECT, GONTRAc;TOR SHALL PRIJNE, TI-IIN OUT, AND SHAFE TI<EES AND SHl<IJ6S IN Ac;coRDANGE WITH STANDARD HORTIWL TiJRAL 1'!1AC,TIGE. FRI/NE TRl:13 TO RETAIN REGUIRED HEIGHT AND Sl'l<f.AD. Ll'rU:55 OTHERl'ilSE DIRECTED 61' LAIIDSC,Af'f ARc;HITECT, DO N07 GUT 1Rfl: LEADERS, Al-0 REMOVE OHL 1' INJJRED OR DEAD 6RANC.HES FROM FLOl'£RIN6 TREES, IF AN'f. P1<!1ri: TREl3 AND SHRU65 TO RETAIN NA11JRIII_ CHARAC,TER 3.Sh. REMOVE AND REPLACE EXCl3SIVEL'I' PRLJNED OR MISFORMED STXK RE51.lTIN6 FROM IMPROPER PRIMIN6. 3.5.1. 5TA1'E TREl3 IMMEDIA'!EL'I' AFiER PLANTIN6, AS INDIGATED. ALL TREES, 15 (SAU.ON AND SMALLER SHALL Elf SIN6LI: 5TA1'ED, 24' BOX AND LAR6ER SHALL 6E DOtJBL.E STAl<ED AS INDIGAW ON DRAt'IIN65. THE STAl<ES SHALL 6E DRIVEN IN PUJMl:l AND SEGURE. SPEGIAL cm SHALL 6E TAl<EN TI-IAT THE DRIVlt-15 IN OF TrlE STA1'f DOES NOT DAMAISE THE TREE ROOTS OR ROOT6AU.. 1Rfl: TIES SHALL 6E FASTENED PER DETAIL. Sh. H'l'DROSEl:DIN6 3h.l. IN5PEGTION OF CONDITIONS, BEFORE PRQc;EEDIN6 WITH AN'f Yl:lRK, Tl£ HYDROSEEDIN6 LANDSGAPE GONTRK,TOR SHALL GAAEl9.ll.'I' c;/£c:;1' PI.ANTIN6 NIE.A CONDITIONS AND SHALL IMMEDIATEL'I' INFORM Tl£ LAIIDSC,APE ARCHITECT OF AN'f DISCREPANc;IES llET't£EN THE DRAt'IINi>S AND AGTIJAL CONDITIONS. NO ft)RJ( SHALL 6E DONE ON AN'f NIE.A MRI: THERE m 5UGII DISCREPANC.IES OR MRE CONDITIONS ARE 1/NSUITABLE FOR~ Pl.ANT MATERIAL ESTA6Ll51M:NT UNTIL Af'P'i/OYAL HAS BEEN GIVEN 61' THE LAIIDSC,APE ARCHITECT. 3h2. GlUALIT'I' OF Y()RK, THE Hl'DROSEl:DIN6 f1?RK SHAU. 6E PERFORMED 61' A COMPETENTL'I' TRAINED INDIVIDUAL OR H'l'DROSEEDIN6 COMPAN'f IN K,GORDANGE f't!TH iHE 6EST STANDARDS AND l'RK,TICeS RELAW TO THE TRADE. . 3h3. SOIL PREPARATION. YlAreR ALL PI.ANTIN6 AREAS Tl10ROOOHL'I" AND CONTINIJOJ5L1' FOR THREE /9) CON5EGI/T1VE DA'l'S TO SATIRAle l.!'PfR LAYERS OF SOIL PRIOR TO Hl'DROSEEDIN6 OF'l:RATIOH. ALLOW PI..ANTIN6 AfifA SOIL SURFAGE TO DR'!' roT FOR ONE DA'!' ONL 'I' PRIOR TO Tl£ HYDROSEEDlt-15 APF\.lt:;ATION. cm MIJST 6E TAl<EN TO N07 ALLOW THE SOIL SURFAG!; TO 6E SUPER SATIRAW WITH WAreR PRIOR TO Tl£ HYDROSEEDIN6 INSTALLATION AT 11-t: SAME TIME THE SOIL SURFAGE 5HOt.lD N07 6E BONE DR'!'. THERE SHOULD 6E SOl'f RESIDUAL MOIST\JRE WITHIN iHE FIRST 1/4 INC.H OF SOIL SURFAGE. 3h.4. 6Ei,IN iHE HYDROSEEDIN6 OPERATION ON AU. AREAS AS Sffi:.IFIED HEREIN. Sh.4.1. HYDROM!LCHIN6 APPLIC.ATION AND PI.ANTIN6 SCHEDIJL.6 iHE H'!'DROMIJLCHIN6 SHALL 6E APPLIED IN THE FORM OF A FURR.'( CONSISTIN6 OF OR6AN!c; SOIL AMENDMENTS, COKMJ:Rc;IAL FERTILIZ!;R, AND OTHER CHEMICALS GALLED FOR. YiHfN H'l'DRAIJL.IGALL'I' 5PRA'l'ED ONTO THE SOIL, iHE M.1.CH SHALL NOT FORM A BLOTTER LIKE MATERIAL. THE 5PRAY OPERATION MJST 6E 50 DIRECTED THAT THE Sl.l,Rfl.l' ':/PRAY' NILL ALSO Pl:NETRA'TE THE SOIL SURFAGE AS TO DRILL AND MIX THE SW<R'f GOl'POHENTS INTO THE SOIL, ~ ENSURIN6 MAXll1Jl'1 IMl'RfGNA TION AND GOVERA6E. 3h.4.2. PREf'ARATION OF H'l'DROSEEDIN6 MIXllJRE, 1flE SLLRR'I' SHALL Elf PREPARED AT THE 5lle AND ITS COMPONENTS SHAU. 6E MIXED TO SUPPLl' THE RATES OF APPJ.lt:;ATION AS PER SPEGIFIGATIONS. 3.6.4.3. SW<R'f PREPARATION SHALL 131:61N Ill' ADDIN6 WAreR TO THE LINK !'KN THE ENGINE 15 AT ON:-HALF 'THROTTLE. /'KN THE WAiER LEVEL HAS REACHED THE HEl5HT OF THE MITATOR SHAFT AND 600D RECIRa'LA TION HAS BEEN 13T A6Ll51£D, THE 1'1:RTILIZERS 5IIALL BE ADDED TO THE MIXT\JRE (THE TANK SHALL 6E AT LEAST 1/3 FILLED WITH WA'TER AT THIS TJMfs). 3h.4.4. THE EN61NE THROTT1.f 5HAL1. 6E OPl:N TO FlU SPEED MN Tl£ TANK 15 1/2 FILLED WliH MTER. AU. OR6ANIC AH:NDMENTS, Fl6ER, AND CHEMICALS SHALL T/£N 6E ADDED 61' .Tl£ TI!i: THE TANK 15 2-1/3 TO 3/4 Fl!LL. AT THIS Tll'E THE SEED MIX SHAU. ALSO 6E ADDED. 3h.4.S. SPRAYIN6 SHAI.L COMMENC.f IMl'EDIATEL'I' !'KN 11-t: TANK IS FlU AND THE 5UIRRl' IS MIXED. 3hS. APPJ.IGATION, 11-t: OF'l:RATOR SHALL 5PRA1' Tl£ AfifA WITH A UNIFORM VISIBLE COAT IF.>IN6 THE DARK C.OLOR OF THE CEJ..UA_QSE Fll3ER OR OR6ANIC AMENDMENT AS A Vl9.IAL 6lllDE. THE SLURRY 5HALI. 6E APPLIED IN A DOt'INl'iARD DRILLIN6 MOTION VIA A FAN STREAM NOZZLE. 9.6h. TIME LIMIT, iHE H'l'DROMIJLGHIN6 51.URRl' GOH>OHENTS NIE. NOT TO BE LEFT IN Tl£ H'l'DROM\.lGII HAGIIINE FOR MORE THAN W HOLRS. IF SLURRY' COMPONENTS NIE. LEFT fOR MORE THAN W HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50 !l! MORE OF THE ORl51NALL l' Sl'EC,IFIED SEED MIX TO AN'f 51.URRl' MIX WHICH HAS NOT BEEN APPLIED WITHIN Tl£ ® HOLR5 AFiER MIXIN6. THE COHTRAG TOR SHALL ADD '9 MORE OF Tl£ ORIGINAL SEED MIX TO ANY SLLRR'I' MIXTVRE ffilCH HAS NOT BEEN APPLIED EIGHT HOUR5 AFiER MIXIN6. AN'f MIXTVRE NOT APPLIED AFreR EIGHT HOURS 5HALI. BE RE..EGW AND DISPOSED OF OFF-Sile AT COHTRAGTORS fXFEN5e. Sh.1. PROlcGTION, SPEGIAL GNIE. IS TO BE EXERc;ISED 61' 11-t: GONTRACTOR TO PREVENT AN'f Of TIE 51..LRRl' FROM BEIN6 5PRA'l'ED ONTO AN'f ADJACENT PROF'l:RT'I', ETC. Aflf 5URRl' 5PRA'l'ED ONTO TJ1E5E AREAS 5HALI. 6E C:LEANED OFF ATM COHTRAGTOR'S EXPENSE. 3h.&. H'l'DROMIJLCHIN6 SCHEDI.U:, AS AN ADDED PREGAIITION, Tl£ H'l'DROSEEDED NIE.A SHALL BE F'RESOAl<ED l'llTH WAreR 61' iHE IRRl5ATION S'l'SreJ,i TO A DEPTH OF TlftE (3) INC.HES 4e HOUR5 PRlqR TO THE HYDROSEEDIN6 INST ALLA TIOH. 3.6.1. APPLlt:;ATION RATES, ca.J.ULOSE FIBl:R • 2poo J.65/AGRE M-61NDER • 140 L6S PER ,IGRE SEED MIX· AS INDIGAW OH DRAf't!N6S FERTILIZER, T\JRF AflfA • /12·12-12) • 400 J.65. / Ac;RE OTHElt AREAS • (0-36-0) • 300 L65. / AGRE (3&-0-0) • 50 J.65. / AGRE 3h.lO. Hl'PROSEEDIN6 EGIJIPMENT, THE SPECIFIED COMPONENTS SHALL 6E MIXED TOGETHER IN A H'l'DROSEl:DIN& MAGHl!t: DESGRIBED AS FOLLOWS, 3h.lOJ. THE H'l'DROM!.GIIIN6 EG!JIPMENT SHALL H:ET THE MINIMUM REG!JIREMENTS OF A 5LLRR1' . DISTRlllUTION LINE I.AA5E ENOl/6H TO Pl<fVENT CL051N6 AND GONTINIJOIJS NON F~TIJATIN6 DISGHA~ OF AT LEAST 25 PSI AT THE END OF THE 5PRA'f NOZZLE. THE SLLRR'f TAl'I< SHALL HAVE A MINIMM CH'AGIT'I' OF 2000 6ALLONS AND SHALL 6E MOI/NTED OM A TRAVELIN6 I/NIT EITHER SELF·PROPELI.ED OR ~ 61' A SEP ARA Tf I/NIT. APPROVED FOR PU\NTING AND IRRIGATION ONLY, INCLUDING P~ECISE LOCATIONS OF PU\NTING AR~S. PLANNING --- ASSOCIATES __ 3h.l0.2. THE EGUIMNT SHALL HAVE A 6LIILT·IN A61TATION S'l'SreJ,J iJNDER Ol'ERATIN6 GH'AGIT'I' SUFFIGIENT TO MITATE, 5U5PE)J!) AND HOM06ENEOIJ5l.1' MIX A SLLRR'l' CONTAININ6 N07 LESS THAN 20 !<II.re (44 J.65) OF OR6AN!c; M.I.CHIN6 Ai'ENDl-lENT Pl.IF., FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR Ek:-H 100 6ALJ.ONS OF i'IATER. 9.1. PLANTIN6 l>ROl!ND GOVER 9.1.1. SPAGE l>ROlklD GOVER Pl.ANTS AS INDlt:;AW OR SGHEDIJLED. g 3.1.2. Dl6 HOLES LAR6E ENOl/6H TO ALLOW FOR SF'READIN6 OF ROOTS AND SAc:;1'FILL WITH F'I.ANTIN6 SOIL ::f l'IORK SOIL AROi.W ROOTS TO aJMINAle AIR POGKET5 AND LEAVE A SLIGHT SAUc;E!l. INDENTATION ~ A~ PLANTS. M reR THORO!GHl..1' AF'TER PI.ANTlt-15, T A1'1N6 c;AAE. NOT TO GOVER CROWNS OF (I) PLANTS l'llTH i'fT SOILS. PROVIDE Pl.ANT TABS PER Sf'ECIFIGATION 9.5.2. 9.13. PROVIDE 9 11,t;H THIC1'NESS OF 6AR1' MULc;H IM ALL NON·T\JRF PI.ANTIN6 NIE.AS LESS STEEP THAN ~ 3d (RIPARIAN AREAS EXW!DED) 9.&. POST FERTILIZATION 3.&.I. POST FERTILIZATION FOR ALL AREAS SHALL OGGIJF! AFTER PI..ANTIN6 AT A RA'TE Sf'ECIFIED IN THE SOIL TEST Rl:GOI-KNDATIONS, 3.1. MAINTENANCE PERIOD 3,q.J, THE MAINTENANGE PERIOD ElEl>INS ON THE FIRST DA'!' AFiER ALL LANDSGAFE, IRRl5ATION, AND AU. OTHER INDIGAW OR Sf'ECIFIED WORK ON THIS PRO.ECT IS COMPI.E'TE, GHEGl<ED, Ac;c.EPTED AND IIRITTEN APPROVAL FROM THE LAIIDSC,AFE ARCHITECT 15 i,IVEN. 3_q,2, M CONT!v\CTOR. SHALL GONTINUOUSl.l' MAINTAIN ALL INVOLVED AREAS Of THE GONT!v\CT DIJRIN6 THE PR06RES5 OF THE ftlRK AND DIJRIN6 iHE MAINTENANC.E A:RIOD 1/NTIL THE FINAL AGaf'TANGE OF THE rt:>RK. 3,q_s, THE MAINTENANCE F'l:RIOD SHALL CONTINIJJ; 1/NTIL FINAL AC,c;EPTANGE, llUT IN NO GPeE., Ll3S THAN qo DA'l'5 AFTER AFf'l<OVED COMPLETION OF LANDSGAPIN6. 3A4. THE GONT!v\CT COMPLETION DA le a Tl£ CONT!v\CT HAINTENANCf PERIOD WILL 6E fXTfNDED, WHEN IN THE OPINION OF THE l.ANDS(;Al'E ARCHITECT, IMl'ROPER MAINTENANCf AND/OR POSSIBLE POOR OR IM£AI.Tli'I' CONDITION OF PLANTED MATERIAL OR i/Nl3TABI.ISHED NON-W.4;RIN6 LAl16 ARE EvlDENT AT THE 'IERMINATION OF THE SGl£OOJ:D MAINTENANCE PERIOD. Tl£ GONT!v\CTOR SHALL Elf RESPONSIBLE FOR ADDITIONAL MAINTENANC.E OF Tl£ Y'l:lRK AT NO GIIAN6E IN GONTRAC,T PRIGE UNTIL ALL OF THE l'iORK IS COMl'LETED AND ACGEP1cD LAIIDSC,Al'E ARCHllcGT. e,qs, THE COHTRAGTOR SHALL BE RESPONSIBLE FOR MAINTAININ6 ADEGIJAle PROTEGTION OF THE l.ANDS(;Af'E AREAS. DAMA6ED AREAS SHALL BE REPAIRED IMMEDIATEL'I' ATM CONTRK-TORS ExFENSE 9,qh, THE GOITTRAC-TOR MAINTAIN TREES, SHRU65, AND OTHER PLANTS 61' PRl,!,IIN6, MOWIN6, CLLTIVATIN6, AND YEEDIN6 AS REGUIRED FOR /£ALTH'I' &ROWT!i; CONT!v\CTOR SHALL RESTORE Pl.ANT MTERIN6 BASINS, TIGHTEN AND REPAIR STAKE AND GIJl' SUPPORTS, RESET TREES AND 5HRJ6S TO PRGfER i>RADES OR VERTICAL POSITION AS REGUIRED, AND 5PRA'I' AS REGIJIRED TO KEEP TREES AND SHRLeS FREI: OF INSEGTS AND DISEASE. 3.10. c;LEAN.P Al-0 PROTECTION 9.10.1. DIJRIN6 l.ANDS(;Ai'E WORK, KEEP PAVEMENTS GLEAN AND l'iORK NIE.A IN AN ORDERL'I' CONDITION. 9.10.2. PROTEGT LAIIDSC,Al'E f1?RK AND MATERIALS FROM DAMAISE D'..e TO LAIIDSC,APE OPERATIONS, OPERATIONS 61' OTHER GOHTRAGTORS AND TRADES, AND TRE5PASSERS. MAINTAIN PROTECTION D\JRIN6 INSTALLATION AND HAINTENANCf PERIODS. TREAT, Jij;f'AIR, OR REf'lAc;E DAM.A6ED LAIIDSC,AFf WORK AS DIRECTED. 9.11. Sl'TE 06SERVATION VISITS, 9.12.1. Sile OElSERVATION VISITS HEREIN SPECIFIED 5HALI. 6E MADE 61' Tl£ GIT'!' IN5PEGTOR AND THE LAIIDSC,APE ARCHITECT. Tl£ GOHTRAGTOR SHAU. REGll6T Sl'TE 06SERVATION IN 4! HOUR5 ADVANGE OF Tl£ TIME 06SERV ATION IS RfGl!IRED. 3.112. SIT!: OBSERVATION Yi!LL BE REGIJIRED FOF! THE FOLLOWIN6 PARTS OF Tl£ f1?RK, 3.ll.2J. INC.ORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL. 3.11.2.2. IPON COMPLETION OF FINISH 6RADIN6 PRIOR TO PLANTIN&. 3.11.23. Af'Pfl(NAL OF PLANT MATERIALS. 3.11.2.4. ViHEN Pl.ANTIN6, AND ALL OTHER IND!c;ATED OR Sffi:.IFIED WORK, EXGEPT THE MAIN'TENANGE PERIOD, HAS BEEN C.OMPI.ETED. 3.11.25. FINAL Sile 065ERVATION VISIT AT THE GOH'L.ETION Of THE MAINTENANGE PERIOD. THIS Sile OBSERVATION VISIT SHALL ESTA6LISH iHE 6E1>INNIN6 DA le FOR THE WARAANT'f PERIOD OF Pl.ANT MATERIAL. 3.ll.2h. IPON COMPLETION OF THE WARRANT'!' f't-RIOD. 3.113. ACGEPTANGE, WON COMPLETION OF THE Fl,-W. Sile OBSERVATION VISIT AND THE ftlRK OF THIS SECTION, THE CONTRK,TOR WILL BE NOTIFIED IN l'RITIN6 (V ffiETHER THE f1?RK IS AGCEPTA6LE; (2) OF AN'f REGIJIREMENTS NEGESSAA'I' FOR COMPLETION AND ACGEPTANGE. 3.11.4. THE GONTRAc;TOR OR HIS AI.ITHORIZED REPRJ:5E)ITATIVE SHALL Ile ON THE SIT!: AT THE TIMI; OF EAc.H Sl'TE OElSERVATION VISIT 61' THE LAIIDSC,AFE ARCHITECT. BO <11 s&,TION 02'!00 "AS-BUILT " ... ::c ti: 0 z LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" CARLSBAD, CA. 92008 ~ CITY OF CARLSBAD ~ 1----+--+----------------,1------+------t---+---i L!QJ PlANNING DEPARTMENT LlQ_j +---+---+----! ~ (160)729-BIJI fAX:(760)729-8314 DATE: ,-2e-oe JOB NO: :209:2:2 DRAWN BY: 5M SHEET NO., 10 OF 10 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION . --- DATE INITVIL DATE INITIAL OTHER APPROVAL CllY APPROVAL LANDSGAPe PLANTINCS, 5PEC.IFICATION5 FOR, CARLSBAD OAKS NORTH ENTRY MONUMENTATION @ STATION PT. 38+25.6 ~ ~ I PLANNING j-J__.~( 4-10.-1..et ,z, "25"·j DATE 6 OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT97-13 RVWD BY: 415-9P () I _J ...c -V\ I ~ -,, -0 1, -0