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HomeMy WebLinkAboutDWG 438-3L; CT 05-06; CASSIA PROFESSIONAL OFFICES; 01-11LANDSCAPE PLANS PREPARED FOR: CASSIA PROFESSIONAL OFFICES CARLSBAD, CALIFORNIA SISN.Ac9E NoTI;S, THE FOl.l.OWINe el.!IC>el.lNES FOR. THE USE OF RECYC.L.ED HATER APU: TO SE PERMANENTl. Y POSTED INSIDE: THe DOOR OF EACH CONTRC>t.l.ER ~ THEY ARE EAe!l. Y VISIBl.E'. Fl.ACE: ON 2>-1/2' ,c II' SIZED $1/l,N. COLOFI., Pl.!RPL!: 6ACKei'WUND WITH Bt.AC,K LETTl:R.INe. I. .SUIDet.lNE:e FOR. RE'CYCl.ED WATER 1.!$E:, L IAA16ATE ~H THlil HOIJRS Of' 10,00 PM AND 6,00 AM ONLY. WATeRINe OIJTS!!::>f! OP THIS TIME: l"RAME MOOT ISE DONE: MANIJAl.!. Y WITH QIJAt.lFIED SIJF'ERVISORY PeRSONNEl. ON SITE:. NO $'!'$TeM 5HA!.!.. AT ANY TIMI:: 6e LEFT IJNATTE:NDl!D DIJRJNe use ,Ol.!T51DE OP THE NORMAJ. !;iC,HEDIJt.!:. I. Al..L. WORK SHA!..L. 61: DON!'.: IN ACCORDANa: Y'l!TH THE CAR!.5!SAD MUNICIPA!.. l'<A~ Dl5TRIC,T'5 "CARl.56AD RECLAMATION Rl.!l..1!5 4 ~ellL.ATIONS FOR CONSTRIJC.TION OP RECYCLED Y<ATER MAINS" DATED OCT061:R l"l"IS. 2. IRR!<SATI!: IN A MANNER THAT Wit.!. MINIMIZE FWN OFF, FOOL.IN<;; AND PONDINe. THE APPl.lCATION RATE SHA!.!. NOT EXCEE'D THe INFILTRATION RATE OF THE: SOil.. TIM~ MIJST 6E ADJIJ5TE:D $0 Ni> TO BE COMPATIBLE WITH THI: l.OHE!$T SOIL INFILTRATION RATE PRESENT. THIS PROCeDIJRI:: MAY BE FACILITATED 6Y THE' EPFICleNT 5C,HEDUl..1Nel\ 01" THe AUTOMATIC CONTR.Ol. Cl.OCKS, I.e. eMl"I.O'T'IN<S THI;. ReP!:AT FIJNCTION TO SRf:AK IJP THE TOTAL IRRIGATION TIME: INTO CYCU:S THAT Wll.L. PROMOTE MAXIMUM SOIL AaSOReTION. :2. DRINK!Ne l"OI.INTAINS SHAL.L Be !"MTECTED PROM $PRAY OF Rl:CYCLED Y'lA~. 6E:5T MANMEME:NT PRACTICES SHALL 6£; USED TO MINIMIZE RECYCLED 3. ADJUST HE'ADS TO el.lMINATe OVER-~'( ONTO ~AS NOT IJNDl;;FI. THe CONTROL. OF THE CIJSTOMl:lt(. FOR E'XAMPl..!:, FOOL. DEC.KS, PRIVATE F"ATIOS AND l..OT5, AND 5TREE:TS AND SIDE'WALKS. HAreR eNCROACHMENT ON PU6LIC FACILIT11!5 $1.JCH AS PICNIC TA6Lc5, 66G'S PLAY0ROUNP$, SAND TOT Lora, ETC. ~. 61:&T MANAeE:MeNT 1"111.ACTICES SHALL Be U$eD TO ELIMINATE: OR c.oNT!GtOL TO THE 6eST eXT!:NT4 ' ~!KT~ "~l"~('~T~;,,N .. ~t.s.r:~IJ'T.?.:1,'~~1;f'vl;.~~.,. A~('6~"".;.!:~,~· .. ,, '~ -'""'I""' enN """ o•-""""'".,. A",.., "l"'TI'"" ,,_,~ '"" =~•~~ ....,_,.,.,,"', =, "......_"""'--' ,.,._,,...,, ~,v . .,......,.,. "'" ....._c ......., """ POSSl6= rO,.., '""•...,., --Orr, v,a..._,.-...,..,, '"" ,., "' '""· SOON AS T'rlf:Y 61:COM!: APPAAeNT. 4. HOSE BISS ARI;: STRICTLY !"ROHl6ITED. 5. EDUCATE ALI.. MAINTE:NANc.l! PERSONNEL. ON A CONTINUOl.!e BAS!$ ON THE~ OP i;t.1:CYCI..E:D l'lATER. P!?RSONNE!.. MIJST 6E I~ THAT Rl:CYCJ.ED WATE:R IS MeANT FO!i, 5. ON SITE ~-coNNECTIONS 6ETW!::EN RECYCJ.ED W,,,,.TeR LINES AND POTAel.!: WATER LIN!$ ARE !Rl'<.i<SATION ~OSE$ ONJ.Y, AND I$ NOT~ FOR DRINKIN$ ~0$1$, HANO, TOOJ. .0.-1.,.~ _, -~'1"'1-p WAeHINS !:TC. <5IVcN THE: Hie!-! TIJRNOVcR RAT!: OP l!MP!..O"l'Ef:5 IN THI; l.AND!;iC,API:: INDIJST'III.Y ..,,~..,,,., ,..,_,,..,.., "· . IT IS IMPORTANT THAT TI-IIS INFORMATION 6E Dl$Sl:MINAT1:!P ON AN Al.MOST DAll.Y BASIS. 6. NO $\JB$TITUTION OF PIFIN<S MAT!:RlAt.S Wll.L. BE: AJ.t.OWl:D WITHOIJ'T PRIOR AF'PROVA!. BY THE CARL.SSAD MIJNICIPAl. WATeR DISTllllCT. IT I!!> YOIJ, THE: L.ANDeCAPe CONfflAC-TOR, WHO 1$ Rll:SPON!:¼I61.l: FOR f;DIJCATINS !:ACH AND !:VERY ONE: OP YOIJR f:MP!.OY!3$. "1. AJ.t. ONSITE: PIF"E5 SHAt.l. HAYE WARNINe TAPE: PER CARLSBAD MIJ!IIICIPAl. WATE:R DISTRICT'S l<!Jl.ES AND ~!..ATlONS. 6. OBTAIN PRIOR APPROYAl. OF ALI.. PROPO$e:, CHANGES AND MODIFICATION$ TO ANY PRIVATE, OH-SITE FACll.lTleS. SUC::.H CHANee MJST el!; 51.!SMITTS, TO, ANJ::> APPROVED BY, THE DISTllllCT !;Ne;INl=eRINS Ol"!"ICe AND De$1eNl::P IN ACCORDANC,f: WITH !::>!STRICT STANDARDS. e,. THE !RRISATION $Y$-reMS $HAl.!.. 6E RUN~ THE HOIJ!'<5 OP 10,00 PM AND 6,00 AM THE FOt.1.0WINe MORNtN<S. $POT IRRl<SAT!ON COUI.D Sf; DONE: AT A Dli"l"f!F!.E:NT TIM!: WITH GIJAl.ll"l!!D SIJPl=RYlSION Pl:R:,ONNa ON SITE. "1. AJ.t. Rl::CYCJ.l:P WAT!:R 5!"RIHK1..St CONTl'W!. YAl.YeS 5!4At.!.. 61: TA<Sel:D WITH !!::>f!NTIFIC.ATION TA<S!!>. A. TAGS SHAW.. ae $"x4" l'leATHERP!<OOF PLASTIC, PIJ!lll"I.E IN COL.OR, WIT!-! THE ~ "WARNJNe -REC-YCJ.a:> WATl:lt -PO NOT PRINK" ON ONE: SIDI!: AND 'AVISO - Af;,!JA IMFIJRA-NO TOMAR' ON THE: OTl-!!:l't SIDI;.. IMF'RINTIH<S $HALI.. 6e f""l:RMANi;.NT AND 51..AC,K IN CO!.OFI.. I.ISi;. TA<5S AS MANIJFACTI.IRE:D SY T, CHRISTY ENTERPRISES OR APPROVE:D f:Gl.!At.. "!. !"ROVID!: A MIHIM!.IM OF AT l.i;.A$T 1e, INCHe OP COVcR OVER Al.!. WIRIN6 AND PIPIN6. AND RE:<51.!1.ATIONS. 10. NON..PE;Sle>NATl!:D ueE: ARE:AS SHAU.. 6e PROTE:CTED FROM CONTACT WITH RE;C,YCLED WATER, J,,&ET!-1!:R 5Y HINDBL.OWN SPRAY OR BY DlftEC.T APPLICATION THR.Ol/<5H IRRI6ATION OR OTHER. uet:. l.Ac.K OF FROTE:CTION, WHl:!THER BY D1$IGN, CONSTRUCTION PRACTICE:, OR SYSTEM OP!:RATION JS $TRICTl. Y ~SITED. e. ONE: TM $HALL ee ATTAC,HED TO eACH VA!.YE! AS l"Ot.l.Ov-15, !. ATTACH TO VA!..VI: ST!=M DlRl;.CTI.Y, OR Wlrtt TIE: WRAP. Ofi. .•• 2. ATTACH TO SO!.!:NO!D WIRI:: Dl~T!..Y OR WITH PLASTIC TIE i.«AP. OR ... IL 12. 14. 11. IRRl<SATION HEADS SHAl.!.. 6E Rf:l.OCATED OR ADJIJSTED TO l"RE:Yl:NT O~YIH<S SIDewAL.KS, ::l. ATTACH TO VALVE: C::.OVl:lt( WITH E:XISTIH<S VA!.VE: COYElll 601.T. STl'<E!E:T'S AND NON·DESleNATED USE AA!!AS. ti. ALI.. Sl"RINK!.ER HEADS''$1-4At.L BE IDl;;NTIFIEO Ae RJ;G.YCJ.eD WATER SPRJNKI..E:R HEADS. RJ;G.YCLED l'lATl:R Gl.!ICK COIJPLINe VAL.YI:$ SHALL 6E OF A TYPE: 0!$!6Nl:!D FOR THE I.JSE! ON RECYCLED WATl:R. DISTRIBUTION SYSTEMS (SP1KES NOT INT!:RCHANeEAE'll.E WITH POTAel.E WATER GlUtCK COUF"l.cR SPIKE:$) f""l:R CARt.SEIAD MUNICIPAL WATI;R DISTRICT'S l<IJLES AND Rl;(l;IJJ.ATIONS. I'!. THE Rf:GUIRl:D CROS&-GONNECTION INSPE:CTION $HA!.!. el: DONE: 6Y EITHER THI: CAR!..SSAD MUNICIPAL. HATER DISTRICT AND/OR COUNTY OF SAN DleSO, DEPT. OP F'I.Jel.lC HEAL.TH. COP!eS OP TH!: IN$P!::CTION RE'PORTS Wll.L. Bl: FORWARC>e:, TO THE NOH•INSPECTIN<S FAATY. Ill. ANNl.!Al. INSP!:CTION SHA!.!.. INCL.IJDE, Tl-IE OeSIGN AND !.OCATIONS PROPOSED l"OFI. Rf:CYCl.ED HATE:R 'PO NOT DRINK' Sl$NS SHAl.l. 6E CAl.!..eD OUT ON THe Fl.ANS. A COMPl.E'T!: INSPECTION WHICH 51-!At.l. COYER FART A, PART 6, AND PART $ OP THE' DISTRICT'S FINAL INSPECTION. :21. ;,;HEN ltECYCLl:O WATER 19!:C.OMeS AVAll.AB!..E, AN ON-SITE' 1.151:R el,JPElltYISOR SHAW.. 6E 01:Sl<SNATED fiil::YIS!ON$ M!ST BE APPROVED BY Pl.!Sl.lC. Hf:ALTH v,RITTINe. THIS INDIVIDUAL SHA!.!.. 6E FAMlLIAR WITH PJ..UMIH6 S'l'STl!:MS WITHIN THI;. PRO!""i:RTY, WITH eH61NeER, CITY Pt.ANNIN$ DIR.eCTOR., ANO DISTRICT 24. THE BASIC CONCEPTS OP 6ACKFLOW/CROSS-CONNECTION F'ROTeCTION, THE RECYCl.eD SIJRVEYOR'S ENelNE'ER PRIOR TO IMP!.E'MENTATION IN FIELD. RULE:$ AND RE:OOt.ATIONS AND THe SPECll"IC RE5Gll/lRl;;Mi;.NTS OF A RECYCLED WATER SYSTEM. COPleS °QWN1;R, THe DE:$16!-IATION, J,,IITH CONTACT PHONE: NJMeERS SHAL.l. 6E PROVIDED TO THE' C.AAl.$SAD MIJNICIPA!. J,,IATl:R DISTRICT AND/OR THe SAN DIEGO COUNTY C>f:PAATMENT OF E!NV!l'<ONME'NTAJ. HeAt. TH. PAT O' DAY :2"110 l.OKl::R AV. J/'ll:ST, $1.!I Te 100 CAR!.SSAD, C.A <!2010-bi>O<! ("160) <!3I-TlOO LYNN YIJT (:160) 4Sl•3!>$ IN CA$!: OF eMER6!:NGY CONTACT, l. YNN YIJT -("160) 4:51-!!!5i'>!5 PAT O'OAY -("160) <!21--rTOO Pf;GLAAATIQN QB REfP?m'!1f'Y e GHARSJ; I Hf::!IU:eY C>eCLAAl:= THAi I AM TI-IE' LANDSCAPE ARCHITECT OF THE: Y'lORK FOR Ti-1I$ Al.t. Pl.!61.!C. AND PRIVATE POT,,o.ai.e WATE:l'l MAINS INCI.I.IDIN$ FIRE MAINS AND ANY J,,IATl;!lt J,E!.!..S AND !"'!e.OJ!:G-T, THAT t HAYE EXl=RCISED R!:SPONSISJ.E CHA~ OYER THE: oes1er,i OF THIS WATER CO!JR5Ee "11THIN THE RE:CYCJ.W WATE:R PROJeCT SHALi.. 6E SHOJ,,IN ON THE PL.ANS. fl'ROJf;CT A$ C>E'!"INED IN SEC.TION 6"105 OF THI!; BIJS!NeSS l"ROFeSSIONS CODE: AND CAL!. OUT ON PL.A.Ne IF~ ARE NOT DRINKING l"Ol.!NTAINS AND/OR Dl;.SfeNATE:P OUTDOOR THE: DESIGN IS CONSISTcNT l>'IITI-I Cl.lR.RENT $TANDARl?S. EATING AREAS ON THIS SIT!: I UNDa:tSTANP TI-IAT THE CHECK Or PROJECT DRAWINGS AND $PECIFICATIONS !SY THE: · CITY Or CAR!.SSAD AND THE SAN DIEOO COi.iNT'!" DEPARTMENT OF eNV!RONMl:NTAl. .-1:11::Al. TH IS CONFINED TO A REVIEW ONL. Y AND DOES NOT Rel.lE':YE Me, AS LAND5c.APE: . Po.clflc □ceo.n VICINITY MAP N.T.S. SHEET INDEX TITLE SHEET Carlsbad, CA IRRIGATION PLAN & LEGEND IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN & LEGEND PLANTING PLAN PLANTING DETAIL i 2 3 4 5 6 7 8 Roi, i " V'IA TER. HETER (r\JTlJ!,'<.E ~c, Y C.LW) 6Y OTHERS REMOTE CONTROL V Al. YE --PROPOSEO ~e,Yc.LED il'lATER. MM • NOTES, IRRIISATION MAINLINE POTA6LE Y'IATER MAIN IN STREET ~e,YC,LED WATER MAIN IN STREET "DO NOT OR.INK" Sf$NS AREAS OF ~C.YC.LEO Y'IATER USE FIRE HYDRANT QUICK COUPLER RECYCLED WATER SYSTEM • FUTURE (PRIVATE) I KEY MAP -SCALE: 1 11 301 <SENE:RAL NOTI:5 ( NOT LIMITED TO THE FOLLOY'IIN<S), 312'' •-THE: l.ANDSCAP!a OR IRRIISATIOH CO~TOR !!!> TO ~FY eXISTIN<S 1".S.l. AT JOe SIT!: PRIOR TO INSTAt.LIN<S l.AND¾AP!: IRRIGATION SYSTEM. Vf;llf.!l"ICAT!ON SHAJ.t. 61: MADE: YllTH THE A"'PROPRJATE l'lATl:R DISTRICT. •-At.!.~~ SACKFt.OW ~NTERS SHA!.t. ee resrei:, AFi'l!R INSTAL.!..ATION, Rl:L.OCATION, OR RE'PAIRS BY A CITY AF"l"ROVED C.eRTIFIED TeTER. APl"ROVED CONTRAC.T TE:STER AFTl!:FI. !NSTA!..t.ATION CAN 61: FOUND ON THE! CITY ~ITE l'il'!W.G!.(;aleb<:!d~.\1$/pd ,oe.html? pld=~ •-o~ SHAL.l. ~VIP!: A 6' CONc.Rere MOJ,,1 STRIP eeTl'leeN MOW!:D TIJRI" AND <5MI.IND COVER, AND&" CONCRE:TE MOW $TRIP 8ET1'icl:N MOWED TURF AND it'IAI..LS. IN$TA1.l. PE'l'I. S.D,R.S. ♦~THE= CONTRACTOR 1$ Rf:SPON.$161..E: FOR OBTAININ6 BUit.DiNG l"!:RMITS PRIOR TO COMME:NC.INe HAl.l.. CON$TRUCTiON fNSTA!.!..ATION, FI.E'SPEC,TIYEL.Y. e-!RRIISATIOH ~e.Tl!:MS !"OR INDIVIDUAl. PAR.CE!.5 SHA!.l. HAVc POINT$ OF CONNeCTION l"OFI. Ttil;: SYSTI!M 6ETwe:E'N Tl-le WA~ MeTE'R AND WATE:l'l $EltVIC,f; Rlsel'l INTO 61.!ll.DfNe ANO AHEAD 01" ANY HATER Ri:elJ!.ATINe D!:VIC!;; INSTAt.l.eD FOR 61.!lt.DINe. • PROVIDE CRO:'>SOVE=R SLEEVE ON Rl::C.YC.l..ED MAIN V'IHE~ PROPOSEO REC.YC.LEO il'lATER IRRloATION MAIN CR05$!=5 FOTA6LE OOME5T!C ANO IRRloATION Y'IATER HAIN . EDUCATE ALI.. MAINTl:NANCe ~ONA CONTINUOUS ElA$1$ OF' THE l"RE$ENCE OF R.eCYC.!..W "'°''~C,HITECT OP~. OP MY !'iU;5PONSl51L.ITll!5 FOR PRO.JECT DESh5lN. ~ MU$T BE: INFORMl::P THAT RECYC,l.£:D HATE'R MeANT FOR IAA!SATION F'IJRPO$E'S ONl.Y, ANDTHESe PL.ANS HAYE 615:N PREPARcD IN SIJBSTANTIAl. CONFORMANCe ~!TH THE At"FltOVED OF TOOLS, !:TC. SIVE':N THE Hl<SH TURNOVER AATE OF eMPL.OYEe IN LANDSCAPe INDUSTRY IT IS l.AN!.?SCAPE C,ONC!;PT Pl.AN Y'lATE'R CONSERVATION Pl.AN FIRE: SlJPF"Rl:;SS!ON PL.AN, AND • IRRIISATION METER AND POINT OF CONNECTION TO C.ONVE:RT TO REC.YC.LED V'IATER V'IHEN ~CYCLED JIIIATER 6ECOME5 AVAl!..ASLE. TBSHIMA D:ESIGN GROUP LANIX:ICAPB ARCHlTl1.CI'URB • LAND PlANN1NG • BtJSINP&llPARK AVE. UI'B C • M D1s:n CA m l'B (l!O dl!HIM Mil> • - IMPORTANT THI$ INFORMATION Se Dl~NATEO ON AN At.MO$T DAl!.Y BAS!$. AJ.L. CONDITIONS OP APP~VAL. Ra.ATeD TO L.ANDSCAPINe. ON RE'CYCl.eD WATER 5YSTl!:MS, Al.!. APPIJRTENANCES ($F'RINKt.ER H!:ADS, VAL.YE BOX!$, ETC) $HAt.l. 6E CO!.OR-coDED {PIJRPLE) Pl:lt( AWl"<A e\JIDE!..INES AND 51:C TION 404"1.1'4 OP THE' CAl.ll"ORNIA HEAl. Tl-I AND SAFeTY CODE:. 1-wll~ f~ SIGNATIJRE QF LANDSCAPE ARCHITl;;CT 26. A PHYSIC.At. SEPARATION SHA!.l. 6E PROVIC>ED BE~ ADJACENT ARE:Ae IRRl<SATl!:D J,,IITH RE:CYC.1..£:D WATER AND F"OTAal.E': WATER SEPARATION SHAt.l. 6E PROVIDeD BY CONCRETE MOW STRIPS, CHAIN L.INK !"ENCi:$ Olla OTHER METHODS APPl'itOVeD 6Y THE WA1'1:R DISTRICT t D.E.H. SIZE, 1:2" X ,e,• SL.ACK Loeo l"I.JR!"I.E 6ACK<5ROUND I" et.ACK !.ETTEi'<$ --36'-+----------tl'-II.T.S. WARNING ECYCLED WATER DO NOT DRINK .060 NJ$ PLASTIC, STICK--OH VINYi. OR Q.5:2" At.UMINJM BECYQFP WATER SIGN IN ORDER TO CONSERVE WATER ... RECYCLED WATER IN USE . .; "'"' -z DONOT NO TOME EL AGUA DRINK WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUESDE USN{ SiZE, I.&" X IC," .060 ASS Pl.ASTIC, STICK-ON VINYi.. OR .0!$2' AWJMINUM • THERE IS AN OUTDOOR ~AK AREAS. • THERE A~ NO r.S>ROUN!? LEVE!.. OR SIDE OF 61./ILPINe AIR INTAKES. "AS-BUILT ., ' . • THE~ SHALL. BE NO Df~C,T PIPE TO PIPE DRAINAG-E APPROVED FOR PLANTING Ff.!.OM ~C,'T'CLW HATER TO STORM DRAIN. AND IRRIGATION ONLY. INCLUDING PRECISE LA EXP. DATE REVIElvED1 LOCATION OF PLANTING REVIEWED BY: -AREAS. ENGINEERING PLANCHECKER DATE INSP1::CTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, l=r.11 CITY OF CARISBAD II SHEETS I CARLSBAD MUNICIPAL 'v/ATER DISTRICT ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. PLANNING DEPARTMENT fl ./4 fr// ~ /r;:;} TITLE SHEET FOR: S-2.2.-()fJ C.t.SSIA PftQ bD0NAL 'wlLL!AM E. PL.UMMER R,C,E.# 28176 DATE: QIIC& DEPUTY CITY ENGINEER EXP. 3/31/02 SAN DIEGO COUNTY DEPT, OF APPROVED ft..,,f>-I'=,· f:./,k,"-tf-· ENVIRONMENTAL HEALTH I e -~ 1 •"'«:> ASSl9'fiti!ff PLANNIN• 91RE6'F8R DATE /4£ z o/..-'t.7-116 I DWN BY: 11 PROJECT NO. I DRAWING NO. OAiE BY DESCRIPTION APP'O DATE INmAL DATE INITIM. l CHKD BY: DATE• REVISIONS OTHER APPROVAL CIT'/ N>PROVAL CT 05-06 438-3L APPROVED BY• RVWD BY: T'I ·1 ,.,ATE. 5/9/u6 :i S1 . ' • I 4 LEGEND P.O,R. FC PR MV V QCV ML BV SD. SB I I Point of Reference Face of Curb Point of Reference Master Valve Valve 1 Quick Coupling Valve . Mainline • Ball Valve , Sidewalk Side of Building I SYMEIOL ~w• tffii . * 8' 13' DESCRIPTION Lan<lscape Driplina Control Zone Kit a, POTABLE WATER FEED ~ <II TO BUILDING \ 29 1,14,1!.. _1 3/4" 3/4" 22' Al' • REAKAREA POTABLE WA!Ef!J':1_ETER 3/4" 3/4" IRRIGATION LEGEND MANUF MODEL PSI RADIUS Rain Bird LD.P•0&-12·25D 25 N/A Rain Bird XCZ-LF-100 Size Par Plan See Detail. D "DO NOT DRINK" SIGN RCV #14 ADDED HYDROSEED ETER 3/4 ,-POTABLE WATER FEED /4" TO BUILDING 3/4~ • 3/4" :-----ti1 BREAK AREA PROTECT AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY,MISTOR RUNOFF. GPM .6 GPH ~ f 3/4 3/~·· 3/4" I. f~ /4" I 3/4" NOTES Emitter Spacing 12' Flow rate .61 GPH,Length of Tubing 250 ft. Inlet Pressure 25 psi, Det.H POINT OF CONNECTION 1" WATER METER 87 PSI •. • . ',1·, • ' PRESSURE OSS CALCULATION For Worst-Cas~ Remote Control Valve Valve #i '6' • 32 g.p.m.·SLDG. 2 Existing Static ,Water Pressure • 130+/· p,s.l. Pressure w/Pressure Regulator -n/a SYSTEM LOSSES j SIZE P.S.I. LOSS Water Meter 1" 5.1 Sackfiow Prevente 1·1/4" 10.0 Remote Control Va ve 1" 4.0 Operating Pressurl n/a 30.0 Check Valve n/a 3.0 Ball Valve . 1·1/2" 2.0 Pipe Fitting (Allow,nce) n/a 4.0 Hydraulic Grade Cl]_ange -1.75' Elev, Ch_1nge x 0.433 •1.75 Mainline (PVC Cl. 315) 1-1/2"" • 1101.f. @ 32 g.p,m, 4.45 Laterals (PVC Sch. ,40) 3/4" -55'@ 1q g.p.m. · 1.7 1" · 75' @ 19 g.p.m. 1.6 Total Pressure Loss: Available Pressure: Residual Pressure: Resid1.1all Pressure Percentage: 65 87 22 25.5% 3j4" A" 3/41' /4'' 3/4' ~ /4" /41 \ I I I SYMBOL 15, 12, 10/8 .A.A&&s Not Shown \JVV /is' 1¢ /2_( « I.::: e. •®0 oeo Y~C5' ♦ i : I!' i IRRIGATION LEGEND DESCRIPTION. J)'IAN!Jf •. _ MODEL . --i.-,.., ""•..,, _ __,..._ Shrub Spray/Pop-up Rain Bird 1812-SAM/PA-BS Nozzle• Full 15, 12, 10, 8 Nozzle • Adjustable 15, 12, 10, 8 Nozzle-Ha~ iS1 12, 10, 8 Nozzle• Ona Third 15, 12,, 10, 8 Nozzle -Quarter 15, 12, 1.01 8 Truf Spray/Pop-up Rain Bird 1804-SAM Nozzle-Full 4" POP-UP 15, 12, 10, B Nozzle -Half 4" POP-UP 15, 12, 10,8 Nozzle • Quarter 4'POP-UP 15,12,10,8 Shrub Stream/Bubbler Rain Blr<I 1806-SAM/PABO Flood Bubbler 1401 SYMBOL DESCRIPTION MANUF 1M] Water Meter ....:•-·-•-,.. Point of Connection al 7:._ Existing Service Lina Febco ~ Reduced Pressure Febco Backflow Preventer MY] Master Valve Rain Bird ~ Remote Control Valve Rain Bird • Quick Coupler Nelson . ►◄ Ball Valve KBI ~ Controller Hunter NOT Rain Sensor wcs SHOWf [§ Electrical Connection ---Sleeve as ---Approved -------·--Lateral Line Pacific Plastic Pacific ---------Main line Plastic PSI R/>.DIUS GPM NOTES' -. ,~ . . -. --...... ·-·-:,_..,, ___ ,_,,_ .. ___ )_ -,-----..-•-· Body Style . 30 15, 12, 10, 8 3,7, 2.6, 16, 16 Install PCS screens as required to reduce radius •. 30 15, 12, 10 .. fl Install on riser (See Riser Detail) except as follows. 30 15, 12, :o, 8 1.9, J.3, 0.8, 0.6 Install 12" pop-up bodies when heads are within 3 feet of wall<s an<I curbs and along turf areas. Use 30 15, 12. '.O, 8 1.2, 1.0, 0,5, 05 bottom inlet only. See Pop-up Detail. 30 15, 12, 10. 8 1.0, 0.7, 04, 04 Body Style 30 15, 12, 10, 8 3.7, 2.6, 1.6, 1.6 lnstail PCS screens as required to reduce radius. 30 15,12,10,8 3.7, 2.6, 1.6, 1.8 Install on riser (See Riser Detail) except as follows. INSTALL 4" POP-UP 1 BOO SERIES ON ALL TURF 30 15, 12, 10, 8 3.7. 2.6, 1.6, 1 6 AREA 30 MODEL SIZE (2) 1" 825Y 2" 825Y 1'-1/2" PESB 1 1 /211 100 DVF Size Per Plar 7645 WLT-0000-T Line Size (1) 16 Station ICC-800-M ( 1) 8 Station Rain Guard Twice the Diameter Sch.BO of Pipe or Wire Bundle Sch.40 AS NOTED purple pipe Cl-315 AS NOTED purple pipe Elo<ly Style Install PCS screens as required to reduce radius, · Install all shrub/stream bubblers on 1806-SAM 0.25 pop-up bodies with PA-BO adapter along all walks and curbs, See Pop-up Detail. Install two bubblers per tree. See Tree Bubbler Detail. NOTES Proposed Note: Existing service line must be 3/41' minimum for use by control valve, Install with Wilkins 1-1/2" 500YSBR 80 mesh Y-strainer. NOTE: If psi is found to exceed BO psi, install 25-125 psi regulator downstream on backflow assembly. See Detail. See Detail. See Detail. See Detail. See Detail, Install in 1 0" round valve box, Interior wall-mount controller. Install with WCS rain Guard Sensor. Final location of controller and rain sensor shall be selectect by Owner. Install per manufacture's specifications. Mount per manufactuer's specifications in location selected by Owner. Plug or hard wire controller onto GFI electrical outlet. location to be determined by Owner. Under Vehicle Paving for Mains.Wiring & lateras Install in Sch. BO sleeves W/36" Cover Under Pedestrian Paving for Laterals• Install in Sch. 40 Sleeves WI 18" cover 1211 Min. Cover Sise as noted on the Plani 1-,l• size Purple Pipe 18" Below Grade, all Mainline on Project at 1-;\", unless Otherwise Noted. Mainline To be Placed at a Minimum ol 12' And a Max. of 24" from Back Edge of curb & walk --en r :..J :::) ca I ~ -- TESIDMA DESIGN GROUP UNDSCAPB ARCmTOCTURB • I.AND RANNlNO 9'X8 ~ARK. AVB. SUJI1I C • SAN DIBOO, CA 9D l'B Olli liHII FA» Olli lill-lll APPROVED FOR PLANTING C -BUILT " -~' ep/10/0 1!--~~ ~ AND IRRIGATION ONLY. LA 11<£7p ~;pt'a' ~ Ith I INCLUDING PRECISE DATE • j ' LOCATION OF PLANTING REVIEWED j3Y: 0 10' 20' 40' SCALE, 111= 20'-0" North AREAS. r,, (} Gr-, ~'-4o'i\-l;.·&;·o~ INSPECTO DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, I SH~ET I CITY OF CARLSBAD I SHUETS I ASST. Pl.ANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. Pl.ANNING DEPARTMENT IRRIGATION PLAN FOR: CASSIA PROFESSIONAL OFFICES I APrz<:;'"4 er-~,'°°1r PLANNING &·tt;•.:>~ I DATE DWN BY: PROJECT NO. DRAWING NO. DATE BY DESCRIPTION /\PP'D DATE INITI-\I. DATE INITIAL CHKD BY: REVISIONS OTHER /\PPROI/Al CITY APPROVAL RVWD BY: CT 05-06 438-3L DATE• 5/9/06 ' ' ' -l ~ j: ,! ' '.\ i i t i I li I j t , I { i i' r , 1,iu ·1 a , ! l ; I i I ~ I, ,I ., } 1' I. ! i i j Ii I l , I l I , 1! l I ' ' ,, l I ,; I; I, 'i I'· :I I,., ·---.------,' 1-·-••• ,;. ---_ I .· -I I I 01/ I ~;I 1/ ,17 I I I ' II .. I t'· I I . ~ , I I ,I ~· I 1/ ) I ~~ . I i11,1 ' . I c., I . I 0 'j iJ I I ?I i ......... .......... I •··•···"··· .. ,. . ,. ... ........... ....... . .... ..,_.... ........ :::::::.• .. I I I I I I . .. I 7 . I ·. I 7 I I I. .. .. I I I I I I I I i ....... ....... I I I I I I I . 1/ I I I 1.1/ ,I LMA!N OUTOF .. I I I I I / I •; \-/ .. I -,I. I I I MATCHLINE -SEE SHEET L-2 --------- i µr:,: :,: : . TE: IN!:,TALL LANDSCAPE DRIPLINE TUBING . :::,:,:,: EE IRRZ'GATION DETAIL "H" ·:::.:. I i;:: I . ' . . . . I I I I I I LEGEND P.O.R. FC PR MV V QCV ML sv SD SB Point of Reference Face of Curb Point of Reference Master Valve Valve Quick Coupling Valve Mainline Ball Valve Sidewalk Side of Building I I I I J. -----------• -, -------- I IRRIGATION NOTES 1. ALL LOCAc MUNICIPAL AND STACE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PO,TION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVSIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTl~G UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. TriE LOCATIONS OF UTILITIES, s-RUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SrALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL VERIFY PROPOSED LOCATION FOR BACKFLOW PREVENTER AND IRRIGA.TIO~ CONTROLLER Fi<IOR TO INS,ALLATION, BACKFLOW PREVENTER MAY BE OMITTED IF RECYCLED WATER IS AVAILABLE FOR lJSE. 3. THE CONTRACTOR SHN.L CB'AI~ ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICA.TED HEREIN BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTJAL PLANS BffCRE G[GINNING WORK, 4. CONTRACTOR SHALL coo,JINATE ALL IRRIGATION Ll.~ES AND CONTROLL[R WIRES WITH PROPOStD LOCATIONS OF PLA,T MATERIAL AND ROOT BARRIERS PRIOR TO INSTALLATION. ALL IRRIGATION SLEEVES SHALL BF COORDINATED AND INSTALLCD PRIOR TO INSTALLATION OF ANY PAVIN~ WALL FOOTINGS .L£0UNDATIONS,.CUR8S .AND .. ETC. __ 5. SYSTEMS ARE DESIGNED FOR A MINIMUM OF 30 psi AT SPRINKLER HEADS AND 50 psi AT ,OTORS. CONTRACTOR SHALL VERIFY STATIC 'I/ATER PRESSURE AT PCl~T OF CONNECTION PRIOR TO INSTALLING IR,IGATION SYSTEM. S"OUD STATIC WATER PRESSURE BE LtSS fHAN 60 PSI CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT EOR lsSTRUCTIONS PRIOR TO PRECEEDING WITH INSTALLATION. 6. THIS DESIGN IS DIAGRAMMATIC. ALL EOUIPoAENT SHOWN IN PAVED AREAS OR BUILDING IS FOR DES'GN CLARITY ONLY .AND IS .TO BE INSTALLED WITHIN PLANTl~G AREAS AS NECESSARY. 7. DO NOT WILU'ULLY INSTALL ANY E.QUIPMl\T AS SHOWN ON THE PLANS WcEN IT IS OBVIOUS ,N THE FIELD THAT U~KNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT TIE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SclALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WO,K OR THE IRRIGATICN CONTRACTOR SHA.LL .'1SSU!sAE ALL RESPONS!BIL:TY FOR ANY CIEL□ CHANGtS OfEMED NECESSARY BY THE OWNER. B INSTALL ALL EO:JIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CO~TRA.CTO, SHALL BE AND INSTALLATION. RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND S~ATE '<EOUIREMENTS FOR 00TH EQUIPMENT AND INSTALLATION. 9. .ACTUAL LOCATl:JN FOR THE INSTALLATION OF CHf AUTOMATIC CONTROLLERS IS TO BE DETERMINED IN THE FIELD BY THE OWNlcR'S AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR ;s TO PROVIDE AN ADDl.,.I0\AL PILOT ,~RE (AS NOTED CN PLANS) TO THE [ND OF THE MAiNLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 11. SLEEVES UNDER ROADS: 6" OR LESS IN ·DIAMETER-36" COVER GREATER THAN 6" IN DIAMETER -48" COVER SCH. 80 PVC. SLEEVES UNDER PAVING (NON-ROADS) LESS THAN 3" I~ JIAl~ETER -18" COVER 3"-5-1/2" N DIAIJETjR-24" COVER 6" OR GREA-ER IN DIAMET[R-36" COVER 12. SCHEDULE 40 PVC CONTROL WIRES LOCAllcD UNDER STREETS OR OTHER PERMANENT IMPROVElvE\TS SHALL BE INSTALLED ,N SEPERA.TE PVC SLEEVES. 13. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. AI_L QUICK COUPI ER VALVES TO BE INSTALLED AS SHOWN ON THE iNSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARCSCAPE. '.4. ALL VALVE BOXES TO BE PURPLE IN COLOR, SIZED AS INOICA CEO BY DETAILS, AND HOT BRA~DED AS lrWICATED CN THE PLANS OR DETAILS. 15. ALL HEADS ARE TO BE ,NSTALLED WIT'1 THE NOZZLE, SCREEN AND A,,cs SHOWN ON THE PLt,NS. ALL HEADS ARE TO BE ADJus-EO TO PREVENT 0\/ERSPARY ONTO BUILDING, WALLS, FENCFS AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUS fMENl OF DlfFUSER PIN OR ADJuSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATl~G SCREENS, REPLACEMH-, T OF NOZZLES WITH MORE A??ROPRIATE RADIUS UNITS AND ·TSE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 16. ALL HEADS INDICA-fD ON fHE PLANS AT A SPACING LESS THAN 75 % OF FULL OPEN THROW, AS PER MANUFACTURER'S RECOMMENDATIONS, ARE TO RECEIVE PCS SCREE~S OF APPROPRIATE SIZE TO REDUCE THE RAJIUS TO MORE CLOSELY MATCH THE SPACING. REFER TO THE MANUf ACTURER'S CHARTS PROVIDED WITH PCS SCREENS FOR SIZING OF SCREENS . 17. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PLANT MATERIAL AND IRRIGATION EQUIPMENT AND PIPES UNLESS OTHERWISE NOTED, ANY EXISTl~G PLANT MATERIA_ OR IRRIGATION SYSTEMS DAMAGED AS PART OF OR DUE TO CONSTRUCTION SHALL 8E REPA.IR!c.D OR REPLACFQ, AT .~O ADDITIO\Al COST, TO THE SATIFACTION OF THE OW.~ERS REPRESE~TATIVE, AND PRIOR TO CITY'S ACCEPTANCE OF THE PROJECT. 18, PROVIDE CLEAN SAND BEDDING AND BACKFILL FOR PRESSURE MAINL:NE PIPE (3 IN, BELOW ANO 6 IN, ABOVE PIPE IJINIMUM). 19. ALL lvlAI~ UNES SHALL BE cOCA TED OUTSIDE OF THE STREET RIGHT-OF -WAY, ~---i 0 10' 20' 40' SCALE, I"= 20'-0" North TESHIMA DESIGN GROUP 1.ANDSCAPB ARCHl'I'ECroRB • LAND PLANNING mt JIUSll'Ull'ARl AVR sm11! C • SAN DIBOO, CA 9211 !'It Ol'f ell!II PA» Ol'f till-1111 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION AREAS. OF PLANTING INSPECTOR ! Yo) H ~ ::J cQ I en -- ILT " r., !10 lt.1.2 r , DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ---+------- 1 sH3EET I CITY OF CARLSBAD rn ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ;::===='-===P=LA::::N::::N::::1N:::G=D=E::::P::::AR=:T::::M:::EN=:T===='-==~1 IRRIGATION PLAN FOR: CASSIA PROFESSIONAL OFFICES l---+--l--------------+---+---1----+--+------l l-AP_..,1;:,=0'1-=:{c+-=c.,l-=' . ...,,E::a,..,..J\:,,.,,·LL----'-·"Vi--~:• I l--+--l---------------+---f---1----11----+---I ;:· P;:::LA::::N:::N:;:IN:::G::::::==:;-;::========:::==:D:::A::::T:::E~!. DWN BY: ---PROJECT NO. DRAWING NO. DATE BV . DESCRIPTION ~~g ~~;--CT 05-06 438-31.. APP'D DATE DATE INITIAL REVISIONS OTHER APPROV/oJ. CITY APPROVAL DATE• 5/9/06 ------------------ i J ,j \ i ~ '! ' ' J ] ,, ,, J l j ! :; ,f ! ! -l ' I ' l f i I J ,. I ' I l ' :.( ' 1 :i ' ~ ' j ' ' L -': .-''I • I ! I II ' ' ' e .-,· ,. - ~ if i~ ~ ~ '.j ~ ~i . j ·,;; 1 re. ti r' l\a. [{ 11 f~ ,, ,. \~ !rJ ' i~ ~~ -9J d-. ' n-ft!' ;;,_ 1a -~ i,, r.~ l~-p:; :.~ ,:; 'Ji, ~f ~ ~ ¼· .,; ,j ., r,;: it ;'~ l! ,. . , .. "l ' r' ' ~ i I 11111:1 / V' ~ -- I I I 1, ' WA TEl=a METER &IDEUJAL 24 IN. CURB-. POT A6LE SERVICE LINE IIZl FT. ,!"f IN. TO FOT A6LI: MAINLINE IN 5TREET j, RECYCLED WATER IRRIGATION MAINLINE W/5LEEVE ---" NOTE: 5TRl=l=T &URFACE POT ABLE MAINLINE (&EE IMPROVEMENT DRAWINGS) 12 IN. MIN. REQUIRED VEl=aTICAL SEPARATION RECYCLED UJATl=R IRRIGATION MAINLINE NOTE, ALL RECYCLED WATER IRRIGATION PIPE AND 5Ll:EVE5 51-!ALL BE PURPLE AND LA6ELED. 0 2 '---.:,-I 8 7 I 3 co .- SECTION 0 CONTROLLER, EXTERIOR WALL MOUNT FASTEN TO WALL PER MANUFACTURERS RECOMMENDATIONS. SEE LEGEND FOR SPECIFICATIONS ® 120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS ® ELECTRICAL CONDUIT (1") 0 LOW VOLTAGE WIRE IN GREY PVC CONDUIT (2" DIA) WIRE TO BE SLEEVED IN CONDUIT TO 18" BELOW GRADE G)swEEPELL © LOW VOLTAGE WIRE TO REMOTE CONTROL VALVES 0 7 FINISHED GRADE ~--------FINISH GRADE ~---------'-PVC SCH 40 ELL ~--------PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 OF 2) ~------30-INCH LINEAR LENGTH OF WIRE, COILED ~-----WATERPROOF CONNECTION: PVC SCH 80 NIPPLE {2-INCH LENGTH. HIDDEN) AND PVC SCH 40 ELL RAIN BIRD SPLICE-1 (1 OF 2) ID TAG: RAIN BIRD VID SERIES VALVE BOX WITH COVER: RAIN BIRD VB-JMB PVC SCH 80 CLOSE NIPPLE PVC SCH 80 UNION FOR SERVICING ASSEMBLY ~-PVC SCH 40 MALE ADAPTER LATERAL PIPE -BRICK (1 OF 4) "--3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL '---CONTROL ZONE KIT: VERTICAL CLEARANCE OF 12 IN. MIN. 15 MANDATORY UJ).IEN CROSSING PATI-I OF A POTABLE UJATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24 IN. FROM FACE OF SIDEWALK WILL PROVIDE Tl-lE NECESSARY le> FT. I-IORIZONT AL CLEARANCE FROM POT ABLE MAINLINE IN Tl-IE &TREET. @POTABLE SERVICE LINE CROSSING N.T..5. © WALL MOUNT CONTROLLER ~ SCALE: N.T.S. \ \_ PVC SCH 40 TEE OR ELL \_ PVC MAINLINE RAIN BIRD XCZ-LF-100 (INCLUDES LFV-100 VALVE, RBY100MPTX INLINE FILTER, P$I~L30X· 100 PRESSURE REGUI..A. TOR} @.--P ........ O __ T __ A __ B __ L __ E ____ M __ A __ I ___ N=L .... IN.;,;;;E;;.....;..C __ R __ O;;...;S_,;S __ ~ __ ~b--~-- z z r: r: z z £! !9 f_ ' . ' (b -~~~~g~tl!.r=r~--2 :~:.;,i.,;;;..:;:,~;!:::::::'l-!---1 ~'i!-+E=---3 ,...,.,Ji=i=;.u..J;;---4 I .,...,...,i;..;.iµ,:..;;,.;~fii,.:~~~q;JI :::\++--.++I;,;._-& "'!_11 TTT-11 --I 1---1r-h IN. TYP. I • CLEAN eACKFll.1. -eeE ePEce 2 -NON-l"l'<Eeel.llli!E LATE~ 1.INE eNAKE PIPE IN Tlli!ENCI-I 3 • CONTROL w1iieee • 6UNDLE AND TAPE AT 1,zl FT. OJ;.. AND INSTALi. ADJACENT TO Fl'cl=eetJ:1-!1!: SUPPLY 1. INE 4 • Pl'eOVIDE CLEAN SAND eACKFILl., eEE ePEce !5 • FREeeuFeE SUFPL Y LINE et.AKI: PIPE IN Ti-!l!:NC!-1 6 -FINl614 GRADE 1 • 2 -i'<ECI.AIMED WATER UJARNINa. TAPES -ONE 12' A60V5 AND ONE lli!ESTING ON l"!'<E&eufi!IZED MAINLINE NOTE, PlaoTAIL AND 1.00P CONTROi. WIRE AT ALL e,zi degr-CJ.!ANGEe IN Dl~CTION. NOTE, PARALLEL LATERAL LINES MI.JeT 1-!AvE 4-INCl-!56 MINIMUM eEFAAATION I. -----2. .-----1'~~--5. I. PLASTIC 10' ROUND VALVE eox HITH PURPL.E 6. ON!; CUBIC i=OOT 60LT DOl-'lN COVER, USE: 9TAINI.ES9 BOLT ;;1/4' CRl./9HE:D et'V,VE:L NUT AND HASHER. HeAT eRAND "BY" ONTO LIP. 1 _ SCH e,o FVC COUPLIN<S :2. FINISHED eRADI: 6. BALL VALVE: 4. I!>" PvC CL. 160 PIP!: !5. l!ll'llCK $UF'PORT5 Tl/llO (2) TOTAL e,. IRRl$ATION MAINLINE: "!. h-lNCH LONe ¾H. e,o NIPPLE: SECTION G) FINISHED GRADE @ PLASTIC VALVE BOX (8' AMETEK OR EQUAL) @ 10 PIPE DIAMET!cRS DIMENSION'A' © 5 PIPE DIAMETtRS DIMENSION 'B' @ BRICK SUPPORTS @ 1i2 c.1. 3i4" CRUSHED GRAVEL ® TRENCHING E i-------------N.:_T_b.;.... ®i--_B_A_L_L_v_A_L_v_E ______ ..;.;;N.;,;,.;,;Tb_. __ ® FLOW SENSOR lh-----, 2-- x-t---,;-::==-;,r l h---r lb 4 & 3 13 12 ~ I!:> t -;,-,-r"'ffl~;;r-1 ---~---~--.1-------1 <I ,, • + <1 • 14 L.....:~::!=.t.Drnlill~rn~ll!rrr1Iu.J;;n,IJ~llrn!~ITlrri!n=r~:;:!f'"'ft.,....,1-,,. 1 BRASS ELL II 1-lli!EDUCED FRl:6SURE iT'FE eACl<FLOUJ l"l'<EvENTION DEVICE AeeeMeL y (eE!E ePece. AND LEGEND) SCI-I. 8(2) PVC MALE ADAPTER S-1-lEIGI-IT PER LOCAL CODE 1,zi. CONCRETE FOOTING (4 IN. MINJ SECTION ([)·-, LOW FLOW CONTROL ZONE KIT WITH WYE FILTER " --· XCZ-LF-100 NOT TO SCALE 0 F'l'll$1Gl)GM!)i; @ 00!\!PflE8SKJN TEE ~~~~ @cI.ASSz,:,Q:>.JCtAT~AAl '/ / //1/ /,>J © \J'lfl-R,SISTEJH SCH. ,e PIP[ @ \ll'ft•PESISTEm SCI! .<IC Hl @ 1J'111.ra;$1$ttm .Wfl.«l'l'tt ® K£\'SlO!>li ~:.Allfill UNIT Wf"I! SlOT!'Ol1 !Mi<:!Ai/Ollllle @ l,.()(),\~E 0/liF fMITT!A:mcer-.'l'l!floF ="lCEll (:j)Jl.lT!a Gll«ll'S -INST All (W ~lfHE!l SIDfl oer~!,, A!JD Af rn 0.::', i>lilliGl.!'I\GWO"TIJBIW:l CRUSHED STONE DR~!N4GE Fill AT BACK CAVITY AND SPACE BETWEEN UNITS. ;1 QC, / ,,fa ~ \laiJ ,~ C /~ / "J... ,/ . (f) WATER PROOF CONNECTORS @ WIRES TO CONTROLLER . ( @ FLOW SENSOR @ NO VALVES, REDUCERS, OR ELBOWS Sf10ULD BE USED '.,;' . IN THIS AREA QJ) 1" CLEARANCE @ PVC MAINLINE -SIZE TO MATCH FLOW SENSOR @ PVC MAINLINE -SIZE PER Pl.AN s 7 SCALE: N.T.S. 3 (D PRIMAA.Y MAIN UNE. SEE PLAN FOR SIZE. © SUB·MAIN · SIZE VARIES. SEE SCHEDULE BELOW MAINLINE SCHEDULE: H0GPM 1"SCH.40 11~18 GPM 1·1/4" SCH. 40 19-25 QPM 1-1/.l' SCH. 40 28-09 GPM 2" CL 315 40-58 GPM 2~1/2'· CL 315 G)ree OR ELL WJTH REDUCER BUSHING 0 BALL VALVE SEE DETAIL. © CONTROL VALVE. SEE DETAIL @) QUICK COUPLER. SEE DETAIL, (j) LATERAL LINE (CL. 200). SEE PLAN FOR SIZE. 'lf X' J :J ,.5;3• x I" 190 x 25mm) SLOT FOR IRRIGATION LINE ~ DRAINAGE HOLES (In bottom of unf1 allows fer root growth.) PLANTING CAVITY ----../....... I one gallon container p:a1ts and smaller.) j FIBERGLASS PIN ! CONSULT YOUR 5/8" (15mm) FLEXIBLE · .wil'!4. LOCAL KEYST?NE Unit 1 Dimensions* 8"'h x 18"w x 21-1 /2" d i : (200mm x 457mm x 545mm) : l Face Area ; 1 square foot j Unit Weight' ! 95 lbs (43 kg) Plantable Voiume/llnit 0.25 cubic feet (nominal) metric equivalent /,-.....-KEYSTONE , CAP UNIT " I y ✓- ✓-­--- DRIP IRRIGATION LIN~-l,;\:'.f......,;_4,,1.,*) RFPRESfNT~~E '~ . IN PREPARED SLOT. · · °"''f" '"--0 FOR OP. IONv ,,, · , • t -;,y -~ MOVE TO BACK OF SLOT TO FACE TEXTURE AND ; LIMIT VISUAL EXPOSURE COLOR. ..... nbw·tl,t,,¼l!.cc;!'t INTERLOC~NG )(.eft--~ a;tvfitteY FIBERGLASS DRIP EMITTER LOCATED AT ~N ITI~GAL)-. CENTER LINE OF EACH CELL :3i~~SC:,NT . / PLANTABLE FILL PLACED IN FRONT CAVITY OF PLANTER UNIT WHERE , PLANTING WILL OCCUR. IF NOT TO BE PLANTED. CAVITY CAN BE FILLED WITH CRUSHED STONE OR LEFT VOID. AS REQUIRED ~ ' · ~'--·--KEYSTONE PLANTER UNIT ® KEYSTONE WALL IRRIGATION H !"'"" _____________________ ..;;NO:,-;;;T;..;T:.;;O.SC;;,;A;.LE.,.. __ TESHIMA DESIGN GROUP L\NDSCAPB ABCHlTf!CIURB • I.AND Pl.ANNINO !JIB BOIIINll&'IPARI. AVB. sum! C • MN DBlQ CA '1J31 ma..-PA»MeHII APPROVED FOR PLANTING AND IRRIGATION ONLY. PRECISE L.A. "AS-BUILT EXP. ,---_IRRIGATION LINE W!TH f DRIPEM!TTERSAT / PLANTING. f:'OCKETS I S.-1/'2' (140mm) ,,. OFFSET FOR PLANTER UN!TS " -- DATE 2-Y-eTRAINER ($EE eFEce. AND LEC:IEND>tt-COMPACT ~ADE: 3-6RA66 ELL <REDUCING IF NECE66ARY> 12-f'IN161-! GRADE VALVE MANIFOLD INSTALLATION TY PICAL) INCLUDING LOCATION OF PLANTING REVIEWED BY: DIMf:NSION A e :2" TO t," IN SIZE: 4" 6" PVC, SLEEVES TO ee THICI: THE PIAMETER OF THE Pll"E 01' HIRE: BUNl:>LE CARRIED. CD SLEEVING UNDER VE!-4!CLE PAVEMENT 4-el'<Aee UNION 13• e-lNCl4E6 MIN. (T'l'f'>.) !5-eF<A&e 61-!0RT NlfO!'>I.E (iT'l"' J 14-eEE ePEC6. FOR DE!"'T146 6-eF<Aee F<leE!R (LENGTI-I Ae F<EQUlfli!ED) 1-I-IAF<D eoLDE!li!ED COPPER PIPE <BETWEEN METER ~ eACKFLOW> e-PYC eel-I 4l2i ELL (6XTXWITI-I exe REDUCING 6Uel-llNG IF NECE6e~) 1!5-I IN. MIN, 2 IN. MAX. lh• FRE&eUF<E REC.ULATOF< ($EE &PEce. SET AT e,,zi P.6.IJ 11-PYC MAINLINE 1e-INST ALL PEl'i< C.M.UJ.D. ST AND ARD Di.UG, ~-2,zl NOTE, APPLY TWO (2) COAT$ FAINT (Jl<ECYCI.ED WATER W,AFitNING, COLOR) TO AeOvE a.RADE COMPONENT$. Q)---E3___,A-:;C __ K __ F-=L:.:O;...:;W;;....:_,P ..... R=E=-V~E~N __ T:..=E::.:.R..;;:.;N~.T.:.:,;;.5_. _ SCALE: N.T.S. V/IL..fWII-INST AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION APP'O DATE INmAL REVISIONS OTHER APPROVAL INSPECTOR DATE WI CITY OF CARISBAD II SHEETS I PLANNING DEPARTMENT fl IRRIGATION DETAILS FOR CIBSJA FHOi bJBIONAL 011 ICES I:;:: PLANN~-½L~~~t le•£ 7...,c., I DATE OWN BY: PROJECT NO. DRAWING NO. DATE INmAL CHKD BY: COY APPROVAL RVWD BY: CT 05-06 438-3L DATE, 5/9/06 OOl QOl mi ... ~ ~j!! fl!! t~ ~~ ,q:~ iJ d -j Q Iii ~ i~ DW RW A AF<-,' Alli< FiELIEF VALVE DW fllll) A ee eAeKET &Tl'<AINI::~ DW fllll) A COMM CCM"1l.lNICATION SPLICES DW RW A Fl FER'tl!..!ZER IN.JeC'tORe DW fllll) A Fe FLOW 51:NSOR& DW fllll) A FVA FLU51-1 v A!. VE AeeEMBL Y DW fllll) A GR Gll!OUNDING ROD& DW fllll) A ev eAL.L VAL.YE& ow RW A MS MOl&TU!ltE ~ ow Rill A MY MASTER VALVE ow Rill A e,e et=LIC! eox DW Rill A (STA•> FiEMOTE CONT"°L VAL.YES DW Rill A GlC QUICK COUPLE~ CON't AC't LANDElCAl"I: ARCl-ll't!C't FOR INFO ON ANY Dl!YIC! IN A eox NOT LISTED. NOTE&, A-VALVE eoXE& $MALL el! LAeELED e-r 1-lOT I~ el'<ANDING. OR ALUMINUM A&Pl-iALTIC eA&E WA~FAIN't. e-CONTROi.. VAi.Vi!!& 51-!ALL el! INSTALLED TO ALLOW O'-OE~Y ~MENT OF VALV! eoxEe. C· LOCATE VAL YE AeeEMeLIE& IN 51 IP le OR ~DCOVeR AFiEA& 0NL Y. p. LOCATION OF VAL.YE Ae&EMeLIE& eMALL el! ST AKEO FOIi< Al"'l"f<OVAL BY LANDSCAPE ARCMITECT FfollOF< TO INSTALLATION. E-CENTER VALVe eoxE& OVER VALVe Aeel!MBLE TO FACILITATE ACCE&e AND MAIMTENANCE. F-eET YALvE eoxee AT EQUAL ELEVATIONS W/ rope AT 2" ABOVE FlNle,.l Glli!AOE IN ~6/ ~DCOYER AREAS. G-VALVE eoxee 614ALL el! MT l"ARALL!L TO !ACM OTl-iER AND l"!fltl"ENDICULAR TO EDGE OF AREA. 1-i-DO MOT DEFOFll'1 OR COLLAF'&E VAL\11: eox eY EXCESSIVE &OIL COMPATION AROUND eox. I-eee ALSO INDIVIDUAL vALvE IM&TALLATION DETAIL&. c================J-4 D\J A-9 1:1 II 1:1 II LEGEND I• 2'1!)"xl4" JUMeo toeCTANGLILAR VALVE eox 2-16''xll" STANDARD RECTANGULAR VALVE eox 3-1"" C>IA ROUMD VAI..V! eox 4-EOGE CfF Afl<EA, CURB, UJALK OR WA!..L SAMPLE: > u Ct'. PLAN POTA6LE WATl=R SYSTEM OF CONT~LLER 11A11 REMOTE CONTROL VALVE ON STA. "'9 CD VALVE BOX IDENTIFICATION AND PLACEMENT SCALE: N.T.S. VAL-BOX 11~~1.- "'1~ @ I" 0 11'· . TI· :-3 I I'' :.4{ ::, 11:.::::i',1. @ I ,..,..,i~d l l:, f/1 ;:_~ ~ 1.3 12 11 SECTION Q) QUICK COUPLER VALVE (D !=INl514 Go~!: @ QUICK COUF'LER KEY WITI-I MALE I-IOSE e1e CONNECTION M SI-IOUN, KEY MU6T CLEAR VALVE eox @ l!Z'" ~ Fl.A&TIC VALVe eox WI 60LT C>ou.t-1 I.ID ($EE VALVE eox IDl:NTIFICATION DETAIL) • FLJ.lel.l IN TUF<F -2 IN. IN ~VEFc> @ UNDISTURBED/ COMPACTED SUeGIRADE @ GllJICK-COUF'LEl't VALVE -&EE IMKi. LEGl:NO FOR MODEL @ ST AINI.Ee& &TEEL CL/.>MF (j) LA6CC aNAF'LOCK PRE·Ae&EMel.ED SWING, JOINT WITI-I ONE PIECE e!ltA$8 FIPT NIFF'LE @ BRICK OR CONCRETE &LIi FORTS @ LAeCO FRE-AeeEMeLED euJING JOINT @ •4x36" F<EBAl't er AKI:$, 2 REQUIRE!::> @ LAND&CAF'E F..:.eiietc @ I CU. FT. MIN. FEA GRAVEL @ F'YC Pi'<E&ellRE MAINLINE FIFE @) SEE ei=ecs FOR DEFTI-!$ @ 4"MIN. MOTE&, • l.leE TEFLON TAFE ON ALL Tl-lREADED FITTINGS TYPICAL. • INSTALL Pi'<E-A&&EMet.ED &WING JOINTS 1"'1:R MANI.Ji=ACTIJRER RECOMMENPATION&. • ~Lllu\<--~ Vt>J..J,.le:t:, ~ .!,.l ll>Ei'~.,= ,..~~fi!:I'"--~ ....... ~..,........,. SCALE: N.T.S. VAL-OCV SECTION ~------Loi-I VOLTMI; WI~,~ MAXIMUM ~--OUTE:1'1< C.ASE OF C-ONNEC.TOF!. STRIP AMP TJI-IIST v,11~ FOR PR<OP!:R-_.f CONNeC TION CRIMP COPPER SLEEVE INSTALLED WITH Rf:GOMMEMDED TOOL CONNeCTOF!.IN$1::R1'--------------' NOTE, FILL OU'T1::1'( C,A5!: WITH 91:AL.ER t=RIOR TO FINAL ~ Y. SCALE: N.T.S. ® WIRE CONNECTORS VAL-\tlR (D FYC NON-PReeeuRE LATE~FIPE @ FIMISI-I GRADE @ FYC &Cl-I 4'11) FEMALE ADAF'TEl't (T'Y'P) (1) ID TAG • 'T•CI-IRISTY' (714) !:>e>7-3!100 @ ~OTE CON~L VALVE @ WATERF'F<OOF WIRE &FL.ICE CONNECTORS <SEE &PECSJ G) FVC &Cl-I. ee> UNION @ F'YC 6CI-I 812' NIF'l"LE (TYP.> (l.ENGTI-I Ae F<EGlUl!'<ED) @ CON~ WIRES• BIJNDLE AND SECTION TAPE (WI 4 FT. MIN. EXTRA WIRE> @ VALVE eox WI BOLT DOUN LID <SEE VALVE eox INOENTll=ICATION DETAIL) -FLUSI-I IN TUFil" -2 IM. IN 6ROUNDCOYSR) @ UNDISTUF<BED/ COMPACTED SU!!Ki,RADE @ F'YC &C>I 4e> ELL @ SEE SPECS FOR DEPTl-15 @ BRICK OR CONCl'<ETE $l.lFFORT$ @ F'YC FRl:e&JRE MAINLINE FIFE @ PVC &C>I 442' TEE @ I CU. FT. MIN. PEA G~VEJ.. @ 2 IN. MIN. © REMOTE CONTROL VALVE SCALE: N.T.S. VAL-ROl (D /311_ ~w~1 , T-mc ;ll/ ._,_u 'ill =1 n -------- J1~11~m~'mi':,~J "1lliiJ. ll;;c1L1 1• ;~-,1r=: ,-; ·11'=1113 H=[ic:llf Ei'> =fr 11 ,!..!.z j- -- 1 (D ~ IN. MAX. FROM C\JRee, WALK&, ETC. (V eoDY PI..ACl:MENT FINISl-i GRADE IN TURF Ai'<EAS @ 4' POP-UF' S~Y!-IEAD (1) FINIS>l~E @ &EE &Pee&. FOi' DEPTl-i @ PVC NON·l"llltEe&Ul'ltE LATERAL PIPE G) l"VC &cl-I~ TEE (&eT) OF ELL (ST) @ AAINSIRO eA &ERIES MANl.FACTIJRED &WING JOINT Ae&EMeL Y (l.ENGTI-I A& FiEQ'O) @4" POP-UP SPRAYHEADS SCALE: N.T.S. PUP-.flN 0 SECTION lf1ENP (i) 3 IN. MAX. f'llitOt"I ~. UJ.<\l..Ke, l!TC. @ BODY FLACll!l"il:NT l'INl5M a.RAP!I! IN 'TU\IF Alill:A& I' IN-....... A& @ 12' -FOP-UP 1-l!!:AC> @ FINI&!-! Qll!ADfl @ ee!S 61"1!CIFICATION6 FOR 0£PTl4 @ l"VC ----J..A11fflAL. l"IP!! G) l"VC 6Ci-! 411> TEE (&&T) CF EU. (&T> @ RAIN elRD &A &ERIES MA!,1.FACTIJREO euJING !\SSl!l 1191. y • iU!NGTI-1 M, t.l!Q'tl) 7 ® 12" POP-UP SHRUB SPRAYHEADS SCALE: N.T.S. TESIIlMA DESIGN GROUP lANDScAPB A1l<lm.BCl'OltB • LAND PLANNING iaB BtlSINB!ISPARI AVB. SIJllE C • MN IJOOQ CA m lftlOltD----- APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE L.A. "AS-BUILT EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR " DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH EMGINEER, ~ I CITY OF CARLSBAD 11 SHEETS I ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. : Pl.ANNING DEPARTMENT : fl IRRIGATION DETAILS FOR: CASSIA OI ¼ICES I:::: PLANNr:o~lfu ~ le·' 7 """"' I DATE DWN BY: PROJECT NO. DRAWING NO. OATE BY DESCRIPTION N'P'O DATE INITIAL DATE INITIAi. CHKD BY, CT 05-06 438-3L OTHER APPROVAL CITY APPROVAL RVWD BY, REVISIONS DATE, 5/9/06 .. i: ·. . ' . . . .• ·4• . ' • . . .. .' •,. . .... : ... 1 .' .. ?!'~·-·---~----. '· ~~~------~-·-"------' -----,~·-~- ~!..' MATCHLINE -SEE SHEET L-7 .,. I ~ ~. ~· J. l I .. -~.,., ... ~ . ...-;t --~· ,. .. ,_ J_. ,... -.. , I .'!' .,. •-..... ROOTBARRIER 19.5" WIDTH TYPICAL -e,.. LANT MATERIALS PER UPLAND HABITAT REVEGETATION PROGRAM -f "i' !-/1 t· I '1'1:i' EB, 10,2006 ~ ,()li>ot:> ~Ii>)), ~~ . ~ PROVIDE 18' WIDE PLANTING AREA BETWEEN WALL AND WATER EASEMENT CRE~O~C. S No. 9~.~2FC S No. (4 QUICK CRETE CO , WASTE CONTAINER No. QS-SQ 2432 W-DD TEL.(909)737-6240 WWW. QUICKCRETE.COM ,. ., @ - GRASS LINED SWALE , .. :·.v77;, . -LL//, ·~ : ------ ·- I I I I I I I I I ROOT BARRIER TYPICAL 19,5" WIDTH LIGHT BROOM FIN!Sn--.J COLORED CONC. COLOR BY OWNER, SAW CUT JOINTS ---, l ., ';.. ' I ., . ' I ._. :·· ' I :, ' I . . . . ~ . . . . . : .... ;. . . . . ~ . ' ------- ~ I I !,--..l::================::::1¥===========l==::::::::::::::::::-----60\J6AIWILLEA V. JOLI.A' 60\J6AIWILLEA Fl.ANT I 6' O.C-.4' POTS I ""'TIYf! BESTQRAI!QN 5HRISSO~I-O SPECIES 111111111 1 1 ARTEME5IA CALIFORNICA 1 I I I I GOMAROSTAPH'l'LIS D. ;,PP. DIVE1".$IFOLIA RHU5 INTEGRIFOLIA CALIFORNIA SAGE~SH SUMMER HOLLY' LEMONAJ::>E6ERR.'1" fll.ACI<: 5A~ $ALVIA MELIFEAA Gl\JERCUS DUMOSA ¾RUEi OAI<: HeTEROMELES A1".6UTIFOLIA TO'T'ON YUCCA ¾HIDIGEAA MOHAVE YUCCA HYOROSEED MIX: 60TANICAL NAME GOMMON NAME MINIMUM 1¥ PURITY/ GERMINATIO!l65/AG.R, - ARTEME5IA CALIFORNIQMLIF01".NIA 5AG-E6RU5H PLANTAe,o EREC TA• PLANT A60 LOTUS i¾OPAAIIJS-CALIFORNIA 6ROOM NAS&ELLA PULCHEAA·PURPLE NEEDLEGAASS 20/00 '15/00 '10/e>o '10/00 2.5 15 6.00 6.00 HYDR05EEP REGUIREMENTS, TOT AL II/ AC, 2"1 .5 MULCH, I50011/AC AGRONO·MIJLCH 6INDER, I:211/AC AG!s.NO·TEC 2511/AC FISER PLUS POLYMER, 5'111/AC TERAA-501".6 GEi P.o.eo.x 1215 CARPINTERIA , CA. '13014-1215 (005) 6e4-o4,6 TE).. (eo5) 6e4-27'1e FAX 1 7 1 r''' ~"\ i ,, I I I/{ I I I I I I I I I 11 ,I I 1 I I I I I I I I I I I I I J: I I I I I I I I I I I ( ::: 1 I : I I I I I I -½'i' ,1 I l I I 11' I I I I I I I I I I -JJ't,J._1 11 \ I !I 1111 1 I I I I -Jt,,, I ~ I I I I I I I I I I I I _ I I I I I I I I I I I I / i,1,1 ~ I I t!i I I I I I I I I I • PLANT LEGEND 'TTe5 BOTANICAL NAME COMMON NAME SIZE QUANTITY B E A C D 0 © @ 0 © 0 0 0 AACHONTOPHOENIX CUNNIN6HAMIANA l<IHS PALM fl' 6TH ERYTHRINA C.R.l5TA~$ALLI C,OCIGPUR, c,oRAL. TI<EI: 24'60X JACARANDA MIM05IFOLIA JACARANDA PL TANIJS ACl:RIFOLIA aOODGOOD' 1-0NPON PLAN!! TREI:: 24'60X \>OI..PEN AAIM TI<EI: 24' BOX SfRIJB5 Ae,AVE ATTENIJATA Ae,AVE -5 (SAL eu~ .JAPONICA JAFAtee: 60~ I (SAL ESC.ALLONIA 'C,O't/J'ACTA' Dl'lARF ESC.AL!..ONIA 5(SAL XYI.OSHA WN6fS'l\JM SHIM'!' XYLOSMA 5 (SAL PHORMIUH T. 'MAORI 91JNRl5E' FLAX , 56AL PHILOD!;NDRON SELL.OUM SPLIT-1-EAF PHII-ODENDRON 5 (SAL PITT05F'ORUM T. VAAlfe,ATA PITTOSP~ 56AL f<OS'fMAANIUH 0. ~TAATVS' DWARF Fi.OSl:MAA'I" I (SAL FICUS P\JMILA 6BQL/NPGOYE8a CFI.EEPIN~ Fl~ ( TRAIM OM YlAI.L/CRl6 YlAI.L) 5 6AL 26 12 21 20 1~4 93 61 16 46 ~2 . . . . . . • .... •. •. • .. •. SL.OPE: SAYER II 5E'fO'ft) o THI: RA TE OF 12 lbs. PER 1000 S.F. • • • • • • -' 1 :u u ::: ::: :::1 MAM THON II TALI-FEsc.LII: SODDED I.MM ™ M'l'OPOPJJM PAAVIFOLIIJJ,f TRAIL.IN~ Ml'OPORIJM flats (12' O.C) 4' POTS (12• O.C) ::~:::: PEJ.AAOOMIUH Pa.TATUH (ASSOFI.TEO WLOl'i.5Pv"r' Go'fAANIJll-t G-R,IB V'\ALL PLANTIN6( PLANT ALI-cELI..S) P'ft.AROOMIUM PEL.TA'l\JM (ASSORTEO WI..OFi.S/ IY'l' e,'f;.RANUJM 4' POTS/I&' o.c) LANTANA 5a.!..Ol'4IANA TRAIL.IN~ LANTANA ALTEFI.NATI: 'IV IY'l' t:,EAAMIUM 4' POTS(!&' O.C) 60!Jt:,AIWIL!..EA "LA JOLLA' 601Je,AINVIL!..EA PLANT I 6' O.C. 4' POTS ~ t-hPRCreE;;oM\X ROOTBARRIER: 6l06~IER ROOT GONTROL SYSTEM OR Ee.I. TEL. (~) ;2e,4.;2100 ~ I I I ~ 0 10' :20' 4-o' SCALE, I"= 20'-0"; North TESIDMA DESIGN GROUP lANDSCAPB ARCHITECIURB •• LAND Pl.ANNINO 991'.8 BUSJNmARK AVB. surra C • MN DIBClO, C'A 9211 19 (1.1 lilH!II FA» (l.1 Cl&1m APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED,BY: M_ 4r-~kit INSPECTO --w 1i I 1rs~10tJN~~Jci gliE~6~ii iisi~gf1~N~~~~ i~?~E~ ~ CITY -OF CARI.SBAD f----+---1---+---I ~ PLANNING DEPARTMENT 1 sHrs I IMPLEMENTATION IN FIELD. --~~--------------~--+--+----+---+--~ DAlt BY DESCRIPTION APP'D DAlt INITIAL DATE INITIAL REVISIONS OTHcR APPROVAL CITY APPROVAL PLANTING PLAN FOR: CASSIA Olk& P ANNING · PWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: CT 05-06 DRAWING, NO. 4.38-3L : DATE• 5/9/05 . . . : •1n.Js.f;_:,.__'.,~,..r .... ,.,.=•~., To ,..r,.. "•~,,;., • ..;'..,....,.,......:.,., ... ,•' •• ~ --•~C.~-::.~"---•-,,-,,,-,_.... -,., .. , ..... ,.. .... ,:,.-,,., .. ~ •• . .,;. , --~ \:·-:-r --':.:----~T , ' .Jo ~·~ ...... , ., ,,_ •' \ ' ' ' I I f MATCHLINE -SEE SHEET L-6 .. .._ "'Jc,,;_ ,, . '-'· r·:-· ------.---......-------•-·-·••-, ,' GHTUNE -.. ... i . I / .. 1 I !fa / I ~o I '-.. I I ' I I 1l I //; I • '---ROOTBARRIER 19.5" WIDTH TYPICAL '--PLANT MATERIALS PER UPLAND HABITAT REVEGETATION PROGRAM FEB. 10,2006 I r I I I I I I I I I I I I I ~ I I I .L PLANTING/ MAINTENANCE NOTES: .... ..•-... ·-~ .......... CONTRACTOR SHALL HAVE TWO THOROUGH STANDARD SOIL TESTS PERFORMED AND COMPLETED 1. BY A LICENSED AGRONOMIC LABORATORY PRIOR TO AND AFTER LEACHING OF SALTS AND PRIOR TO ANY PLANTING OF PLANT MATERIAL, THE SOILS TEST SHALL INCLUDE, BUT NOT BE LIMITED TO, THE TESTING OF SOIL SALT LEVELS, NUTRIENT LEVELS, AND SOIL PERCOLATION. PER MANUAL SUBMIT TO CITY INSPECTOR FOR APPROVAL. 2. ALL PLANT MATERIAL SHALL BE APPROVED AT THE PROJECT SITE BY LANDSCAPE ARCHITECT PRIOR TO ANY PLANTING. ALL PLANT MATERIAL REJECTED BY THE OWNER OR LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE PROJECT SITE AT NO ADDITIONAL COST. 3. SUBMIT PHOTOGRAPHS OF TYPICAL TREE FOR EACH VARIETY AND SIZE, TO BE PROVIDED UNDER THIS CONTRACT FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO DELNERY TO THE PROJECT SITE. 4. ALL PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 5. ALL PLANT SIZES ARE MINIMUMS, SIZES ARE TYPICAL FOR EACH PLANT SPECIES. ALL PLANTS ARE TO BE FREE OF DISEASE AND SCARS, AND ARE HAVE GOOD COLOR, FULL HEADS AND GOOD CALIPER ( 24" BOX -1 1/4" MINIMUM, 36" BOX • 2 " MINIMUM ), 6. ROOT CONTROL BARRIERS SHALL BE INSTALLED WITH ALL TREES THAT ARE WITHIN FOUR FEET OF ANY HARDSCAPE. INSTALL ROOT BARRIERS ADJACENT, AND PARALLEL TO, EDGE OF HARDSCAPE, BARRIERS SHALL BE TWELVE (12) FEET IN LENGTH MINIMUM ON EACH SIDE OF TREE. ROOT BARRIERS WILL NOT BE WRAPPED AROUND THE ROOTBALL. 7, PRIOR TO ANY PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL, AND ALL PLANTING AREAS SHALL BE FREE OF WEEDS, ROCKS AND DEBRIS, RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO PLANTING. APPLY PRE-EMERGENT HERBICIDE IN ALL AREAS PRIOR TO SPREADING MULCH. 8, PLANTING AND FINISH GRADES AT LIMIT OF WORK SHALL TRANSITION SMOOTHLY WITH ALL EXISTING PLANTING AND GRADES. 9 UPON COMPLETION OF PLANTING OPERATIONS AND BEFORE ANY SITE OBSERVATIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS, AND BROOM AND WASH THE AREA CLEAN. 10. PROVIDE MINIMUM 3" LAYER MULCH IN ALL SHRUBS AND GROUNDCOVER AREAS LESS STEEP THAN 3:1. (ECO-MULCH) 11. ALL SLOPES 2:1 OR GREATER TO RECENE STRAW NETTING TO PREVENT EROSION. 12. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE STANDARDS OF THE LANDSCAPE REGULATIONS OF THE CITY OF CARLSBAD AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS. 13. QUALITY AND SIZE: ALL PLANTS SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASES, INSECTS, INSECT EGGS, FUNGUS DISEASE AND THE EFFECTS OF ANY PREVIOUS INFESTATIONS. PLANTS TO MEET OR EXCEED THE MEASUREMENTS SPECIFIED. 14, LANDSCAPING SHOULD BE MAINTAINED TO ENSURE WATER EFFICIENCY, A REGULAR MAINTENANCE SCHEDULE SHOULD INCLUDE BUT NOT BE LIMITED TO: CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESTETTING THE AUTOMATIC CONTROLLER; REPLENISHING MULCH; FERTILIZING; PRUNING AND WEEDING IN ALL LANDSCAPED AREAS. 15, ALL TREES, SHRUBS AND GROUNDCOVERS WHICH HAVE BEEN PLANTED AND WHICH DUE TO ACCIDENT, DISEASE OR OTHER CAUSE, FAIL TO SHOW A HEALTHY GROWTH WITHIN ONE YEAR SHOULD BE REPLACED. 16. WATERING SHOULD BE SCHEDULED BETWEEN THE HOURS OF 9:00 PM AND 5:30 AM TO AVOID IRRIGATING DURING TIMES OF HIGH WIND OR HIGH TEMPATURE. DEEP WATERING PRACTICES SHALL BE UTILIZED TO PROMOTE DEEP ROOTING OF TREES AND SHRUBS. 17. TREES AND SHRUBS SHOULD BE TRIMMED OR PRUNED TO PREVENT BLOCKING OR INTERFERENCE WITH THE FOLLOWING: a. SIGHT DISTANCE VIEWS b. PEDESTRIAN OR VEHICLE ACCESS, c. INSTALLATION, MAINTENANCE, OR REPAIR OF ANY PUBLIC UTILITY OR FIRE LANE. d. DAMAGE TO PROPERTY LINE FENCES OR STRUCTURES ON ADJOINING PROPERTIES, 18. ALL LANDSCAPED AREAS SHALL BE REGULARLY WATERED, FERTILIZED, WEEDED AND OTHERWISE KEPT IN GOOD CONDITION, 19. REFER TO CIVIL ENGINEER'S DRAWINGS FOR "PERMANENT BEST MANAGEMENT PRACTICES". NO LANDSCAPE AREAS ARE BEING USED THAT WILL PROVIDE "PBMP's" 20. LONG-TERM MAINTENANCE OF ALL AREAS OF PROJECT WILL BE THE RESPONSIBILITY OF OWNER. TESIDMA DESIGN GROUP LANDSCAPB ARCHl'IECTURB • LAND PlANN1NG 99(8 BUSINFA'IPARI AV& SUJIB C • MN DlllOO, C\ 9211 PB ft imD FAil (&ilO lill-1181 ote 3/3/0 r, CAI-I .lt~UILT ~ I l I ~ APPROVED FOR PLANTING AND IRRIGATION ONLY. l..A I 45"(p -EXP9' '~ 0~ INCLUDING PRECISE 0 10' 20' 40' • ~ALE, I"= 20'-0" North LOCATION OF PLANTING REVIEWED LY: AREAS. n✓x-_ e,,., ~~:ft: INSPECTOR --<I) ~ ::> 00 I <f) <( -- " 0/4,/re DATE i:r~••I.. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, I SH~ET I CITY OF CARlSBAD I SHttETS I ASST. PIJ\NNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. PIJ\NNING DEPARTMENT PLANTING PLAN FOR: CASSIA PROF te8IONAl. 01 I ICES . I APP~ l ~• f;l\soft ' . ·.. PLANNING eo ,v; -do I . DATE OWN BY: PROJECT NO. DRAWING NO. OAT£ BY DESCRIPTION APP'D DATE INITIAL DATE INITIAi.. CHKD BY: REVISIONS OTHER APPROVAL CllY APPROVAL RVWD BY: CT 05-06 4.38-.3L -DATE• 5/9/06 · I l ,, ' • ,I ' ~ I J i ! ' ~. ;: 1 1-, J ! ' ~ ' ' I j ' 1: ' f I ~ :i ' ' ,, I 1 .1 ~ l " f ~ :t -1 1 -(2) 2 IN. DIA. X IIZ> FT. LONG LODGEPOLE PINE ST AKES, SET PERPENDICULAR TO PREVAILING WINDS. 2 -V.I.T. 'CINCl-! TIES', OR EQUAL. INST ALL PER MANUFACTURE'5 &PECIFICA TIONS . .3 -SET CROI.J.JN 2 IN. AeOVE FIN151-1 GRADE. 4 -CUT TOP SECTION OFF OF STAKE t&' 6ELOW TREE CANOF'Y. 5-• FINISI-I GRADE. t& -6ACKFILL<&EE SPEC.J PUDDLE AND SE:TTLE:. SET TREE 2 IN. ABOVE FIN. GsR. 1 -2 X ROOT6ALL DIAMETER e _ .3 IN. WATERING 6A51N, EXCEPT IN LAWN AREAS. REMOVE AFTER MAINT. PERIOD. s -Ft.ANT T A6LET5. INST ALL PER MANUFACTURE '5 SPECIFICATIONS. 10 -FL.ACE ST AKES OUTSIDE OF ROOT6AL.L. II -FIN. GRADE AT EXISTING SLOPE ( AS REQ'D). 12 -4' PERFORATED PIPE W/6LACK ROUND C:.IRATE CAP -6' MAX LENGTI-I WRAPPED WITI-I FIL. TER FA6RIC 13 -"✓-i' GRAVEL DRAINAGE SUMP WITI-I FlL TER FAeRIC EDGE 14 -6'-rZ>' MAXIMUM 15--1i:i!>'•i:i!>' MAXIMUM NOTES: TREES 15-GALLON SIZE OR SMAL.LEFi:: -F'Fi::OVIDE &INGLE er AKE. TREES 24' 4 .31&' eox SIZE -F'Fi::OVIDE DOUBLE ST AKE. CUT STAKE 6' BELOW TREE CANOPY. SECTION ® TREES 15 GAL., 24" & 36" BOX STAKING & DRAINAGE SCALE: N.T.S. TR£-STA SECTION PLAN .. . , ., .. ' "' .,. ,. :: !:> © GROUNDCOVER PLANTING 1 -2 INCi-iE& 2 -~EF'AFi?!:D SOIL .3 -FINl&t-1 uRADE OR WALK 4 -SEE PLANT LEGEND !;, • CONCRETE MOUJ &TRIP 6 -&EE LEuEND SCALE: N.T.S. PLT-GRD 1 SI-IRUB 2 ROOT6ALL .3 2 X ROOT6ALL DIA. 4 WATERING BASIN (IF REQ'D.) 1 - TOP OF CUR6, FL.ANTER, OR PAVING. 8 FIN. <'.:IRADE AT SLOPE ( AS> REQ'D.) ':l FIN. GRADE AT EXISTING SLOPE (AS REQ'D) :; PLANT T A6LET5 INST ALL FEFi:: MAN!=ACTURER'S lrZ> SPECIFICATIONS. MULCI-I (S!=E SPECS.> SECTION ® SHRUB PLANTING SCALE: N.T.S. PLAN 2 N. 1 -TFi?l:E TRUNK 4 :2 -ROOT BARRIER .3 -EDGE OF I-IARD6CAFE (CURB, PAVING, FAD, ETC.) 4 -12 FT. MINIMUM LENGsTf-4 FINl51-1 GRADE I-IARD5CAFE ROOT BA~IER. NOTE, N. VARIES ROOT BARRIERS &I-IAL.L. 6E INST AL.LED UJI-IEN TFi?!:E I& WITI-IIN & i=T. OF ANY I-IARDSCAPE, AND SI-IAL.L. 6E INST ALL.ED ADJACENT TO Tl-IE I-IARD&CAFE ONLY PER Tl-IE MANUF. 6PECIFICATION5. PLT-SHB El106ARRIER ROLL. SIZElc:\.5" X 100' 162.50 5.F. TEL.. (e,oo) :2e,4-21e,o SECTION @ ROOT BARRIER SCALE: N.T.S. ROO-Bf\R I -CONC. MO!lilN6' C,!JR6 :2 -L.AV'!N AREA S -1/:2" 6ULLN05E 4 -#4 R.ESAR CONT. 5 -PLANTIN6-6ED @ CONCRETE MOW CURB SC.ALE: N.T.5. TESHIMA DESIGN GROUP L\NDSCAPB .ARCHlTBCI'lJRB • LAND PlANNING t!lll1 BtJSINJ!SSPARK AVE surm C • SAN DIFOO. CA m 19\l:IOIIIHlll4 l'A'lll\ll08HB2 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE L.A. "AS-BUILT EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR " DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, rr·i, CITY OF CARLSBAD 11 SHEETS 1 ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. PLANNING DEPARTMENT fl PLANTING DETAILS FOR: CASSIA ,Al -011 ICES I APPROVED 1-6;£( 6 _ ~ ,t : AS51SfA!ff PLANNING -91REG+9R- lo--Z'1-~ I DATE uWN BY: I PROJECT NO. I DRAWING NO. DATE BY DESCRIPTION APP•D DATE INrTIAL DATE INITIAL CHKD BY: CT 05-06 CITY APPROVAL RVWD BY: 438-3L REVISIONS OTHER APPROVAL DATE, 5/9/06 SECTION 02480 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONbitii:iNS: A. The General Conditions, Special Conditions, and Division 1 ore on added port of this section and contract for this work and apply to this section as fully as if repeated herein. 1.02 SCOPE: A. The work includes on services, labor, materials, transportation and equipment necessory to perform the work indicated on the Drawings and os specified. The General Conditions and Division 1 apply to this section os fully os if repeated herein. 1. Related Work: (a) landscaping Section (02900) 1.03 SUBMITTAL$: A. Submit o list of all irrigation equipment to be used, manufacturer's brochures, maintenance manuals, guarantees and operating instructions. 1.04 GUARANTEE: A. Furnish guarantee in accordance with general conditions, for a period of one (1) year from dote of finol acceptance -ot conclusion of the Maintenance Period -on complete water irrigation system, including nonsettllng of backfill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A. In all coses where observation of sprinkler system work is required and/or where portions of work are specified to be performed under direction and/or observation of Landscape Architect or his representative, Contractor shall notify City Inspector and Architect at least three (3) working days in advance of time such inspection and/or direction is required. B. Observation will be required for the following parts of the work: 1. Upon installation and testing of main lines and lateral lines; when pipes are laid and are to be submitted to pressure tests. Do not cover any lines until they have been observed ond approved. 2. Upon Installation and testing of valves, quick couplers, bockflow preventer device, automatic controllers, and control valves and wires. 3. When sprinkler system ls completed, Contractor, in the presence of Architect, shall perform a coverage test to determine if coverage of water afforded the lawn and planting oreos is complete and adequate. Contractor shall furnish all materials ond perform all work required to correct any inadequacies to cover. 4. Final observation and performance test shall be at the some time as final observation of the landscape work. 1.06 TESTING: All PVC moin and lateral lines shed! be subjected to a pressure test of 125 PSI for a period of four hours. All testing shall be in the presence of the Landscape Architect. Approval shall be received before backfilling any trench. Do not cover any lines until they have been observed and approved. 1.07 RECORD DRAWlNGS (AS-BUILT DRAWINGS); A. Before final m;eeptqnce of work, Contractor shall provide o record set of drawings showing sprinkler s)'Stem work. 1. Any changes in location of items or type of instollotlons from that shown on drawings shall be so indicated on the record drawings. 2. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 3. All remote control valves, shut-off valves, quick coupler valves, meters, controllers, mainlines shall be located by measured dimensions. Dimensions shall be given to permanent objects and shall be to nearest one-half foot. All mainline chonges in direction shall be located by measured dimensions. 4. On the inside surface of the cover of each Automatic Controller, prepare and mount a chart showing valves ond sprinkler heads serviced by that particular controller. AH valves shall be numbered to match operation schedule and drawings. Only those areas controlled by controller shall be shown. This chart shall be a plot pion, entire or partial, showing building, walks, roads and walls. A photostatic print of this pion, reduced as necessary and legible in all details, shall be mode ta o size that wm fit into the controller cover. This print shall be approved by the Architect end shall be hermetically sealed by plostic. This shall then be secured to inside of cover. 5. Immediately upon installation of any buried pipe or equipment, Contractor shall indicate on the drawings locations of said equipment. Dimensions shall be given from permanent objects such as buildings, sidewolks, curbs and driveways. 1.08 GENERAL REQUIREMENTS: A. Code Requirements sholl be those of State and Municipal Codes and regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the controry is granted by the City Inspector. B. Extreme core shall be exercised In excavating and working in the area due to existing utilities. Contractor shall be responsible for damages caused by his operations. C. Connections shall be made at approximate locations shown on drawings. Contractor shall be responsible for minor changes caused by actual site conditions. D. landscape headers and mowing strips shall be In pioce before installation of sprinkler system. E. Scaled dimensions ore approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions. F, Pion locations of sub surface lines, valves, controller and pipe lines are diagrammatic and indicate the spacing and relative locations of all installations. G. All lines shall hove minimum clearance of six (6) inches from each other, and from lines of other trades. Parallel lines sholl not be installed directly over one another. H. Dielectric bushings shall be used in any connections with piping of dissimilar metal materials. I. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves and provide all flonges, adopters or other necessary fittings for connection. J. Permission to shut off any existing in-use water lines must be obtained 48 hours in advance, in writing from Owner. Contractor shall receive instructions from Owner, as to the exact length of time of each shut-off. K. ContrCJctor shall acquaint himself with oil site conditions. PART 2 -PRODUCTS 2.01 MATERIALS: Pipe sizes shown are nominal inside diameter unless otherwise noted. 1. PVC Pressure Mainline Pipe Fittings: All buried private piping in the reclaimed water system shall be installed with warning tape identifying it as reclaimed water with the exception of intermittent pressure lines. Intermittent pressure lines (line on the downstream side of a controller valve that will not be subject to constant pressure) may be excepted as long as it is apparent, due to line size and location as determined solely be the District Engineer of City Inspector, that t.he lines ore port of a reclaimed water sprinkler irrigation system. , Stenciled pipe, as specified below, will be accepted in conjunction with warning tape. (o) Pressure mainline piping for sizes 2• and larger shall be PVC Closs 315, and shall be purple. (b) Pipe shall be made from on NSF approved Type 1, Grode 1, PVC compound conforming to ASTM Resin Specifications "D1784". All pipe must meet requirements os set forth in Federal Specifications PS-22-70, with an Appropriate Standard Dimension (S.D.R.) - (Solvent Weld Pipe). (c) Pressure mainline piping for sizes 1-1/2" and smeller shall be PVC Schedule 40 with solvent welded joints, and shall be purple. ( d) Pipe shall be mode from NSF approved Twe 1, Grode 1, PVC compound conforming to the ASTM Resin Specifications "D1785". All pipe must meet requirements as set forth in F ederol Specifications PS-21-70. (e) PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming lo ASTM Test Procedure D2466. (f) Solvent cement and primer for PVC solvent weld pipe dnd fittings shall be of type and installation methods prescribed by the manufacturer. Mainline pressure pipe shall be solvent welded utilizing a two step process with primer end gray glue. ( g) All PVC pipe must bear the following markings. 1. Manufacturer's Nome 2. Nominal Pipe Size 3. Schedule or Closs 4. Pressure Roting in P.S.I. 5. NSF (National Sanitation Foundation) Approval 6. Dote of Extrusion (h) All fittings shall bear the manufacturer's name of trademark, material designation, size, applicable I.P.S. Schedule and NSF Seal of Approval. A.C.P., 4" ond above. shall have the words "RECLAIMED WATER" stenciled in 2-inch green letters on both sides of the pipe in at least three places in a 13-foot section of pipe (total of six places per section of pipe). All pipe shall hove stenciling appearing on both sides of the pipe with the marking "RECLAIMED WATER" in 5 /8" letters repeated every 12 inches. 2. PVC Non-pressure Lateral Line Piping (a) Non-pressure buried lateral line piping shall be PVC Sch 40 with solvent-weld joints, and shall be purple. (b) Pipe shall be mode from NSF approved, Twe 1, Grade 11 PVC compound conforming to ASTM Specifications "D1784". All pipe must meet requfrements set forth in Federal Specification PS-22-70 with on appropriate Standard Dimension Ratio. (c) Except os noted in Paragraphs (a) and (b) of Section 2.01.A.1(a) and (b), all requirements for non-pressure lateral line pipe and fittings shell be the some as for solvent-weld pressure mainline pipe and fittings as set forth in Section 2.01.A.1 of these specifications, (Primer not required). All unsized end run later lines sholl be 3/4" PIP£. 3. Polyvin~ Chloride Pipe Fittrngs and Connections: Type 11; Grade 1, Schedule 40, high Impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread twe, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flonge fittings ore not acceptable. Furnish fittings permanently marked with following Information: Nominal pipe size, type and schedule of material, and Notional Sanitation Foundation (NSF) seal of approval. PVC fitting shall conform to ASTM D2464 and D2466. C. Automatic Control Wire: 1. Electric wiring running from Controller to Automatic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 inch insulation, 4/64 inch neoprene jacket, st~e BR (Direct Burial) or equal, color code wires to each valve, common wire shall be white. D. Automatic Controller: 1. Controller shall be furnished and installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, self-contained outdoor type, wall-mounted, or approved equal. See detail for controller enclosure. 2. Unit shall hove a minimum stations as shown an Irrigation Legend. 3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shall be 120-volt, 60-c:ycle controller, be completely automatic and shall function optionally with or without the clock. 5. Any station may be repeated independently In any 24 hours. 6. Stations shall be od)Jstoble from 1 to 59 minutes. 7. Control panel shall be removable plug-In type. 8. Mechanism shall be housed ln sturdy, vandal-proof case, manufactured of 14-gouge steel, or case aluminum; furnished for maximum exterior protection. 9. The clock and all working ports of the controller shall be contained within one protecting cover. £. Control Valves: 1. Remote Control Valves shall be of ali Plastic body. Valve shall be provided with on adjustable flow control stern ond shall be operable manually without electricity. F. Volve Box: 1. For remote control valves 9-1/2" x 16" x 11" rectangular box manufactured by Corson Industries #14129-12B with purple bolt down cover or approved equal. 2. For ball valve: 10" x 10'1/4" round, Corson Industries f/910-12B with purple bolt cover or approved equal. Extension sleeve to be PVC-6" minimum size. G. Sprinkler Heads shall be as required on the drawings or approved equal. i. Bail Valves: 1. Boll volve 1 inch size to 2 inch size shall meet ASTM standards with seals which are self od)Jsting to compensate wear. Ball valves shall hove molded micro-finish boll with low torque requirements to operate unit manuolly. Ball valve shall have a patented feature -"Preloaded" stem seal and impact resistant handles. 2. Product: 1" -2" size {King Bros. Lo-torque boll valve models Lt. 1000-t thru Lt.2000-t) 2" -4" size (King Bros. Block true union boll valve models Valencia, California 91384 Phone: (800)541-2672 or (805)257-3262. J. Concrete footings shall be 2,000 psl concrete at 28 days. K. Backfill shall be clean fill soil. L Contractor shall provide to the Owner: 1. Two (2) Control Valve keys. 2. Two {2) wrenches for removing each different type of sprinkler head. 3. One (1) 48" tee wrench for operating gate valves. 4. Six (6) quick coupler keys and six (6) hose bib assemblies. 5. Five (5) keys for opening and locking each automatic controller. M. Pressure regulator shall be bronze with screw fitting. See details and drawing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. Locations on drawings ore diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed to meet existing conditions and obt<iin complete water coverage. Locate and stoke all work and obtoin approval of Architect before installations. B. Install and extend system as shown on drawings, and as necessary lo carry out the intent of Drawings and Specifications. C. Locate lines, valves and other underground utilities and receive approval of Architect before digging trenches. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and Backfilling of Trenches: 1. Excavate trenches, prepare subgrode, and backfill to line and grade with sufficient room for pipe fittings, testing and inspecting operations. Do not backfill until pipe system hos been subjected to hydrostatic test as specified. 2. Depth of cover in the Trench: Polyvinyl Chloride Pressure Line 18" minimum Polyvinyl Chloride Non-Pressure Line 12• minimum Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines shall be installed at 12" depth. Installation of Polyeth}>iene Distribution tubing: Distribution tubing shall be cut into lengths that will allow tubing to lay in a relaxed manner from emitter point (at shrub stem). Allow two (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the tube end comes Into contact with emitter body at base of barb. 3. Trenching through areas where topsoil hos been spread: (a) Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free of all rocks over one (1) inch in diameter, debris, ond litter, prior to use as backfill where so indicated on detail. 5. Repair any leaks and replace all defective pipe fittings until lines meet test requirements. Do not cover any lines until they hove been inspected and approved for tightness, quality of workmanship ond materials. 6. Backfill trenches, after approval of piping, with suitable and approved material, tamping soil oround pipe and thoroughly compacting all trench fills until 90% compaction hos been achieved. 7. Backfill moteriol shall be approved soil, free from rocks and clods. B. Installation of Polyvinyl Chloride Pipe: 1. Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to ovoid damage. 2. The pipe and fittings shall be stored under cover until using, and shall be transported in a vehicle with a bed long enough to allow length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at ony point. 3. Any pipe that hos been dented or damoged shall be discarded until such dented or damaged section is cut and rejoined with o coupling, 4. Trench depth shall be as specified above from the finish grade to the top of the pipe. The bottom of trench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe ends and fittings shall be wiped with P68 Primer, or equal, before welding solvent is applied. Welded joints shall be given o minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction. 7. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. 8. No water shall be permitted in the pipe until inspections hove been completed and a period of at least 24 hours hos elapsed for solvent weld setting and curing. 9. Plastic to metal joints: Solvent-w~ld, using solvent recommended by pipe manufacturer only. 10. Plostie; to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 11. Solvent-weld Joints: Assemble per manufacturer's recommendation. 12. Thrust black shall be installed as per detail. C. Remote Control Wiring: 1. Direct Burial Control wire sizes: As shown and specified herein before. 2. Provide one control wire and one common ground wire to service each valve in system. Provide 4-foot minimum expansion loop at each valve to permit removal and maintenance of valves. 3. Install control wires and irrigation piping in common trenches wherever possible. 4. Control Wire Splices: Allow only on runs of more than 300 feet, splices as follows: (1) Strip off minimum of 2-1/2 inches of insulation from each wire. (2) Twist on Scotchlock electrical spring connector, minimum four complete turns. (3) Seal connector In epoxy resin. ( 4) Tope completed splice with Scotch 33 electrical tape. 5. Numbering and Tagging: Identify direct burial control wires from automatic volves to terminal strips of controller at terminal strip by togging wire with number of connected valve. D. Automatic Controller: 1. Automatic Controller shall be Installed as shown and directed. Controller shall be tested with complete electrical connections. Contractor shall be responsible for temporary power to controller for operation and testing purposes. 2. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the pressure main insofar as possible. 3. Electrical wiring shall be in o rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for instolllng all wiring to the sub-panels, clocks, or elsewhere as required, in order to complete this installation. A disconnect switch shall be included. 4. Controller shall hove a master switch. It shall be possible to operate each valve manually, independent of clock of any other valve. F. Valve Box: 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underslde of valve box lid. G. Sprinkler Heads: 1. All sprinkler heads shall be installed as per details shown. 2. Nozzle size of oil heads shall be adjusted to suit any particular conditions of the area. This shall be done after the system hos been thoroughly tested, immediately ofter written notification by the Architect to do so. H. Quick Coupler Assembly: 1. Install all quick couplers as indicated on drawings and as directed. Set all valves plumb ond true to finish grade and a maximum of 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed. I. Ball Valves: 1. Install where shown as detailed. J. Backflow Preventer: 1. Bockflow preventer assembly shall be installed in accord with manufacturer's specifications, located and as directed on drawings, and shall conform to all applicable code and ordinance requirements. City Bockflow Specialist shall approve location ond installation (760) 431-7152. 2. Exact location and positioning shall be verified on the site by Architect. K. Pressure Regulator if needed shall be installed os per drawings and detail. Verify final location with Architect. L. Installation of Anti-Drain Valves: Anti-drain valves shall be installed in the riser assemblies of oil sprinkler heads that do not hove manufacturer installed anti-drain devices. M. Install quick couplers and remote control valves adjacent to walks and curbs in shrub planting areas. Install quick coupler valves no further thon 150 ft. apart. N. Sleeving: 1. Crossing of vehicular poth with irrigation pipe or wiring shall be avoided wherever possible. If o crossing must be mode, Schedule 80 PVC sleeves sholi be installed at a minimum depth of 30" below finish grade. 2. Irrigation lines under pedestrian paving shall be installed in Schedule 40 PVC sleeves ot a minimum depth of 18" below finished grade. 3. Sleeve sizes for irrigation lines sholl be a minimum of two (2) times the size of the line it serves. 4. Controller wires located under streets or other permanent improvements shall be installed in separate PVC sleeves and corresponding to type and depth as specified on L-1. and L-2. 3.03 CLEAN-UP: A. As project progresses, Contractor shall maintain all areas in a neat manner and remove unsightly debris as necessary. After completion of the project, Contractor shall remove all debris and containers used in accomplishing work. He shall sweep and clean all sidewalks, asphalt, and concrete areas ad jocent to plantings. *** TESHIMA OF.SIGN GROUP LANDi!lCAPB AR.CHrmCl'URE • LAND Pl.ANNING N JmNl!&SPARK AVB. SllITB C • SAN D1BJO. CA CJ.!131 J'Hlil1Di1H1131 FAX=illD!llHl2 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT L.A. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE REVISIONS MUST .BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ______ __,, S~ET I CITY OF CARLSBAD I SHflEETS I • PLANNING DEPARTMENT :===-==========:.::::==: CASSA HiCi E8SONAL OI I ICES l----+--+-----------4---4---4----1----1----11 APPROVED n,.;Q 4:t, ~* ASSiS'FANT PLANNING DIRE~ DATE BY DESCRIPTION APP'O DATE INITIAL DATE INITIAL REVISIONS OTHER APPROVAL CllY APPROVAL . DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY:__ CT 05-06 438 3L t..!:R~VW!!.!:D~B!=.!Y"-': ==I~-----~ - DATE• 519/06 • ECTION 02900 ANDSCAPING ART 1 -GENERAL . D1 GENERAL CONDlllONS A. Drawings and General Provisions of Contract, including General and Supplementary conditions and Division 1 Specification sections apply to work of this section. and must be fully considered in connection therewith. .02 SCOPE A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the drawings and as specified herein and as required to complete properly the contract. B. Related Work: 1. Irrigation (Section 02480) .03 SUBMITTALS A. See requirements in General Conditions, and Section 01340. 8. Contractor shall submit a tyPewritten list with specifications of all feasible materials, Including soil amendments, fertilizers, plant materials, etc., with quantities of each. .04 DEFINITIONS OF TERMS A. "Planting Area" shall mean all areas to be seeded, sodded, planted wlth trees, shrubs, and/or groundcovers. .05 GUARANTEES AND REPLACEMENTS A. Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to live and grow in healthy condition during the agreed upon 90 day maintenance period or until flnol occeptonce (3.20 Port B). Plant materiel wm continue to be guaranteed for one (1) year. B. Plant material smaller than 15-gallon size: Sholl be guaranteed to live and grow in vigorous healthy upright condition tor a minimum of one growing season after final acceptance of work (excluding seasonal color). C. Replacement: All plants not healthy and In vigorous growing condition as determined by the Landscape Architect shall be replaced immediately. Plants used for replacement shall be the same kind ond size os specified in the plant list. They shall be fumished, planted and fertilized as originally specified ot no costs to Owner. .06 VERIFICATION OF EXISTING CONDITIONS A. AU scaled dimensions on the drawings are approximate. Before proceeding with any work. the Contractor shall carefully check and verify all dimensions, quantities, and grade elevations, and sholl immediately Inform the Landscape Architect of any discrepancies. 8. Prior to the excavation for planting or placing of plant materials, the Contractor shall verify the location of all underground utility lines and other Improvements, and toke proper precoutions to avoid damage to such improvements. In the event of conflict between such improvements ond plant locations, the Contractor shall notify the Landscape Architect, ond arrangements will be mode for relocation os necessary. Failure to follow this procedure places upon the Contractor the responsibility for making any and oil repairs for damage resulting from work as herein specified at his own expense. .07 PROTECTION OF EXISTING IMPROVEMENTS During the construction and maintenance period, the Contractor shall take every precaution to protect and ovoid damage to sprinkler heods, irrigation lines, drainage lines, and all other underground facllitles and oil paving, structures, fixtures, and existing plantings. The Contractor shall be held responsible for any and all damage to such improvements and sholl completely repoir or replace the some at no cost to the Owner. .08 INSTRUCTIONS AND OBSERVATION A. All changes ond deviotions to the plans end specifications shall be confirmed in writing via the Londscope Architect. B. The Contractor shall be ovoilable on coll to make a joint observotion with the City Inspector and/or Landscape Architect. The Contractor shall hove sufficient work personnel avoilable during normal working hours to correct deficiencies immediotely upon request of the Landscape Architect. Such repair or re-work services ore to be performed without interference to regular project schedule. C. Plants shall be subject to oppravol by the Owner's Representative at the place of growth and/or upon delivery to the site for quality, size and voriety. Such approval shall not lmpoir the right of observation and rejection at the site during progress of work for size, condition of root ball, latent defects, or in pries. Rejected plants shall be removed immediotely from the site, unless otherwise approved by the Landscape Architect. D. Site observotions herein specified shall be mode by the Landscape Architect. The Contractor shall notify the Landscape Architect of a site observation at least 48 hours in advance of on observation. An observation will be mode by the Landscape Architect during office working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site at the time of each observotion. The Contractor will not be permitted to initiate the succeeding step of work until he has received approval to proceed by the Landscape Architect. 1. Pre-Construction Meeting: Immediately prior to the commencement of work of this section, Contractor shall receive opprovol of materfols and equipment to be used, and methods of instollation. 2. lncorporotion of soil conditioning and fertilizing into the sol!: Soil tests performed by a pre-approved soil testing the loborotory shall be submitted and paid for by the Contractor for agricultural suitability and approved by the Landscape Architect and City Inspector once rough grading hos been completed, and prior to installing ony plant material. 3. Upon the completion of finish grading and mow curbs layout in the field, but prior to mow curb installation. 4. Approval of all plant material quality. 5. Layout of plant material. 6. Pre-maintenance observation: When planting and oil other indicated or specified work, except the Mointenance Period, has been completed. Acceptance and written approvol shall establish beginning of the Mointenance Period. this is not o final observation or acceptance, and It does not relieve the Controctor from any of the responsibilities in the contract documents for this project. 7. Final site observation at the completion of the specified maintenance period. This observotion shoil establish the beginning dote for the guorontee period. E. Acceptance: Upon completion of the Final Observation and the work of this section, the Contractor will be notified in writing (1) whether the work is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity to suspend the work wholly, or in part, for such period or periods as he may deem necessary due to unsuitable weather, or such other conditions as ore considered unfavoroble for the reasonable performonce of the work, or for such time as is necessary due to the failure on the port of the Contractor to carry out orders given or to perform any or oil provisions of the contract. B. If it should become necessary to stop work for on indefinite period, the Contractor shall store oil materials in such a manner that they wfll not become on obstruction nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed. The Contractor shall cover oil open excavotions and shall provide suitable drainage by opening ditches, planting pits, etc., and erect temporary structures where necessary. C. Grading, soil preparation, and planting work shall be performed only during periods when beneficial and optimum results may be obtained. If the moisture content of the soil should reoch a level that working it would destroy the soil structure, spreading, grodlng and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFICAllONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Landscape Architect shall be furnished with duplicate signed, legible copies of certificates and/or invoices stating the brond, grade, amount and quantity of each item for oil soil, fertilizers, soil conditioners, plans and other materials. THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE OWNER. 8. The Controctor shall notify the landscape Architect in advance wherr all moterials ore to be delivered and the manner of shipment, and sholl furnish therewith an itemized list, in duplicate, of the actual quantity of moteriol in each delivery, in order to ensure satisfactory coordination of delivery, and to expedite the required inspection at the point of delivery. The itemized list, in duplicate, for each delivery of plant material shall Include invoices certlfring that subject material hos been inspected as required by the State Agricultural Code prior to occeptonce or planting. Porticulor core, using approved equipment, shall be exercised to ensure sofe loading, unloading, shipping and handling for oil plantings from source to in-place locations indicated on the drawings. 1.11 PLANT MATERIALS A. Quantities for plant materials are shown per plan for convenience only and not guaronteed. Contractor shall check and verify count and supply sufficient number to fulfill Intent of drawings. 1.12 INVOICE OF MATERIALS A. Upon delivery of materials and/or completion of all soil conditioning and groding, but prior to initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and invoices for soil preparation moteriols, shall invoice such material, comporing the total quantities of each material furnished against the total area to each operation. If the minimum rotes of appllcotlon have not been met, the Landscape Architect will require the distribution of additional quantities of these materials to fulfill the minimum requirements specified. B. After Installation of plont materials, but prior to the pre-maintenance site observation, the Londscope Architect, with the heretofore specified signed copies of the required certificates and related Items, shall invoice such material, comparing the totol area and/or the amounts specified. If the minimum amounts hove not been furnished, the Landscape Architect will require the installation of additional materials to fulfill the minimum requirements specified. C. A sample of the soil amendments shall be delivered to the landscape Architect within 15 days after recording of the contract for submittol to o testing laboratory, olong with specifications of each product. After soil amendments have been thoroughly mixed Into the site, random samples of the mixed soil will be token by the engineer and submitted to the soil laboratory for comparison to a control mix. Cost of the above testing by the soils laboratory shall be bome by the Contractor. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. It is the intent of the project that certain areas of the existing plant materials shall be retained. Prior to the removol of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remoln. 8. All existing trees which are to remain in the project shall be tagged and identified by the Contractor prior to start of work. C. Contractor shall be responsible for oil trees that are to remain in the project. Damage to a plant which results in death or permanent disfiguration sholl result in the complete removol of the plant, including roots, from the site by the Contractor. The Contractor at his own expense shall replace the plant with one of equal volue os established by the Londscape Architect or reimburse the Owner the cost of said replacement if o replacement cannot be obtained. The landscape Architect shall be \he sole judge of the condition of the plant. D. All existing trees thot ore to remain sholl be protected ot oil times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel approved by the landscape Architect. E. The Controctor shall insure thot no foreign moteriol and/or liquid, such as paint, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on any soil within the dripline (the outside edge of foliage overhand) of any tree or shrub or within 6' of the trunk of o vine. Should any such poisoning of the son occur, \he Contractor shall remove said soil as directed by the Landscape Architect and replace it with a.;ceptdble soll at no expense to the Owner. F. Excavation od jocent to existing trees and shrubs: Where it is necessary to excovote in close proximity to existing trees and shrubs, oil possible caution shoil be exercised to ovoid injury to roots and trunk. Excovotlon close to trees shall be by hand, tunneling under roots 2• ond larger in diameter. Cutting of roots 2" and larger shall be only on the approval of the Landscape Architect. Point cut roots within 24 hours of initial damage with approved pruning point. When this is not possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and first grade quolity and shall be in prime condition when installed ond occepted. All commercially processed and/or packaged materials shall be delivered to the site in the original unopened containers bearing the manufacturer's guaranteed analysis. 2.02 SOIL AMENDMENT AND FERTILIZER SI--IALL BE F"OR BIDDING PURPOSES ONl Y Specific soil test shall be conducted after grading operotion has taken place. hll wdr"I C fr n f' . fi Amendment shall upon analysis contain ot least 1. % nitrogen on a dry weight basis) with an ash content not to exceed 15%. A commercial grade product sholl be used. Contractor shall supply Landscope Architect or his appointed representative with o sample of the proposed amendment accompanied by a laboratory analysis from an approved laboratory illustrating degree of compliance. Guorantee = wt/cu/yd. = 460# -720#. Ammoniac nitrogen = 1.0%. pH (less than 6.8). Salinity (totol soluble salts = 3.0 MMHO). Density = 20# cu.ft. Properties = (gradation sieve size) -No. 6 -95% minimum passing; Na. 8-80% minimum passing; No. 35 -30% minimum passing. Wetobility -to be in complionce with standards os per American Society of Agronomy B. Agricultural Grode Gypsum -Sholl be o (Ca S04 -H20) calcium sulfate product 94.3%. 90% shall pass a 50 mesh screen. Chemical reaction will remove Sodium attached to soil partlcles. Gypsum also loosens heavy cloy soils through electro-chemical action. Control of dust during application is mandatory. Shall be U.S. GyPsum, Dolmor, Sof'N'Soil, or Bandini, if not avaUoble, shall be equal to. C. Sulfur (Soll) -Sholl be elemental sulfur (99.5%) commercloily prepared so that 46.9% passes a 50 mesh screen. Sholl be Wil-Gro, Union Chemicals or Baker Industries, if not ovoilable, sholl be equal to. D. Iron Sulfate -Iron shall be expressed as metallic -derived from sulfate -deep green (Fe S04 H20). A minimum analysis of 20.0% and 98.3% retained on a 10 mesh screen. Sholl be Wilson & Geo. Meyer, Wil-Gro, or Bandini. If not available, shall be equal to. E. Pre-plant or starter fertilizer shall be o commercial grade flowoble fertilizer wlth-1% nitrogen, 10% phosphorous pentioxide and 10% potassium sulfate. No Potassium Chloride is to be used. Organic nitrogen sholl be from Cottonseed Meal and Urea. Phosphate available from superphosphote and Cottonseed Meal. Potash from sulfate of Potash ond Cottonseed Meal. Screen analysis: % retained on stacked screen-approximately 8-mesh 24.2%; 20-mesh 75.2%; 48 -mesh 0.2%. Available percentage weight of plant food: Nitrogen Phosphoric acid Potash 1.0% min. 10.0% min. 10.0% min. Sholl be Wil-Gro, Bandini or Kellogg. If not available, shall be equal to. F. Post Plont Fertllizer (Maintenance): Fertffizer (commercial) shall be a combination of natural organic and inorgonic granulor fertilizers, free-flowing, suitable for application with approved equipment and shall contain the following minimum ovollable percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen 1.25% Water Insoluble Phosphoric acid Potash Iron Zinc Mangonese Calcium 14.0% min. 4.0% min. 8. 75% Water Soluble 7.0% min. 3.0% min. 2.0% 0.15% 0.15% 2.D% Organic Nitrogen is derived from Urea and Cottonseed Meal. Phosphate from Superphosphate and Cottonseed Meol. Potash from Sulfate of Potash and Cottonseed Meal. No Potassium Chloride is to be used. Sulfur from Sulfate of Ammonia. Calcium from Superpho$phate, Iron from Ferrous Sulfate and mixed Sulfides. Zinc and Manganese are expressed os metallic and in their elemental form. Screen onalysis: (% retained) -approximately: 4 mesh = 1.3%; 8 mesh = 24.2%; 20 mesh = 74.0%; and 48 mesh 0.05%. Sholl be Wil-Gro Fairway, Bondin!, or Kellogg. If not avoilable, shall be equal to. G. Planting tablets shall be tightly compressed chip type commercial grade planting tablets, of varying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric acid Potash Shall be Agriform or Gro-Power. If not avoilable, shall be equal to. 20.0% min. 10.0% min. 5.0% min. 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. Rote of application is for bidding purposes only. Soil test may reduce or increase total soil yardage amendment and chemical additives. Planting bockfill shall be a thoroughly blended mixture of topsoil and soil amendments ot the following mixtures: Soil Amendment1 /2 c. y . Stock Plied site soii 1 /2 c.y. Gypsum5 lbs. per /cu/yd. of mix Sulfur (soil)1 lbs. per /cu/yd. of mix Iron Sulfote1 lbs. per /cu/yd. of mix Pre-Plant (1-10-10) 3 lbs. per/cu/yd. of mix (also see 3.04 Exterior Plonter Backfill). 2.04 PLANT MATERIALS A. Nomenclature: Scientific and common names of plants herein specified shall conform with the approved names given in "a checklist of Woody Ornamental Plants of California," published by the University of Colifomia, College of Agriculture, Manual 32 (1963). See list af plant material on drawings. B. Lobeling: Each group of plant moteriols delivered on site shall be cleorly labeled as to species and variety. However, flnol determination of plant species and variety will be mode by the londacape Architect ond whose decision will be final. All patented plants (cultivor) required by the plant list shall be delivered with o proper plant potent attached. C. Quolity and Size: All plants shall be vigorous, of normal growth, free from diseases, insects, insect eggs, and/or exceed the measurements specified. D. Container Stock: Shall have grown in containers for at least six months, but not over two years. No container plants thot hove cracked or broken balls of earth when taken from the container shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted. E. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior to delivery, delivery and any alteration on the site of their shape shall be conducted only with the approval and in the presence of the Landscape Architect. F. Inspection of Plant Moterlols: Required by City, County or State authorities, sholl be o responslblllty of the Contractor, and when necessary he eholl have secured permits or certificates prior to delivery of plants at site. G. On-Site inspection of Plant Materiole: Plants shall be subject to inspection ond approval or rejection at the project site at any time before or during progress of work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately. H. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work ond replaced with acceptable plant materiols. The plant materials shall meet all applicable inspections required by low. All plants sholl be the species, variety, size, oge, flower color and condition os sp<!!Cified herein and/or as indicated on the drawings. Under no condition will there be any substitution of plant species, variety, or reduced size for those listed on the accomponying drawings, except with express written consent of the Landscape Architect. l. Right ta Changes: The Landscape Architect reserves the right to change the species, variety and/or sizes of plant material to be furnished, provided that the cost of such plant changes does not exceed the cost of plants in the original bid. The Contractor shall be notified ond confirmed in writing prior to slxty (60) days before the planting operation hos commenced. Changes in the size and/or variety of any plant to be fumished which involves a reduction or addition in cost shall be adj.Jsted in the contract cost. J. Root Condition: The Landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. K. Protection: All plants at oil times shall be hondled and stored so that they are adequately protected from drying out, from wind burn, and from all other inj.Jry. All plants determined by the Owner's representative to be wilted, bumed, or dried out, may be rejected, and removed from the site. The Contractor's on-site plont storage oreo shall be approved by the Owner's representative prior to the delivery of ony plant moteriols. L Shrub and Tree Samples: TyPical samples, three each of all vorieties and sizes (shrubs 5 gallon and under, trees 15 gallon ond under) of all plant materials shall be submitted for inspection approvol ct the site a minimum of fifteen days prior to plonting operations. Approved samples shall remain on the site ond shall be mointoined by the Contractor as standards· of comparison for pion\ materials to be furnished. Samples will be incorporated in to the work. TESHIMA DESIGN GROUP I.ANa1CAPE ..wmmcnJRB • LAND PLANNJNG 9!J(B BUIHSSPAI[ AVE. sonE C • IWJ oom, CA m. SlllJIIHIM F..WMCIHl:I APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE L.A. EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR ,, DATE DA:TE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ~ I crt·Y OF CARLSBAD 11 SHEETS I ASST. PLAN NE :G DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. PLANNING DEPARTMENT fl CASSIA PFl0I E8SIONAL . QIICE8 I APPROVED /'I' .... £_ l 4t _ £t4, i1 • 661S+Al'ff PLANNING DIRCc:r-el'r (<liil • 'Z"Y ·""'I DATE DWN BY: PROJECT NO. DRAWING NO. DATE BY 0£SCR1Pl10N APP'D DATE INffiAL DATE INmAL CHKD BY: CT 05-06 438-3L REVISIONS OTHER APPROVAL Cl1Y APPROVAL RVWD BY: DATE, 5/9/06 ... < ( ( l M. Specimen Tree Selection: 1. One sample each of each tree variety and size, os called out on drawings, 24" box ond larger shall be delivered to the project site for approval prior to lnstollation. 2. The Contractor shall immediately remove any trees not approved. 3. The Contractor at his option and at his expense, con retain the services of the Landscape Architect to review trees 24" box size or larger togged at the nursery ond/or at its place of growth. 2.05 GROUNDCOVER A. Groundcover plants shall be healthy, vigorous rooted cuttings grown in flats. 2.06 PLANTER MULCH A. Planter mulch shall be Sierra Walk-On Bork Mulch os monuf. by Sierra Forest products, phone (209) 535-1502, or approved equal. Contractor shell provide samples to owner and City Inspector for approval prior to bulk delivery to job site. 2.07 STAKING MATERIAL A. Tree guy wires shall be of pliable, zinc-coated steel minimum gouge No. 12 and anchor to oppi;_o~nat~ dead man. Wire loops at branches :3hall be _covere_d by 2-ply ,.reinJorced rubber 1/4 In diameter. Guy wires shall be flogged with 1/8-mch diameter x 4 -0 length surgical tubing. 2.8 ROOT BARRIER A. Root barrier shall be a multi-year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotextile fabric which will inhibit plant root encroachment. Active Ingredient: Trifluralin (o,o,a -Trlfluro-2,6-Dinitro -N,N -Dipropyl -P -Toluidine)17.1% Inert lngredients82.9% Shall be Bio-Barrier -No Known Equal. 2.9 PRE-EMERGENT HERBICIDE A. Pre-Emergent herbicide shall be as determined by the Controctor. 2.10 WEED CONT ACT HERBICIDE A. Weed contact herbicide shall be as determined by the Contractor. 2.11 LAWN A. All lawn areas shall be sodded with Marathon Ill Dwarf Fescue blend. PART 3 -EXECUTION 3.01 INSPECTION A. Examine proposed planting areas and conditions of installation. Do not start planting work untll unsatisfactory conditions are corrected. 3.02 PREPARATION A. General: The areas to receive trees, shrubs and groundcover plantings and their respective requirements for imported topsoil, fertilizing , soil conditioning, and other treatment shall be as defined on the drawings. Equipment necessary for preparation of the ground surface and for handling and placing all required material shall be on hand in good working condition. Work shall be performed only during periods when beneficial results con be obtained. 8. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted shall be grubbed, raked, and cleared from the site. The ground surface shall be cleared of all material which has accumulated during construction and all material which might hinder proper grading, tillage, planting and subsequent maintenance operation. All grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cost. C. Obstruction Below Ground: All subsurface rocks over 2" In diameter and other underground obstructions shall be removed to the depth necessary to permit proper fine grading. tilling, or planting according to plans and specifications. All abandoned utility lines uncovered or severed shall be cut below grade and copped or plugged with concrete. Explosives shall not be used for removal. 'M'len the location of utility lines is shown on the plans or has been mode known to the Contractor, oil damage to these lines shall be repaired by the Contractor in o manner approved by the Landscape Architect and affected utility. D. Deep Rippin~: All areas (including slopes) to receive groundcover, shrubs, and hydraseeding shall be deep ripped and loosened to o depth of twelve (12) inches in all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. Rote of application is for biddin9 purposes only. Soll test may reduce or increase total soil amendment yardage. Adjustments (plus or minus) may be necessary. Contractor shall obtain at least two soil tests of rough grade at site and submit results to the Landscape Architect for interpretation and recommendation. B. After the areas have been deep ripped, the following rates of soil amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to an overage depth of six inches by rototnling a minimum of two alternating passes. Amendment must be Intimately blended with soil. Soil amendment: 6 cubic yards per 1,000 sq. ft. to a depth of 8". Gypsum: 120 lbs. per 1,000 sq. ft. Soil Sulfur: 10 lbs. per 1,000 sq. ft. Iron Sulfate: 10 lbs. per 1,000 sq. ft. Fertilizer (commercial) 1-10-10 shall be applied at the rate of 30 pounds per thousand square feet and scarified into the top two inches of finish grade. Fertilizer shall be applied after leaching operation. C. The thoroughness and completeness of the rototilling and Incorporation of the soil amendments shall be acceptable to the Landscape Architect. Slopes 2: 1 and steeper or as per the drawings omit soil conditioner application and tilling. D. Deep Water Leaching and Soll Testing: Deep water leaching shall be competed os recommended by a certified ogronimic laboratory. The following process for deep water leoching is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1. After the tilling operation, the area shall be deep water leached three (3) times over a five (5) day period. Apply 1 /2" water at each application. Wait one (1) day between applications. 2. One day ofter final application of water, the soil shall be tested for content of soluble salts (electrical conductivity E.C.). Landscape Architect and Contractor shall take several soil samples and deliver the samples to o laboratory for testing of soluble salts. E.C. test reading shall not be above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 3. If soil test reading for a particular area tested ls above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 E. Core shall be taken that the rote of application of water does not cause erosion or sloughing of soils. F. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with amended soH and brought to finish grade. G. Apply Naiad Wetting Agent, Sarvon or equal 4 oz. per 1,000 s.f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFlLL A. Backfill for exterior planters: Shall be cs specified in Section 2.04. Prior to backfilling Planter, Contractor shall install "Monollnk Irrigation System" per manufacturer's specifications. 3.05 FINISH GRADING A. Finish grades shall be as indicated on civil pion. B. Finish grades shall be measured ofter the ground hos, been watered-In and mechanically compacted Qnd settled. The final grade shall be within plus or minus 0.1 foot of the spot elevations and grade lines indicated on the Civil drawing. C. Ease top and toe of all existing slopes. D. All undulations o~d irregularities in the planting surfaces resulting from tillage, rototilling and oil other operations shall be leveled and floated out before planting operations are initiated. E. The Contractor shall take every precaution to protect and ovoid damage to sprinkler heads Irrigation lines, and other underground utilities during his: grading and conditioning operations. ' F. Final . fli:iish grades shall insure positive drainage of the site with all surface drainage away from bu1ld1ngs, walls, over mow curbs, and toward roadways, drains and catch basins. G. Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin, · H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. I. All rock and debris shall be removed from planting areos and then from the site in accordance with the following criteria, 1• dio. in lawn areas, 2" dio. In shrub area, 2" dla. In hydroseed areas. J. Finish grade shall be 2" below finish paving surface in shrub areas. 3.06 PLANTING INSTALLATION A. Timing: Actual planting shall be performed during those periods when weather and soil conditions are suitable and in accordance with locally acceptable practice. B: Layout of Trees: All trees(24" box size and lorger)shall be placed in the landscape per the direction of the Landscape Architect prior to installation of irrigation system. The trees shall then be moved so that planting holes con be excavated and amended. The trees shall then be installed in their respective hoes and positioned in the holes per direction of the Landscape Architect. C. Layout Planting: Locations shall be approved by the Landscape Architect. All container plants shall be set by the Contractor In their finol location in their respective containers prior to digging holes and/or planting. All plant locations shall be checked for possible interference with existing underground utility lines. D. Backfill for Trees and Shrubs: Shall be as specified in section 2.03. If artificial drainage is requested, then drains shall be installed first, then backfilled with soil. E. Disposal of Excess Soil and Debris: All excess excavated subsoil, rocks ond debris shall be legally disposed of off the site by the Contractor at his cost or utilized on the site as directed by and at the option of the Landscape Architect. 3.07 PLANTING TREES, SHRUBS AND VINES A. Soll moisture level prior to planting shall be no less than horticulturolly acceptable. The Contractor sholl request opprovol of moisture, and if found to be insufficient for planting the plantin.g pits shall be filled with water and allowed to drain before starting any planting ' operations. B. All excavated holes shall have vertical sldes with rollghened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be in all coses large enough to permit handling and planting without Injury or breakage of root balls or roots. C. Excavation shall Include the stripping and stacking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stocked pending its re-use for the filling of holes, pits and beds. D. Plants shall be removed from containers in such a manner that the boll of earth surrounding the roots is not broken, and they shall be planted and watered Immediately after the removal from the containers. E. The plants shall be planted at approved locations with the heretofore specified amendments and soil planting backfill. F. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacted to a ?epth ~o that when o plant is placed. in the hole, its root crown is slightly above the established f1nol grade, and unless otherwise noted shall be raised or replaced as directed by the Landscape Architect. G. Planting tablets shall be placed in each planting hole at the following rates and per the manufacturer's recommendations.; 1 -5 gram tablet per individual liner and flat size plant. 1 -21 gram tablet per gallon container. 3 -21 gram tablets per 5 gallon container. 4 -21 gram tablet per 15 gallon container. 1 21 gram tablet per each 4 inch box size. Random testing to verlfy planting tablet installation shall be conducted by the Landscape Architect. H. No plant will be accepted If the rootball is broken or crocked, either before during or ofter the process of installation. ' ' I. Alt plants shall be thoroughly watered to the full depth of each planting hole immediately after planting. J. Guying: All trees and other plants Indicated on the plans shall be guyed as detailed. K. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. L P:uning after _p_lontlng shall be required on all trees, shrubs, and vines when necessary to provide the specIf1ed or approved standard shopes, form and/or sizes characteristic to each plant. Pruning may include thinning, topping, and/or cutting ond shall be under the direction of the Landscape Architect. Cuts over 3/4-inch in diameter shall be pointed with on approved tree sealant. M. All trees 24" box and larger shall be spotted. 3.08 PLANTING GROUNDCOVER A. Groundcovers shall be planted in the areas indicated on the plans and shall be free of surface rock over 2" in diameter ond debris. B. If the top four (4) inches of soil in the area to be planted In groundcover Is not sufficiently moist (horticulturally acceptable standards), the area shall be thoroughly irrigated and no less than twelve hours shall pass before planting. C. Groundcover plants shall be grown in fiats. Variety indicated on the plant list. Flot grown plants {rooted cuttings) shall remain in those flats untH transplanting. The flats soil shall contain sufficient moisture so that it will not foll apart when lifting the plants. Plants shall be protected ot all times to prevent drying of the root boll. D. Groundcovers shall be planted ln staggered, random rows and evenly spaced unless otherwise noted and at intervals called out in the drawings. E. The size of planting excavation for groundcover shall be at least twice the depth of th~ root ball. F. Each plant shall be planted in o manner that wlll ensure minimum disturbance of the root system, but in no case shall this depth be less than two nodes. Each groundcover plant shall be planted with one 5 gram planting tablet Incorporated into the root zone. Planting area shall be hand-smoothed ofter planting to provide on even and smooth final finished grade. To avoid drying. out gro~ndcover,. p_lont_s must be irrigated ofter planting. This may be done manually or by using \he installed 1rngat1on system. Repeated applications may be required, especially on a sloping site. This initial irrigation shall continue until o zone at least twice the depth of each hole is thoroughly moistened. 3.09 POST FERTILIZATION A. Trees -Post fertilization shall occur ot 100 day intervals ofter planting. Bore holes around dripline (various depths) and apply fertilizer at the rote of I lb. per 1" caliper in holes. Fertilizer shall be Wil-Gro14-7-3, Fairway, Bondin!, or Kellogg. If not available, shall be equal to. 8. Shrubs -Post fertilization shall occur 60 days ofter planting and apply fertilizer ot the rote of 1 teaspoon per each 1 gallon plant and 1 tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bondini, or Kellogg. If not available, shall be equal to. C. ~roundcover and lawn areas -Post fertlli~ation shall occur 60 days ofter planting and apply fertilizer ot the rat~ of 7 lb./1,000 s.f. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bondini, or Kellogg. If not available, shall be equal to. D. All planted areas shall receive Sarvon, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s.f. 45 days ofter the start of the maintenance period. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. General: Maintenance operations shall begin immediately ofter each plant is planted and shall be kept in o healthy, growing condition by watering, fertilizing, pruning, spraying, weeding and oil other necessary operations of maintenance. All areas shall be kept free of weeds and noxious grasses and clean and free of rocks, clods, and debris. All paving and walks shall be kept clear, clean and washed down. 8. Establ!shment Period: Trees, Shrubs, Vines and Ground Covers -The establishment period shall begin on the dote that the Landscape Architect inspects and gives written provisional acceptance of the work and shall be ninety {90) calendar days. The establishment period may be extended or shortened at the discretion of the Landscape Architect. C. M_ointenance Operations: Plants shall be kept in a healthy, growing condition by watering, pruning, mowing, reseedrng, rolling, resodding, trimming, edging, fertilizing, restoking, pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall be kept free of weeds, grass and other undesired vegetative growth, and lawn areas shall be kept free from all weeds. During the specified maintenance period, all plants that ore dead or severely distressed shall be replaced immediately. All seasonal color, annuals or perennials shall be maintained in a vigorous, healthy condition through the maintenance period. D. Extended Maintenance: 'Mien, in the opinion of the Landscape Architect, there is improper maintenance, poor or unhealthy condition of plant materials, the Contractor shall be responsible for additional maintenance of the work at no additional cost to the contract until oli the work is acceptable. E. Protection: The Contractor shall be responsible for providing adequate protection of all planting areas against traffic or other use by erecting fencing or other acceptable means immediately ofter the planting is completed. Warning signs and barricades shall be placed in various high- traffic areas. Damaged areas shall be repaired immediately by the Contractor. F. Weeding and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of debris and weeds. Groundcover and shrub areas shall be cultivated at intervals of not more than fourteen ( 14) days minimum. G. Replacement: During the maintenance period, plants which die or which are in on unhealthy or badly impaired condition shall be replaced by the Contractor within fourteen (14) days ofter unsatisfactory condition is evident. No replacement of plantings shall be made in any season defln_ltely u~fovorable fo; plant!ng. At the conclusion of the maintenance period, the Landscape Architect will make an inspection of the work to determine the condition of all plants. All unhealthy plants shall be removed from the site and replaced with plants of the same kinds and sizes as originally specified. Such replacement shall be mode in the same manner as specified for the original planting and at no extra cost to the Owner. H. Acceptance: At the conclusion of the maintenance period, an inspection shall be mode by the Landscape Architect, upon written notice requesting inspection before acceptance. Maintenance period shall continue until all deficiencies are corrected. • •• CITY OF CARLSBAD SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 SLOPE PLANTING E.3-1.1 SLOPE PLANTING STANDARDS Slopes requiring erosion control measures as specffied herein shall be treated with one or more of the following planting standards: a. Standard #1 -COVER CROP/REINf"O"CI:!) '::iTT•-l"W M/1':TTll'l&: Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90 % coverage within thirty (30) days. 1'.~of~n::ed ~rr1~h~ ~I be.~ l;:y~ c"ity 2-1d ~k,dttJfue.e,!q:e..l6 recommended by the manufacturer. Reiforce<l ~~ rn .. •.&hng shall!::e i,,,,,1uired whe11 ,..J..,,,J..111.-, oca.1i-e, betl'k:'eYI ~ 11i>""1d ApnL . ,-X"""'1 " ;::,, • During the remainder of the year, the cover crop and/or rei,forc.ed qi:y,MJ wii,!t11'1:b ~ J:;e ~. b. Standard #2 -GROUND COVER One hundred percent (100%) of the area shall be planted with aground cover known to have excellent soil binding characteristics (planted from e minimum size of flatted material and spaced to provide lull coverage within one year). c. Standard #3 · LOW SHRUBS Law spreading woody shrubs (planted from a miminum al 2 ¾ inch liners) shall cover a minimum of seventy percent (70 %) of the slope face (at mature size). d. Standard #4 -TREES AND/OR LARGE SHRUBS Trees and/or large shrubs shall be (planted from a minimum of one (1) gallon containers) at a minimum rate of one(1) plant per two hundred (200) square feet. E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-1.2.1 SLOPES--6:1 orsteeperand: a. 3 feet or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1 (cover crop and v-einfcrced ~Jill imtt1~) b. 4 feel to 8 feel in vertical height require Standards #1, #2 and #3. c. In excess of 8 feel in vertical height require Standards #1, #2, #3 and #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 Areas graded flatter than 6: 1 require Standard #1 {cover crop) when they have one or more of the following conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A potential erosion problem as determined by the City. c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. E.3-1.2-2.2 Areas to be hydroseeded shall first be disked or rototilled to provide a friable, loose seed bed. TFSHIMA OF.SIGN GROUP IANDSCAPB ARCHmlCI'URE • IAND PlANNJNO !l!lll1 BUSINBSSPARI AW. SODl! C • SAN DlllG(\ CA 9D m•&D l'AJ!•et11 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LA "AS-BUILT EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR " DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, I SflEET I CITY OF CARLSBAD I SH~ETS I ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATtON IN FIELD. PLANNING DEPARTMENT CASSA rna EUSIONAL a I ICEB I APPROVED 11.;,.( ... , _ ~~ ASSIO'fAl<IT PLANNING .QI ~OR J.'l!.>·'&'1-ci<.. I DATE DATE 8Y DESCRIPTION APP'D DATE INITTAL DATE DWN BY: I PROJECT NO. I DRAWING NO. INITIAL CHKD BY: REVISIONS OTHER APPROVAL CITY APPROVAL RVWD BY: CT 05-06 438-3l DATE, 519/06