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HomeMy WebLinkAboutDWG 434-3L; PIP 05-05; PALOMAR FORUM LOTS 1, 2, & 8; 01-25LAl~SCAPE PLANS PREPARED FOK: PALOMAR FORUM WEST, LOT 1, 2 AND 8 CARLSBAD, CALIFORNIA REC(GLCP HAICB NOTC51 I. ALL 1-lORK SHALL e: DON!: IN ACCOl::tDANCE v-llTH THE CAl::tl96AD MUNICIPAL I-IA~ DISTRIC.T'S "CARL96AD f:te:CLAMATION FWLES s i'U:et.lLATIONS t=OR CON5TRIJC.TION OF REGYC.LED 1-!ATER MAINS' DATED OCTOElER 1"1"13. 2. DRINKINe FOUNTAINS SHALL 6e Pl'<OTEGTED FROM SPAAY OF f:te:C.YC.LED WATER. 61:ST MANAeEMENT PRACTICES SHALL 61: USED TO MINIMIZE REC.Ye.LED WATER ENCROACHMENT ON PU6LIC !"AGILITIES \SUCH AS PICNIC TAl:ILES, eeG'S PLAYeROUNDS, SAND TOT LOTS, ETC. 3. BEST MANME:MENT PRACT!c.ES SHALL Be U5ED TO ELIMINATE OR CONTROL TO THE BeST EXTENT POSSl61.e PONDINel, RLJN-oFF, OYcRSPRAY, AND MISTIN6. 4. HOSE Bl6S ARE STRICTLY PROHl61Te0. 5. ON SITE C~-CONNl=CTIONS 6eTl'IEE:N ~YCLE:D HATER LINeS AND POTABLE HATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPIN6 MATERIALS 1'1JLL 6E ALLOl'ED 1'1JTHOUT Fl'I.IOR APPROVAL 6Y THE CARLSBAD MUNICIPAL WATEl'f. DISTRICT. 1. ALL ONSITE PIPES SHALL HAVE: HARNIN6 TAPE PeR CAFI.L$BAD 1-tJNICIPAL HATER DISTRICT'S FWI.ES AND ~LATION!:1. *&. THE IAAl6ATION SYSTEMS SHALL 6e FiJJN eETv-lEEN THE HOURS Of' 10,00 PM AND 6,00 AM THE FOLL01'1JN6 MORNIN6. SPOT IAAl6ATION COULD eE DONE: AT A DIFl"~T TIME WITH GIJALIFIED SUPERVISION PERSONNEL ON SITE. "I. PROVIDE A MINIMUM OF AT LEAST I& INCHES OF GOVER OVeR ALL HIRIN6 AND PIPIN6. AND F<E6ULATIONS. 10. NON-DESl6NATED USE AREAS SHALL BE PROTECTED FROM CONTACT HITH RECYCLED HATER, HHETHEF/1. 6Y WINDeLOYSN $PRAY OR BY DIFU:CT APPLICATION THROU6H IAAle;.ATION OR OTHER USE. LACK OF Pl'<OTECTION, HHETHER 6'r' D!:SleN, GONSTFWG,TION PRACTICE, Ol'f. SYSTEM OPEAATION IS STRICTLY PROHIBITED. 11. IAAl6ATION HEADS SHALL 6E F<ELOGATE:D OR ADJ.JSTeD TO PREVeNT OVERel"RAYINe SID6'lALKe, STl'f.EETS AND NON-Dl:Sl6NATeD USE A!i.2AS. 12. RECYCLED HATER GIJICK GOUPLIN6 VALVES SHALL 6E OF A rrF1= DESl6NED FOR THE use ON RECYCLED WATER Dl!:ITFl.16UTION S'r'STEM5 (SPIKE:S NOT INTERCHAN6EA61.E HITH POTA61.E WATER GIJICK COUPLER SPIKl:S) PER CAl'I..S6AD M./NICIPAL HATER C,ISTF/1.ICT'S RULES AND RE6UI.ATION5. 15. ME1'1=R5 SHALL BE SIZED eY THE CAl'i-SBAD MUNICIPAL HATER DISTRICT. 14. ALL IAAl6ATION PIPES SHALL eE STl:NCILE:D Y'llTH THE it'IARNINe ''NON-POTABLE" OR "RECYCLED HATER', COLOR-CODED ('P\.}FI.PI..E) AND L.AID l<-IITH HARNIN6 TAPE AND ::,TENCILIN6 ORIENTeD TOHAF/1.D THE TOP OF THE Tl'f.ENGH PER CAFI.LS5;1? 1-tJNJCIPAL HATEl'f. DISTRICT'S RUL.E:::, AND RE6ULATION5. 15. ALL POTABLE WATEF!. AND F!.ECYCLED HATE"'-PIPIN6 SHAL.L. BE INSTALLED l'IITH THE STENCILIN6 ORIENTEJ:l TOWARD THE TOP OF THe Tl'f.ENC-1-1. 16. HHEN A POTABLE WATER LINE AND RECYC.Ll:D HATER LINE C~, THE RECYCLE:D l'IATeR L.INe SHALL 6E IN:1>TALLECl 1-'ll'llilN A PROTeCTIVe ::,l.l:E:Ve. THE SLeeve SHAl.L EXTEND 10 Fel:T FROM eACH :1>1DE, FF!.OM THE CENTE!'l LINE OF l"OTABLE hATl:F!. LINE, FOR A TOTAL OF 20 FEl:T. 11. A 10 FOOT HORIZONTAL SEPARATION BETI-EEN POTAflLE HATeR AND F!.ECYC.L.ED l'IATl:F!. MAIN::, MUST EIE MAINTAINeD AT ALL TIMES. THI: POTABLE: LINE: MUST eE IN::,TALLED AeOVe THE RECYCLECl I-IA TER LINE. It>. A MINIMUM OF 1:2 INCHES OF VeRTICAL SEPARATION 61:THEEN UTILITIES MU:1>T eE MAINTAINED AT ALL TIMES. *I<!. THE REGUIF/1.ED CFl.0$-CONNeCTION SHUTDOl'IN TEST SHALL 6E C,ONE eY THE CARl.::,BACl MUNICIPAL WATER Dl::,TR.ICT AND THe SAN DIE.SO COUNTY DEPARTMl:NT OF ENVIF!.ONMENTAL HEALTH. 20.GIJICK COUPLINe VALVES USEC, IN F!.ECYCL.E:D HATeR :1>YSTEMS SHALL GONFOF!.M TO THE FOLL.OHIN6, ::,HALL HAVE: ACME THREADS (SPIKl:S NOT INTERCHAN6E:AaLE 1-'llTH POTAeL.I: WATl:R GIJICK COUPLl:R SPIKl:S) AND PUF!.PLE-COL.ORED LOCl<IN6 COVE:R.5 PEF!.MANeNTL Y ATTACHeD TO THI: VALVE:. GIUICK COUPLIN6 VALVES SHALL 6E Nl:LSON "1645, HUNTER llHVIOOA-RL-NP, OR APPF!.OVE:D EGIJAL. :21. THE FI.EGll.llRED CF!.OSS-CONNeCTION INSPECTION SHALL. BE DONE: BY l:ITHl::R THE CAFI.LS6AD MUNICIPAL HATER Dl:1>TRIC.T AND/OR COUNTY OF SAN DIEGO, Dl:PT. OF PU61.IC HEALTH. COPIES OF THE IN5PECTION F!.EPORTS HILL BE f'OFl.1'IARDED TO THE NON-INSPECTIN6 PARTY. *.22.Dl:Vl:L.OPER SHALL SHOl'I THE LOCATION OF Rl:CYC.L.ED HATE"'-Sl6NS 'DO NOT DRINK" ON THESE PLAN:;. *.25. AN ON SITE IJSeR/::,UPERVl::,OF!. SHALl. 6E C,E:1>1eNATeD IN 1'i"'-ITIN6. THIS Pei'!.::,ON :1>HALL eE FAMILIAi'!. HITH PLUMelN6 SY::,TEMS v!ITHIN THE Fl'I.OPERTY, HITH THE 6A:1>1C CONCEPT::, OF eACKFLOWCF!.OSS-coNN!:CTION PROT!:CTION, AND THE SPECIFIC F!.E:Gll./11'!.EMENTS Of' A RECYCLED WA1t:R SYSTEM. COPIES OF THE DESl6NATION, v!ITH CONTACT PHONE NUME!ERS, SHALL. 6E PROVIDED TO THE CAF!.L::,BAD MUNICIPAL HATEF!. CllSTRICT AND THE COUNTY OF SAN DIEGO, DEPT. OF ENVIRONMENTAL HEALTH. IN C.Ael: OF EMER.SENCY CONTACT, SH PROPERTIES, LLC -LARRY NEL!:ION "14"1-152-2066 OR AFTER HOIJF!.5 CONTACT, SW PROPERTIES, LLC -LARRY NELSON "14"1-152-2066 24.ALL PUBLIC AND PF!.IVATE POTABLE HATER MAIN::, SHALL BE ::,HOl'IN ON THE IMPF/1.0Vl:MENT PLANS. * ITEM NUMBER:; e,, I"!, AND 23 SHALL BE REGUIF!.ED J.JST PRIOR TO THE ACTUAL USE OF RECYCLED HATER. ITEM NlJM6ER :2:2, THE ::,l6NA61: PL.AN, SHALL BE A PART OF THIS iAAIE!ATION PLAN BUT THE ACTUAL :1>1eN:1> AND TAeS WILL eE IN::,TALL.E:D JUST Fl'I.IOR TO THE U::,E. Of' RECYCLED WATER. 25. ON F!.l:C.YCLED HATER ::,YSTEMS, ALL. APPURTENANGl:S (SPRINKLER HEADS, VALVE: BOXES, ETC.) SHALL BE COLOR-CODED (PURPLE) PER Al<-l1'iA 6UIDELINe:1> AND ::,l:CTION 404"1.54 OF THI: CALIFORNIA HEAi. TH AND SAFETY CODE. 26. A FHYSIC,AL SEPARATION SHALL 6E PROVIDED 6ETV<EE!N AClJACENT AREAS IAAl6ATED WITH SISNAe!; NQTCS, THE FOL.LOHINe el./lDELINES FOR THE 1./Se OF RECYCL.ED WATE!'l ARE TO 6E PERMANENTLY POSTED INSIC,E THE DOOi'!. OF EACH CONTROLLl:R l'IHl:l'f.E THEY ARE EASILY Vl:1>11:lLE. PLACE ON &-1/2" x II" SIZED Sl6N. COLOR, PURPLE BACKeROIJND WITH EILAGK LETTeF!.IN6. I. SUIC,E:LINES FOR ~YCLE:D HATER l/::,E, I. IAA16ATE BETV<EEN THE HOUF!.::, OF 10,00 PM AND 6,00 AM ONLY. WATEl'f.lN6 OUTSIDE OF THI::, TIME FRAME MUST 6E DONE MANUALLY HITH GIJALIFIE:D SUPEF!.VIOOF!.Y Pl:RSONNeL ON ::,ITE. NO SY:1>TEM SHALL AT ANY TIME BE LEFT UNATTeNDED DURINe USE OUT::,IDE OF THE NORMAL SCHEOOLE. :2. IAAl6ATE IN A MANNER THAT l'IILL MINIMIZE RUN OFF, POOLINe AND PONDIN6. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE OOIL. TIMERS MUST BE AClJUSTED so A::, TO 6E COMPATIBLE HITH THE LOHEST SOIL INFILTRATION RATE PF<ESENT. THIS PF!.OCEDUR.e MAY eE FACILITATED 6'r' THE EFFICIENT SCHEDULIN6 OF THI: AUTOMATIC CONTROL CLOCKS, 1.4'. EMPLOYIN6 THE F/1.1:PEAT FUNCTION TO eREAK UP THE TOTAL IAAl6ATION TIMI: INTO CYCLE::, THAT l'IILL F'ROMOTE MAXIMUM ::,OIL AaeOFl.eTION. !5. Ac,JU::,T HEADS TO ELIMINATE OVeR-sPF/1.AY ONTO AREAS NOT UNClER THE CON'TROL OF THE C.U:1>TOMER. FOR exAMPl.e, POOL. DECKS, PRIVATE PATIOS AND LOTS, AND STRl:l:TS AND SIDEHAL.KS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EGll.llPMENT AND MATERIAL FAIL.U1'e. BROKEN 51"1'1.INKLl:R HEAClS, LEAl<:1>, IJNRE:LIABL.E VALVeS, ETC.. SHOULD 6e REPAIRED AS OOON AS THEY BECOME APPARENT. . 5. EDUCATE ALL MAINTeNANGE PE:ReONNEL ON A GONTINlJOL/5 6ASI::, ON THE PF!.EeENCE OF RECYCLED HATEFt PEF/1.SONNeL MU!oT EIE INl"ORMED THAT RcCYCL.ED WATER IS MEANT FOR IF!.F!.16ATION PIJF!.POSES ONLY, AND I::, NOT APPROVeCl FOl'f. DF!.INKINe PUF!.POSE::;, HAND, TOOL 1'1ASHINe ETC. e1veN THE H15H TUR.NOVEi'!. AATE OF EMPLOYEES IN THE LAND:;cAPe INDUSTF!.'r' IT IS IMPORTANT THAT THIS INFORMATION BE Dl::,SEMINATEJ:l ON AN ALMO::,T DAILY BASIS. IT IS YOU, THE LAND!:ICAPE CONTRAGTOFI., HHO IS RESPONSIBLE FOR EDUCATIN6 EACH AND EVERY ONE OF YOUR l:MPLOYl:E:1>. 6. 06TAIN PF!.IOR APPF!.OVAL OF ALL Fl'I.OPQ:;EC, CHANeES AND MODIFICATIONS TO ANY PF!.IVATE, ON-SITE FACILITI!;::,. ::,IJCH c.HANee MUST ee SUBMITTED TO, AND APf'F!.OVeC, eY, THE Dl:1>TRICT EN61NEl:Fl.1Ne OFFICE AND C,E::,leNl:D IN AGCORClANGE HITH Dl:1>TF!.ICT STANDAF!.DS. 1. ALL RECYCLED HATER SPF!.INKLeF!. CONTROL VALVeS SHALL BE TAC76ED HITH IDENTIFICATION TA6:1>. A. T A65 SHALL flE !:!"x4' i'EATHERPF!.OOF PLASTIC., PURPLE IN COLOFI., Y'llTH THE Y'IORDS '1'iAF!.NIN6 -REGYCL.E:D HATER -DO NOT DF!.INK" ON ONE SIDE AND "AVIOO - AeUA IMPl.lAA-NO TOMAR" ON THE OTHER :1>1DE. IMPF!.INTIN6 SHALL eE PERMANeNT AND 61.Ac.K IN COLOR. USE TAe:; AS MANUFACTUF!.ED 6Y T. CHRISTY ENTERPRISES OR APPROVED EGIJAL. e. ONE TAe SHALL ee ATTACHED TO EACH VALVE: A::, FOLLOY'IS, I. ATTACH TO VALVE: ::,TeM DIRECTLY, OR. WITH Tl!: WRAP. OR ... 2. ATTACH TO OOLENOID WIRE DIRECTLY OR HITH PLASTIC Tie HAAF. OF!. ... !:!. ATTACH TO VALVE: G0\11:R WITH EXISTIN6 VALVE: COVeR 60LT. &. ALL SPF!.INKLER HEADS SHALL eE IDENTIFIE:D AS RECYCLED HATER SPF!.INKLER HEADS. 11. EACH AUTOMATIC. CONTROLLER AND IT::, ASSOCIATED EGIJIPMeNT SHALL 6E IDENTIFIED HITH A Sl6N 6EARIN6 THE ~ "F/1.ECYCL.ED WATeR USE FOR IAAleATION" IN EN6LISH AND SPANISH v!ITH EILACK LETTERS I lneh HleH ON A PUF!.PLE BACKeF!.OIJND. THE 5leN SHALL. BE PLACED 00 THAT IT CAN flE F!.EADILY ::,!;EN El'\' ANY OPERATIONS PEl'f.::,ONNeL. USIN6 THE EGIJIPMENT. INSPEGTIQN FBQCCPVBJ=$, INSPEC,TION OF THE PROJECT SHALL. Be Pel'!.FORMED BY THE LANDSCAPE Al'f.CHITECT OF THE l<-IOl'f.K, OR HIS DE:1>16NATED AeENT. REFER TO THI: SCHEClUL.E OF F/1.EOUIF!.ED INSPECTIONS AND REGUIF!.ED SUBMITTAL::,. FOLLOWIN/$ COMPLETION OF THE l<-IOl'f.K, THE LANDSCAPE ARCHITECT OF THE Y'iORK HILL CERTIFY THAT THI!: INSTALLATION HAS BEEN COMPLETED eY :1>UEIMITTIN6 THE "FINAi. LAND:;cAPE CERTIFICATION FROM" A REGUE::;T FOR FINAL. LANDSCAPE: IN&PECTION BY THE CITY MUST eE MADE EIY CALLIN/$ THE IN::,PE:CTION F<EGUE:1>T LINE. "FINAi. LANDSCAPE C,1:F/1.TIFICATION FORM' FAX TO, 160-'144-&"14!:! LAND!:ICAPE INSPECTION F!.EGIJeT PHONE: LIN::, 160-60:2-460:2 I. LANDSCAPE ARCHITECT'!:> CONSTRUCTION INSPECTION SHALL INCLUDE, A. LOCATION PIPE LINE::,. 6. TF!.ENCH DEPTH C. REGIJIF!.ED ::,EPAAATION (HOFtZONTAL AND VeRTIC.AW Cl. PIPE IClENTIFICATION e. POINTS-OF-CONNECTION (POC'•) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. 6. WARNIN6 :1>16N:1> AT THE SITE AND ON -:-He TRUCKS HAUL.IN/$ F!.ECYCL.EC, HATER (IF FU:CYCL.ED WATER 1:1> 1,151:D FOR CONSTRUCTION). AN APPROVE:D LETTEF!. Rl:0ARDIN6 THE INSPECTION OF THE PROJECT SHALL BE 06TAINED FROM THE CITY AND DISTRICT, AND eE FORl<-IARDED TO THE SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEAi.TH PF!.IOR TO FINAL INSPEc.TlON APFl'I.OVAL. II. DISTRICT FINAL. INSPECTION SHALL INCLUDE, A. GOVeF!.AcSE TeTS, AFTER COMPLETION OF THE SPRINKLEF!. ::,'\'STEM TO DETl:F!.MINE THE ADeGUAC'r' OF COVeAA6E ON THE APPF/1.0VeD USE AREA AND PROTECTION OF AREAS NOT APPROVE:D FOR FU:CEIVINe F!.ECYCLED HATER. 6. WARNIN6 ::,IC;>N::, AND l.AeELS C. GIJICK COUPLINe VALVES D. ALL ASPECTS OF THE IAAIE!ATION CONDITIONS, INCLUDIN6 l'IINDEILOl'IN SPRAY, RUNOFF AND PONDINe. E. REGUIRED PROTECTION OF ALL FI.E:1>1DENTIAL AREAS. F. REGIJIRED PROTECTION OF YELLS, STF!.EAMS-, F/1.ESl:RVOIF!.:;, ETC. 6. C~-CONNeCTION. Ill. ANNUAL INSPECTION SHALL INCLUDE, A COMPLETE INSPECTION l'IHICH :1>HALL COVeR PAAT A, PART 6, AND PAF!.T 6 OF THE Dl:1>TRICT'S FINAL INSPECTION. REVISIONS MUST EIE APPF!.OVED EIY PUBLIC HEALTH EN61NEEF!., CITY PLANNIN6 DIF!.ECTOR, AND DISTRICT EN61NEER PF/I.IOI'!. TO IMPLEMENTATION IN FIELD. QHNCB DAVIS PARTNERS, INC. 1420 &l&tol :;t,-.,&t, Slut<, 100 Nowport 6"aeh, CA '12660 Phon<,, ('l4"1) 15:2-::2066 r:>EGl,ABATIQN Oft 8sf?f'ON51fY I; CtfABSI= I HeReeY 01:C.LAl::te THAT I AM THE LANDSC,APE ARCHITEC,T OF THE Y'lORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONel6LE C.HAR5e OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6103 OF THE elJ51Nl:!:IS PROFe::,SIONS CODE AND THE DESle;.N IS CONSISTENT WITH CURR.ENT STANDAF-tDS. I UNDERSTAND THAT THE c.Hec.K OF FROJEC.T DF!.AWINGS AND !,PEC,IFIC.ATIONS SY THE CITY OF c:;.ARL.::,SAD AND THE SAN DIE60 COUNTY DEPARTMl:NT OF ENVIRONMENTAL HEAL TH IS C.ONFINED TO A REVIEY'l ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT Dl:SISN. THESE PLANS HAVE BEEN PREPARED IN SU6STANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER C.ONS!:RVATION PLAN, FIRE 5UPPRES!:IION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. RECYCLED WATER SYSTEM -FUTURE (PRIVATE) SHEET INDEX: TITLE SHEET RECYCLED WATER USE MAP IRRIGATION PLAN AND SCHEDULE IRRIGATION PLAN IRRIGATION PLAN AND LEGEND IRRIGATION PLAN IRRIGATION PLAN AND NOTES IRRIGATION PLAN AND PRESSURE CALCULATIONS IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN PLANTING PLAN PLANTING PLAN AND NOTES PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN AND LEGEND PLANTING PLAN SEE SHEET 2 FOR RECYCLED WATER USE MAP KEY MAP NOTTO SCALE PREPARED FOR: DAVIS PARTNERS, INC. 1420 Bristol Street, Siute 100 Newport Beach, CA 92660 Phone: (949) 752-2066 PREPARED BY: TESHIMA DESIGN GROLiP Cm' or OCEANstot PACIF'IC OC<AN J'ICINITY JIAP NOSC,U: = T,ffRAL PESCRIPTIQN DEVELOPER PAi.OIWf rt1lfN ~~ t.P. ,no lfllSJa sr. suJF l(JrJ NCllP(RT ~ DC 92680 l'HIH.·(Hl)-- co Lt) ~ N I ■ ■ w ■ C PLANTING DETAILS IRRIGATION SPECIFICATIONS PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 9903 Businesspark Avenue, Suite C San Diego, CA 92131 I.IJTS I, 2 MO I Of' CMlS8A/J INACT ND. ~ PAl~ ~ N 11£ CITY rY ~ CfXINTr QI-' SAN~ S,Al£ IF~ A~ TO MAP 7HER£(Jf' litl f"8JI, 111.iD IN lHE tffKE IF THC C()(JNTY HEC(l{'()fR Of SW IJIECO &a/NTY, ,IJN£ 2£ Jt»I AS fN.£ Arh 20fN-QIIJ6l4J tF tnll1Al McadlS: .&Ii CIVIL ENGINEER/LAND SURVEYOR TOTAL SITE IS 5631853 S.F. (EXCLUDING SLOPES, BUILDINGS ANO LANDSCAPE SETBACKS.) TOTAL LANDSCAPE AREA IS 1181251 S.F. 21 % OF THE TOTAL SITE IS LANDSCAPING ZONE ONE LANDSCAPE AREA 13,582 S.F . .!_% OF SITE. ZONE TWO LANDSCAPE AREA 104,669 S.F . ..J!.% OF SITE. ALL EXISTING TREES AND STREET TREES ARE PER CITY APPROVED DRAWING NUMBER 399-4L AND 399-4M. TURF REPRESENTS ...11. % OF TOTAL LANDSCAPE. EMPLOYEE EATING AREA THE EMPLOYEE EATING AREAS PROVIDE 91400 S.F, OF HARDSCAPE-LANOSCAPE AREA FOR EMPLOYEE BREAKS. THE AREA INCLUDES OUTDOOR DINING, BENCHES, SET IN A BEAUTIFUL LANDSCAPED SPACE. (MEETS THE 300 S.FIPER 5000 S.F. RATIO TO BUILDING REQUIREMENT FOR THE AREAS LOCATED BEYOND 1,000 S.F OF THE MINI PARK) . MAINTENANCE LANDSCAPE MAINTENANCE TO BE THE RESPONSIBILITY OF BUILDING OWNERSHIP. 858.693.8824 ..L-----18'------i!'-" N,T,S, 1 IN ORDER TO CONSERVE WATER ... RECYCLED WATER IN USE NO TOME EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES OE USAA SIZE lb" X le" ' .060 ASS PLASTIC,, STICK-ON VINYL OR .OB:2" ALUMINUM . REVIEWED• ~)Id,~-1'2-/4-,0G, EN!NEERING PLANCHECKER DATE 6/26/06 REVISED PER CfTV COMMENTS 21!-0,f-()I, 211-Dll-OJ ANO 221~11-fH. APJJRESS NO ADtW£3:S A VAi.All.£ A f '/HIS llll£ NO~ AVAtAae Af 1HI$ llt,1£ otwr CONStA.TNlfs. INC. 21fQ tOl<f.N A~ IIEST, SIJI/£ f()IJ """"'40,/lll/08 ~) iJJl-l7(}/) PAJ.fMMN FOIMI A.s:s'Caf ~ l,P. 1'20 IJlilS1Dl. St SWf !CO IDPORf IEA(H. a4 1216/J l'IIIN(J(m)752-2068 FECYCI fP WATER SIGN mu OAIC --6L.ACl<l.060 PUIV'LE! BAGKMOUNI:> IQ BLACK L.!!11Uk$ ---36''---1-----------~lt.. N.T,S, WARNING CYCLED WATER DO NOT DRINK SIZE, 12" X 56" .060 ASS PLASTIC, STICK-ON VINYL OR .0:32" ALUMINUM APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. REVIEWED INSPECTOR ::2" BLACK 1.E~ "AS-BUILT EXP. BY: " DATE DATE 1456 6150/01 DATE CARLSBAD MUNICIPAL \./ATER DISTRICT . I SH1ET I CITY OF CARLSBAD ~ 5 SleNAiURE OF LANDSCAPE ARCHITEGT LICeN::,i: NO. PLANNING DEPARTMENT RECYCLED WATER AND POTABLE WATER. SEPAF!.ATION SHALL BE PROVIDED 6Y CONCF!.ETE MOW STF!.IPS, CHAIN LINK FENCES OR OTHER METHOD::, APPF!.OVeD BY THE WATER C,ISTRICT 4 D.l:.H. /4/~r;~ iO-Z,.3-0(. PALOMAR FORUM •~~~~~ 99113 BOSINESSPARX. AVB. surm C • SAN DmclO, CA 91l3l 111•---- TOO JOB NO. 04--049 DA'IE ()1)-JH>S ALL IAAleATION 6ACKFLOW PRE:VeNTER:1> SHALL Be TE:1>TEC, eY A CERTIFIED TeTER AND FI.ESULTS MUST ee elVEN TO THE CITY AND THE C.AFI.LS6AD 1-tJNICIPAL WATER DISTRICT. PIPE 6ETl'IEl:N THE METER AND 6ACl<FLOYI PREVENT!:R SHALL. SE ''SCHEClUL.E K HARD COPP!:R'. APPROVeC, CONTRACT eACKFLOH TeTER:1> C.AN ee FOUND ON THE C.IT'r' V<Ee ::,ITE AT www.el.eorlel:>ad.eo.v5/pd,doc..hl:ml?p1d=!540 OR CALL "160-43.!!,-:21:2:2 SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH ~ -z...___ APPROVED BY, DATE• A /O-Jo-116 DATE INITIAL DATE• ENGINEER OF WORK REVISION DESCRIPTION LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA l AP~~~ 6 . t!LP:±t= I -1·'-1-•o"1 PLANNING ::r:: DATE !);TE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: P.I.P. 05-05 434-3L OTHER APPROVAL CITY APPROVAL RVWD BY: I. I I ! i I ' • 'DO NOT t>FllNK' SleN /15 TOTAL) (5) PROPOSED FU!G'l'CLEt> "'1ATI:R MeTia!'t AND -"'<'."--ll l!IACKFLOJ.i A~ 'I' _.i,<-..,ATIONS ·-! . -~--.,_ I -I; FU!G'l'GU:t> J,v\.11::;R MA1Nl)1H(.'H' POT Ali!!.e "'1AT!!lt MAIN / ::,ii,-..--Rl!MOTe ~ VAL.VE iF 51ZE, 18" X 18" .060 ABS PLASTIC, STICK-ON VINYL OR .052" ALUMINUM .,.,.,.,_ _____ 19• _____ _,,,_,, 1 N,T,S, 1 IN ORDER TO 0N EAVE WATER ... REdY¢LED W T1ER I USE ' vi \!l~ DONOT NO TOME ELAGUA ' a, - DRINK WASH HANDS Wf A CONTACTING LAVESE SUS MA 'Dg ESPUES DE USAA 3" DIA. METAL POST FIN.GAD. ;f ~ -.. ' / '···. '• --!;'--,_ RECLAIMED ~ATER S16N • TF.sHIMA DESIGN GROUP LANDSCAPB ARCHl1F.CTURB • LAND Pl.ANNINO 9'lCl3 BllSINl!SSPARK AYR. StJllE C • SAN 00!00, CA !tllll lll'atO---- TOO JOB NO. 04--049 N.T.5. ..... ..... NOTE: FIFU! -T ~ FU!C'I'= .,,---"'1ATelt l~EIATION MAIN PROVIDE CROSSOVER SLEEVE PER NOTE 16 Ot-1 SHEET 1, WHERE PROPOSED RECYCLED WATER IRRIGATION MAIN CROSSES ' POTABLE WATER MAIN. NOTE: THERE ARE NO FOUNTAINS, DRINKING FOUNTAINS, POOLS OR WELLS OR PLAYGROUNDS ON SITE. NOTE: THERE ARE NO GROUND LEVEL OR SIDE OF BUILDING AIR INTAKES. NOTE: THERE ARE NO EXISTING WELLS ON SITE. NOTE: ALL SCREENED FACILITIES ARE PER CIVIL DRAWINGS. TESHIMA DESIGN GROUP CANNOT VERIFY LOCATIONS. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS. NOTE: THERE SHALL BE NO DIRECT PIPE TO PIPE DRAINAGE FROM RECYCLED WATER TO STORM DRAIN. ... : ---. \ P..4(.0~ POT Al!II.J= "'1AT!!lt MAIN ' EXl5TIHe ~'!'GI.ED "'1ATER ~.SATIQN MAIN ... EXl5TIHEI fitf:MOTE"'• ..... ....,CONi"-OL VA:.ve. ••• "'··· ~ I ..... . ....... I '41/f, :,. '•' . ""•• RECYCLED WATER USE MAP CARLSBAD MUNICIPAL w'ATER DISTRICT \/ILLIAM E. PLUMMER R.C.E,# 28176 DATE• DEPUTY CITY ENGINEER EXP, 3/31/02 SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH APPROVED BY• DATE• ,.__...,.,IGK GOUPU!R SC.ALE: l"=t>0'-0" North 6/26106 REVISED PER CITY COMMENTS /1\ DATE INITIAL ==%--= ----1-------1---· POTAl!II.J= l"llEC> TO l!IIJIU:,IHe RI?(;'!'= "'1A TEii'. MAIN f)U>I-Ol'>G'1 APPROVED r'ili=, F "'"' ;Ii ;! If .r -----l ,./ I -~" '· lrt--::S EXlliTINe ~ CONTROL VAL. VE llUtJ='D· ~-r=::::,,,-ex15TIN6 FU::GYGl.l!D ""°'~ ~ IAAI.SATION MAIN \i.---L.ANC"-"API!!- \\ --l"OTAl!IU! "'1A ~ MAIN INTHE5~ '' ), •·· -'%:'<·: '<' , \\:::-:< ',, ~ , __ \ ' ·, •·:, '-, <!\('-<·-\,,:<· ,/ • ·x><-. ·. ' / ', ', ._____ PIIOPO!leD FU!G'l'GI.EP "'1A11=R ~EIATION MAIN FOR LEeEND B BACKFLOW PREVENTER --- -···-- -R\,/- * PLANTING BALL VALVE 1-1/2" WATER METER (FUTURE RECYCLED) PROPOSED RECYCLED WATER IRRIGATION MAINLINE EXISTING RECYCLED WATER IRRIGATION MAINLINE POTABLE WATER MAIN IN STREET RECYCLED WATER MAIN IN STREET "DO NOT DRINK" SIGNS AREAS OF RECYCLED WATER USE REMOTE CONTROL VALVE MASTER CONTROL VALVE FIRE HYDRANT QUICK COUPLER CONTROLLER POTABLE WATER METER AND BACKFLOW "AS-BUILT ,, AND IRRIGATION ONLY. INCLUDING PRECISE P.E, EXP. DATE LOCATION OF PLANTING ' AREAS. REVIEWED BY: INSPECTOR DATE I SH2ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 5 PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA IAP~Ef ~-~~ I I ·'-l"..:::>"1 DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ENGINEE~ OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 05-05 434-3L IRRIGATION SCHEDULE Disconnect and cap existing mainline serving landscape setbacks and slopes from existing mainline serving the right-of-way and association maintained areas. Both [iJ mainlines were installed per City of Carlsbad approved drawing number 399-4L. Disconnect and cap at this approximate location. Verify in fie ld prior to commencement of work. Connect existing mainline serving landscape setbacks and slopes to new mainline as indicated below in item number 10. @] Locate mainline in planter areas 18" from the back of park,ng lot curb (typ.) @] Wire Sleeve (typ). @] Locate all laterals in planter areas. @] Ail spray heads and rotors located within 24" car overhang sha!I be 6" Pop-up bodies. Add new spray heads as shown to accommodate new lawn header layout. @] Connect new spray heads to existing turf va!ve installed per City of Carlsbad approved drawing number 399-4L. Relocated or adjust existing turf spray heads to achieve 100%, head to head coverage Al l spray heads located In 5 feet wide planters shall be installed with 8' radius Rain CT] Bird Nozzles and equipped with PCS screens as follows: Quarter pattern nozzles shall be equipped with PCS-01 o and half pattern nozzles shall be equipped with i PCS-020. Existing turf irrigation installed per City of Carlsbad approved drawing 399-4L. [fil Protect in Place. Adjust head layout and add new spray heads at the signage monument as notes above in item number 6. Existing mainline serving slopes and landscape setbacks installed per City of Carlsbad approved drawing number 399-4L. Mainline to remain. Protect in Place. ~ Location shown is approximate. Contractor to verify in field. Contractor shall test existing mainline for leaks and repair if necessary. Contractor shall repair or relocate mainline affected by new construction. [ill Connect existing mainline serving landscape setbacks and slopes to new mainline at this approximate location. Existing slope and 50' Landscape Setback irrigation per City of Carlsbad approved drawing number 399-4L Existing irrigation to remain. Contractor shall relocate, add or adjust ail sprayheads and rotors effected by new construction. All spray heads and rotors shal l provide 100%, head to head coverage to all planters and slopes. [iJ] Contractor shall adjust spray heads and rotors to keep spray off buildings, walls, walks and any hardscape. This includes, but is not limited to, adjustment of diffuser pin or adjustment screw, replacement of pressure compensating screen, rep lacement of nozzles with more appropriate radius units and the replacement of nozzles with adjustable arc units. Contractor shall also relocate and add spray heads or rotors to meet requirements listed above. Existing right-of-way irrigation installed per City of Carlsbad approved drawing ~ number 399-4M to remain. Protect in Place. Adjust or repair any irrigation equipmem effected by new construction. [i]] Existing turf irrigation installed per City of Carlsbad approved drawing 399-4M. Protect in Place. Adjust head layout or add new spray heads effected by new construction. Existing remote control valve installed per City of Carlsbad approved drawing number 399-4L Valve to remain. Protect in Place. Location shown is approximate. [i] Contractor to verify location in field prior to commencement of work. Contractor shall test existing va!ve and repair or replace if necessary. Contractor shall connect existing valve to new controller. Existing remote control valve installed per City of Carlsbad approved drawing number 399-4L. Valve to be reused. Location shown is approximate. Contractor to verify location in field prior to commencement of work. Contractor shall test existing [i__5] valve and repair or replace if necessary. All valves with flow of less then 25 GPM shall be 1" in size and all valves with flow of more then 25 GPM shall be 1-1/2" in size. Contractor shall upsize or downsize valves accordingly to meet requirements listed above. Contractor shall connect existing valve to new controller. Cut and cap existing mainline serving slopes at this approximate location. Verify in field. Existing mainline was installed per City of Carlsbad approved drawing number [i] 399-4L. Connect existing mainline serving slopes to new mainline as indicated above in item number 10. Existing mainline to the east of the property line to be capped. Existing remote control valve for right-of-way and association maintained areas installed per City of Carlsbad approved drawing number 399~4L. Location shown is [IT] approximate. Contractor to verify location in field prior to commencement of work. Valve to remain. Protect in Place. Valves shall remain connected to existing controller. Existing 2" recycled mainline serving the right-of-way and association maintained areas installed per City of Carlsbad approved drawing number 399-4L. Mainline to [i] remain. Protect in Place. Location shown is approximate. Contractor to verify in field. Contractor shall test existing mainline for leaks and repair if necessary. Contractor shall repair or relocate mainline effected bv new construction. Existing row of spray heads installed at the back of existing lawn header per City of Carlsbad approved drawing number 399-4L. Spray heads to remain. Protect in [ill Place Adjust or relocate spray heads effected by new construction. Existing spray heads shall be equipped with appropriate nozzle and spaced to achieve 100%, head to head coverage compatible with new spray head layout as shown. Existing rotors. Location shown is approximate. Contractor to verify in field. ~ Contractor shall verify that rotors are installed with appropriate nozzle and spacing to achieve 100%, head to head coverage. Also, see not 11 above. Existing remote control valve irrigating the signage monument Valve to remain. Protect in Place. Location shown is approximate. Contractor to verify location in field ~ prior to commencement of work. Contractor shall test existing valve and repair or replace if necessary. Contractor shall connect existing valve to new controlier. Contractor shall install new irrigation around the base of the signage monument ff it ~ was not installed prior per City of Carlsbad approved drawing number 399-4M. Contractor shall provide new remote control valve to irrigate this area. ~ Connect new valve to existing manifold. ~ All the existing irrigation destroyed during construction shall be repaired or replaced. All side strips and end strips located in area between the retaining walls and 3 feet wide ~ planters shall be installed with Rain Bird Side Strip and End Strip Nozzles and equipped with PCS screens as follows: End Strip pattern nozzles shall be equipped with PCS-030 and Side Strip pattern nozzles shall be equipped with PCS-060. • TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTURE · 1AND PIANNING 9903 BUSINESSPARK A VR SUITE C · SAN DIEGO, CA 92131 PH' (&S8) 693-8824 FAX' (858) 693-11&2 TOO JOB NO. 04-()49 DATE= 09-30-05 \ \ \ NOTE: \ \ \ \ \ \ \ \ \ \ \ K 1. DUE TO THE SCALE OF THE DRAWINGS IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, THOSE SHOWN ARE CONSIDERED TO BE THE MOST PROMINENT FEATURES WITHIN A REASONABLE DISTANCE. FOR CLARITY, SZE OF HARD GOODS SUCH AS VALVES, CONTROLLERS, ETC. HAVE BEEN INCREASED , DIMENSIONS GIVEN ARE TO THE CLOSEST HALF FOOT MARK AND ARE MEASURED IN STRAIGHT LINE DIRECTIONS , I.E. VALVE TO VALVE OR CURB TO VALVE. 2. THESE AS BUil T DRAWINGS ARE BASED ON AS BUILT DRAWINGS PROVIDED BY DOOSE LANDSCAPE INC. WORK INSTALLED BY: IRRIGATION: E. WATERMAN PROJECT CONTRACT No. 2831-09 NOTE: Installation of irrigation as shown on the approved plans shall commence within 10 days of the time when each slope is brought to grade as shown on the approved grading plans. NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 0 days of the time when each slope is brought to grade as shown on the approved grading plans. NOTE: Sleeves on Recycled Water Mainline must extend Min. 10 feet each side of Potable Main per Note #1__§ on Sheet 1_. (Typical for all Crossings) MELROSE LEGEND P.o,c Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Pull Box Remote Control Valve Existing Remote Control Valve Quick Coupler Valve Master Control Valve Pressure Reducing Valve Controller KEYM SEE SHEET 5 FOR IRRIGATION LEGEND --Recycled Main Line '---------------,,.-,-..,,,----•------~ SEE SHEET 11, 12 AND 13 FOR IRRIGATION DETAILS SEE SHEET 7 FOR IRRIGATION NOTES SEE SHEET 23 FOR IRRIGATION SPECIFICATIONS Nor t h u 0 5' 20' 40' SCALE , 1"=20 '-0" DRIVE ---MIi-- 013008 Nort,h APPROVED FOR PLANTI NG "A~IJJ LT " AP NOTTO SCALE .A NO IRRIGATION ONLY. ~'5. ._ * INC LUD ING PREC ISE PE EXP~ :fJ Qo DA E LOCATION OF PLANTING AREAS. REVIEWED Y· /1,.,, -r}_,, &, ~..o-ft rl-'2--1.,., 7 IN SPECT0 DATE 6/26/06 REVISED PER CITY COMMENTS 2/21/07 7it I SH3 ET I CITY OF CAR LSB AD SHEETS CONSTRUCTION CHANGE REVISE NORTH RET. WALL ANO BUILDING A ENTRY 25 PLANN ING DEPARTMENT PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA I AP ~~ C:r-~~* I (Z, 2.\-c,1 DATE PLANNING /1\ OWN BY PROJECT NO. DRAWING NO. DATE INl'TIAL DATE INITIAL 0.ll.TE INITIAL CHKD BY, ENG INEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 05-05 4 3 4 -3L I I "'tJ )> ' 0 s: )> lJ )> -lJ -0 0 ~ l:J 0 )> C ' ! / '(E) KEY MAP ~ii IBSHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE · LAND PIANNJNG 9903 BUSINESSPARK AVE. SUITE C • SAN DIEGO, CA 92131 PH• (BS!) 693-11!24 FAX• (BS!) 693-1182 TOO JOB NO. 04--049 DATE: 09-30-05 ~ ~ ~ North NOTTO SCALE LEGEND 9 P.o.c Point of Connection 01/ater Meter) ~ Reduced Pressure Backflow Preventer s Pull Box ~ Remote Control Valve EB Existing Remote Control Valve • Quick Coupler Valve e Master Control Valve ® Pressure Reducing Valve = ~[ID Controller --Recycled Main Line SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEET 3 FOR IRRIGATION SCHEDULE ABBREVIATIONS AND SYMBOlS: " ............................................... ANGLE POINT ......::,: ............................................... ALIGN BC ................................................... Back of Curb EW ................................................... End of Walk BW ................................................... Back of Walk CL ................................................... Center Line Dia .................................................. Diameter _ ............................................... Direction of Dimension E ................................................... Electrical EQ .................................................. Equal Distance EW .................................................. End of Wall FB ................................................... Face of Building FC ................................................... Face of Curb FL ................................................... Fenca Line FW .................................................. Faca of Wall GV ...................................... , ........... Gate Valve HH .................................................. Hand Hole NE .................................................. North East NW ................................................. North West PB .................................................. Pull Box PCR ............................................... Point of Curb Return PL .................................................. Property Line PR .. .. ... . ... . . . ... ..... . . .. .. ... . ... ... ... . ....... Point of Reference POC ............................................... Point of Connection acv ................................................ Quick Coupling Valve R .................................................... Radius RCV ............................................... Remote Control Valve L ·· ........................................... Reference point SE .,~:., ........................................... South East SW ................................................ South West SEE SHEET 11, 12 AND 13 FOR IRRIGATION DETAILS SEE SHEET 7 FOR IRRIGATION NOTES SEE SHEET 23 FOR IRRIGATION SPECIFICATICDNS I • MATCHLINE -SEE SHEET 8 NOTE: 1. DUE TO THE SCALE OF THE DRAWINGS IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, THOSE SHOWN ARE CONSIDERED TO BE THE MOST PROMINENT FEATURES WITHIN A REASONABLE DISTANCE. FOR CLARITY, SZE OF HARD GOODS SUCH AS VALVES, CONTROLLERS, ETC. HAVE BEEN INCREASED, DIMENSIONS GIVEN ARE MEASURED IN STRAIGHT LINE ARE TO THE CLOSEST HALF FOOT MARK AND DIRECTIONS, I.E. VALVE TO VALVE OR CURB TO 2. THESE AS BUILT DRAWINGS ARE BASED ON AS BY DOOSE LANDSCAPE INC. WORK INSTALLED BY: IRRIGATION: E. WATERMAN PROJECT CONTRACT No. 2831-09 VALVE. BUILT DRAWINGS PROVIDED 6/26/06 REVISED PER CITY COMMENTS APPROVED FOR NOTE: Installation of irrigation as shown on the approved plans shall commence within 10 days of the time when each slope is brought to grade as shown on the approved grading plans. NOTE: Sleeves on Recycled Water Mainline must extend Min. ·1 0 feet each side of Potable Main per Note #16 on Sheet 1. (Typical for all -- Crossings) I \ \\ I ION AND PLAN~G SHAL~EXTEND TO ME \ EXISTIN,G SLOPE LANDS~PING. CONTRACtOR \ SHALL Mlfl,KE All NECESS~~y \ ADJUSTMJ=NTS IN NEW AND\ EXISTING i~RIGATION AND \ \ AREAS ARE OVERED. \ PLANTING \INSURE All \\ ' \ \ PLANTING \ \ \ \ \ \ \ \\ \ \ \0 \ • AND IRR IGATION ONLY . / "At~_UILT " ,@106. ~ l~V3Lo7 INCL UDING PRECISE PE EXP')3'od) 0oiTE LOCATION OF PLANT ING I ' ,/\REAS. REVIEW' BC ;ft /'l-.,, Gr-~Lo /'Z. -'2.\· O') INSPECTOR DATE CONSTRUCTION CHANGE. REVISE NORTH RET. WALL AND BUILDING A ENTRY. I SH4ET I CITY OF CARLSBAD ~ 5 PLANNING DEPARTMENT PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA North w 0 5 ' ::20' 40' AP·~°-'1') &-~A /Z•'Z-l•e>"l PLANNING DATE /1\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: P.I.P. 05-05 434~3L 013008 ~ '- • r -- IRRIGATION LEGEND SYMBOL DESCRIPTION MANUF MODEL PSI RADIUS 15, 12, 10/8 Shrub Spray/Pop-up Rain Bird 1812-SAM-NP A .fl. ffi Nozzle -Full 15, 12, 10, 8 30 15, 12, 10, 8 NOT SHOWN Nozzle -Adjustable 15, 12, 10, 8VAN 30 15, 12, 10, 8 6 I(_ L Nozzle -Half 15, 12, 10, 8H 30 15, 12, 10, 8 td'-1¢ Jc Nozzle -One Third 15, 12, 10, BT 30 15, 12, 10, 8 ts 4: IL Nozzle -Quarter 15, 12, 10, 80 30 15, 12, 10, 8 ll-Nozzle -End Strip 15EST 30 4 X 15 liiiil Nozzle -Side Strip 15CST 30 4x30 Shrub Stream/Bubbler Rain Bird 1806-SAM-NP/PAS0 • Flood Bubbler 1401 30 ~ Half Circle 5H-B PCS-060 30 2' -e Center Strip 5CST-B PCS-030 30 3' 15, 12, 10/8 Turf Pop-up Rain Bird 1806-SAM-NP ·® 0 Nozzle -Full 15, 12, 10, 8 30 15, 12, 10, 8 NOT SHOWN Nozzle -Adjustable 15, 12, 10, 8VAN 30 15, 12, 10, 8 n e 0 Nozzle -Half 15, 12, 10, 8H 30 15, 12, 10, 8 0&'0 Nozzle -One Th ird 15, 12, 1 0, ST 30 15, 12, 10, 8 cf cf cf Nozzle -Quarter 15, 12, 10, SQ 30 15, 12, 10, 8 Rotor Hunter G) Nozzle -Quarter PGP/P GH/PGS-ARV-1.0 30 25' @ Nozzle -Half PGP/PGH/PHS-ARV-3.0 30 25' ® Nozzle -Full PGP/PGH/PGS-3RV-6.0 30 25' @) Nozzle -Quarter PGJ -00/12-R-V-.75 40 16' ® Nozzle -Half PGJ-00/12-R-V-1.5 40 22' (J) Nozzle -Full PGJ-00/1 2-R-V-1.5 40 22' ® Nozzle -Hail PGJ-00/12-R-V-.75 40 16' ® Existing Rotor . EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUF MODEL [M] Recycled Water Meter Point of Connection ~ Reduced Pressure Febco 825Y Backflow Preventer ~ Remote Control Valve Rain Bird PESB-R Series ~ Existing Remote Control Valve To Be Reused EB Existing Remote Control Valve (§ Master Control Valve Rain Bird PESB-R Series ® Pressure Reducing Valve Wilki ns 500 Series e] Controller Hunter ICC-4800SS e] Controller Hunter ICC-4800SS §] Controller Hunter ICC-3600SS I • Quick Coupler Nelson 7645 ...... Ball Valve KBI WLT-0000-T • TESHIMA DESIGN GROUP IANDSCAPE ARCIIITECTIJRE · lAND PIANNING 9903 BIJSINESSPARK A VE. SUITE C • SAN DIEGO, CA 92131 PH= ~ 693-!1824 FAX= (8.58) 693-1182 TOG JOB NO. 04-()49 DATE: 09-30-05 SIZE 1-1 /2" 2" Size Per Plan 1-1 /2" 2-1 /2" 48-Stations 48-Stations 36-Stations 11r Line Size - ).,,..,_ "" GPM NOTES ' ~ Body Style 3,7, 2,6, 1,6, 1,6 Install PCS screens as required to reduce radius. Install on riser (See Riser Detail L) except as follows: 2.0, 1.3, 0.8, 0.8 Install 12" pop-up bodies when 1.2, 1 .0, 0.5, 0.5 heads are within 1 O feet of walks 1.0, 0.7, 0.4, 0.4 and curbs and along turf areas and when located within the City 0.6 right-of~way, or any other area 1.2 where pedestrian traffic might occur. Use bottom inlet only. See Pop-up Detail C. Body Style 0.25 Install PCS screens where 0.6 required to reduce radius. 0.3 Install all shrub/stream bubblers on 1806-SAM pop-up bodies with PA-80 adapter. See Pop-up Detail C. Body Style 3.7, 2.6, 1.6, 1.6 See Pop-up Detail C. Install PCS screens as required to 2.0, 1.3, 0.8, 0.8 reduce radius. 1.2, 1.0, 0.5, 0.5 1.0, 0.7, 0.4, 0.4 Body Style 0.5 All heads shall be on risers (See 0.9 Rotor on Riser Detail 0) except as 2.0 follows: Install 12" pop-up bodies when heads are within ten feet (1 O') 0.75 of walks and curbs, along edge of 1.5 turf areas and when located within the City right-of-way, or any other 1.5 area where pedestrian traffic might 0.75 occur. See Pop-up Rotor Detail N. NOTES Approx. where shown, field verify. See Detai I W-20. Install in valve box with purple lid per detail B. See Irrigation Schedule . See Irrigation Schedule Install in valve box with purple lid per detail B. Install at point of connection as shown on plan. Install in (8") round valve box with purple lid and (3") washed gravel at bottom. See Ball Valve Detail A (Similar). Ex1erior wall mount controller. Install with Strong Box stainless steel enclosure, SB-18SSW. Install with WCS Rain Guard Sensor. Final location of controller shall be selected by Owner. Install p·er manufacturer's specifications. See Detail I. Exterior wall mount controller. Install with Strong ~ !Jj I !JI ~-...... ~:<;._ CJ ... .• - ' • =, • 2-~'/· •1 , 'KI ,-.....:. ' -.-. l . •~ ' , , IA . , , , NOT Rain Sensor wcs SHOWN ; I ffil Electrical Connection NOT Check Valve KBI SHOWN I ' Pressurized Purple Mainline PVC I -Non-pressurized Purple Lateral PVC Sleeve -PVC Purple Color for Sch.40 Gray Color for Sch. 80 ;::. Controller Station . e Maximum GPM ~, -~ , Valve Size Mount in the areas that will be exposed to Rain Guard unobstracted rainfall, but not in the path of sprinkler spray. Mount per manufactuer's specifications in location selected by Owner. See Detail M. Plug or hard wire controller onto GFI 120 Volt electrical outlet. Location to be determined by Owner. KC-Series Install where required to prevent low head drainage. Sch.40 1-1/2" or less Cl. 315 Size Per Plan Install with 18" cover. See Trenching Detail F. 211 or more Class 200 Size Per Plan Install with 12" cover. See Trenching Detail F. Sl eeve under improvements: Under Vehicle Paving install mainline, wiring and laterals in separate PVC Sch. 80 sleeves with 36" cover. See Notes · Size Per Plan Under Pedestrian Paving install mainline, wiring and laterals in separate PVC Sch. 40 sleeves with 1811 cover. All sleeves shall be 2-1/2" times line size. See Sleeve Detail G. ~ North Point of Connection 1-1/2" Recycled Water Irrigation Meter HGL Meter Elevation Static Pressure Peak Flow Controller Type 660 427 101 psi 53gpm Hunter Controller ICC-4800SS Stations Available 48 Stations Used Backflow Device 47 211 Febco 825Y installed BO mesh Y-strainer Sleeves on Recycled Water Mainline must ex1end Min. 10 feet each side of Potable Main per Note#~ on Sheet 1_. (Typical for all Crossings) NOTE: Installation of irrigation as shown on the approved plans shall commence within 10 days \ of the time when each slope is brought to grade Box stainl ess steel enclosure, SB-18SSW. Install NOTE: ALL SPRAY HEADS ARE TO BE EQUIPPED WITH BUILT-IN CHECK VALVES. ALL SPRAY HEADS TO BE EQUIPPED WITH A PRESSURE COMPENSATING DEVICE. ALL HEADS ARE TO BE ADJUSTED TO PROVIDE BEST COVERAGE TO THE KEY MAP NOTTO SCALE ~;;:;:::============J_~;;,,s shown on the approved grading plans. with WCS Rain Guard Sensor. Final location of LANDSCAPED AREA WITHOUT OVER SPRAY ONTO BUILDINGS WALLS WALKWAYS AND PAVING ' ' controller shall be selected by Owner. Install per manufacturer's specifications. See Detail I. LEGEND Ex1erior wall mount controller. Install with Strong Box stainless steel enclosure, SB-18SSW. Install with WCS Rain Guard Sensor. Final location of controller shall be selected by Owner. Install per manufacturer's specifications. See Detail I. Install in 1 0" Round Valve Box with purple lid per 9 P.o.c Point of Connection (Water Meter) ~ Reduced Pressure Backflow Preventer 8 Pull Box s Remote Control Valve EB Existing Remote Control Valve • Quick Coupler Valve detail J. Brand lid with letters "QC". Install in 10" round valve box with purple lid per detail A. e Master Control Valve ® Pressure Reducing Valve IAIBI Controller .. --Recycled Main Line ION SEE SHEET 3 FOR IRRIGAT SEE SHEET 11, 12 AND 13 F SEE SHEET 7 FOR IRRIGAT SEE SHEET 23 FOR IRRIGA SCHEDULE OR IRRIGATION DETAILS ION NOTES TION SPECIFICATIONS ABBREVIATIONS AN!;! §YM!!Q!,§: PB .................................................. l'UII cux " ............................................... ANGLE POINT PCR ............................................... Point of Curb Return -a:. ............................................... ALIGN PL .................................................. Property Line BC ................................................... Back of Curb PR ................................................. Point of Reference f>N ................................................... End of Walk POC ............................................... Point of Connection BW ................................................... Back of Walk QCV ............................................... Quick Coupling Vawe CL ................................................... Center Line R .................................................... Radius Dia .................................................. Diameter RCV ............................................... Remote Control Valve _ ............................................... Direction of Dimension L ........................................... Reference point E •••••••••••••••••••••• •••••••••••••••••••••n••••• Electncal SE ................................................. South East EQ .................................................. Equal Distance r;w .................................................. End of Wall SW ................................................ South West FB ................................................... Face of Building ' 6/26/06 FC ................................................... Face of Curb 2/21 /07 /A\ FL ................................................... Feoce Line FW .................................................. Face of Wall GV .................................................. GaleV8N8 HH .................................................. Hand Hole NE .................................................. North Eaet NW ................................................. North West ~ [tDTo u I I 0 5 • 20· 40• DATE INITIAL North SC.ALE l"=.20'-0" ENGINEER OF WORK ihlrLT " ~ APPROVED FOR PLANT ING ~ AND IRRIGATION ONLY . t/5, ,! INCLUDING PRECISE -P.E. EXP , LOCATION OF PLANTING ' I REVIEWED rY: .l'\REAS. t:ii--o-fi= !?...-'Z.-\-Q/ tL£_. C:c- INSPECTOR DATE REVISED PER CITY COMMENTS I SH5ET I CITY OF CARLSBAD [E CONSTRUCTION CHANGE. REVISE NORTH RET. WALLAND BUILDING A ENTRY. PLANNING DEPARTMENT 5 PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA IAP~~ I ~..at\:: {Z-'ZI ..0-7 : PLANNING -L:r-DATE /1\ OWN BY: PROJECT NO. DRAWING NO DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 05-05 434-3L • Oi3008 "' POINT OF CONNECTION 'B' INFORMATION I Point of Connection 1-1 /2" Recycled Water Irrigation Meter HGL 660 Meter Elevation 427 Static Pressure 101 psi Peak Flow 56 gpm Controller Type Hunter Control ler I ICC-4800SS I Stations Available 48 Stations Used 47 Backflow Device 2" Febco 825Y installed 80 mesh Y-strainer POINT OF CONNECTION 'C' INFORMATION Point of Connection 1-1 /2" Recycled Water Irrigation Meter HGL 660 Meter Elevation 427 Static Pressure 1 01 psi Peak Flow 57 gpm Controller Type Hunter Controller ICC-3600SS Stations Available 36 Stations Used 33 Backflow Device 2" Febco 825Y install ed 80 mesh Y-strainer • , ~ fl: • • }J;; 1/'J ~ ii KEY MAP • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE • lAND PIANNlNG 9903 BUSINFS'lPARK AVE. SUITE C • SAN DIEGO, CA 92131 PH' (858) 693-8824 FAX= (858) 691-1182 TDG JOB NO. 04--049 DATE= 09-30-05 i ' ,---·-- <, D ~~-\~fl-~ (37· \;;; -\ ,--~ , '617'\ 32 \jj_/ NOTE: 1. DUE TO THE SCAL FT E DRAWINGS IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS , TH E SHOWN ARE CONSIDERED TO BE THE MOST PROMINENT FEATURES WITHI R SONABLE DISTANCE. FOR CLARITY, SZE OF HARD GOODS SUCH AS VALVES,EC)N'l:R0~RS, ETC. HAVE BEEN INCREASED , DIMENSIONS GIVEN ARE TO THE CLOSEST ,F FOO~ ARE MEASURED IN STRAIGHT LINE DIRECTIONS, I.E. VALVE TOVAtV£6R CUl'll VALVE. 2. THESE AS BUil T DRAWINGS ARE BASED ON AS BUILT BY DOOSE LANDSCAPE INC. WORK INSTALLED BY: IRRIGATION: E. WATERMAN PROJECT CONTRACT No. 2831-09 BUILDING 'H' NOTE: GS PROVIDED I I @ . . Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. NOTE: Sleeves on Recycled Water Mainline must extend Min. 1 O feet each side of Potab le Main per Note #16 on Sheet _1_. (Typical for all Crossings) North NOTTO SCALE I SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEET 3 FOR IRRIGATION SCHEDULE SEE SHEET 11, 12 AND 13 FOR IRRIGATION DETAILS SEE SHEET 7 FOR IRRIGATION NOTES SEE SHEET 13 FOR IRRIGATION SPECIFICATIONS u 0 ;;· 20· 40• North SC.ALE: l"=:20 '-0" ._ -r --------------• • ABBREVIATIONS AND SYMBOLS: " ............................................... ANGLE POINT ~ ............................................... ALIGN BC ................................................... Back of Curp EW ................................................... End of Walk BW ................................................... Back of Walk CL ................................................... Center Line Dia .................................................. Diameter D. . of D. . _ .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. 1rect1on 1mens1on E ................................................... Electrical EQ .................................................. Equal Distance EW .................................................. End of Wall FB ................................................... Face of Building FC ................................................... Face of Cul'P FL ................................................... Fence Line FW .................................................. Face of Wall GV .................................................. Gate Valve HH .................................................. Hand Hole NE .................................................. North East NW ................................................. North West PB .................................................. Pull Box PCR ............................................... Point of Curb Return PL .................................................. Property Line PR .. .. .. .. .. .. .. .. .. .. .. . .. .. . .. .. .. .. .. .. .. .. .. ... Point of Reference POC ............................................... Point of Connection QCV ............................................... Quick Coupling Valve R .................................................... Radius RCV ............................................... Remote Control Valve L ........................................... Reference point SE ................................................. South East SW ................................................ South West LEGEND P.o.c Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Pull Box Remote Control Valve Existing Remote Control Valve Quick Coupler Valve Master Control Valve Pressure Reducing Valve Controller Recycled Main Line ('Z.-~-4>1 DATE 6/26/06 REVISED PER CITY COMMENTS r2/_21-'-/0_7-+-'/"'A\"--t-c_oN_ST_Ru_c_T10_N_CH_ANc_:G.:::.E·.c.".:..V::.:ISE::.:N.:..OR_;:_TH=-R::.:ET=-. W:c:A'::.:'AN.:::::.:DB=U':::::'D::::ING::_:A.:._:E:::_:NT:::_:RY-1---l----l----1---I SH6EET I CITY OF CARLS BAD I SH2E5ETS I :==='-'====P:::L::::AN:::N:::l::::NG=:::::D::::E:::P::::A:::RT:::M::E:::N::::T==='-.::=:== PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA i----t----t--------+---l--+-----1---1 APFk£ ( C:r:-E:.f{....,iJ:: rz.-"~ I r--t---+r:----------------11----1----+---+---LP~LA~N:::;N;;:IN:::G===;-;:::=========;-;:::==:::D=:A:::T::::E= I 1 \ r DWN BY: ~--PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK REV ISIO N DESCRIPTIO N DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: __ _ RVWD BY: P.I.P. 05-05 434 -3L 11 013008 IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTUAL PLANS AND AS-BUILT DRAWINGS BEFORE BEGINNING WORK. 4. CONTRACTOR SHALL COORDINATE ALL IRRIGATION LINES AND CONTROLLER WIRES WITH PROPOSED LOCATIONS OF PLANT MATERIAL AND ROOT BARRIERS PRIOR TO INSTALLATION. ALL IRRIGATION SLEEVES SHALL BE COORDINATED AND INSTALLED PRIOR TO INSTALLATION OF ANY PAVING, WALL FOOTINGS/ FOUNDATIONS, CURBS AND ETC. 5. STATIC PRESSURE IS: 101 P.S.I DATE PRESSURE GIVEN: 5-6-06 VERIFIED BY: DAVID · CMWD 6. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS AS NECESSARY. 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 8. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH CITY OF CARLSBAD, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. CONTRACTOR SHALL PROVIDE (2) ADDITIONAL CONTROL WIRES TO EVERY VALVE MANIFOLD. ALL ADDITIONAL WIRE SHALL BE BUNDLED, TAPED, AND PLACED IN CONTROL VALVE BOX. 10. ALL LATERALS. MAINLINE AND WIRE UNDER PEDESTRIAN PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL LATERALS, MAINLINE AND WIRE UNDER VEHICLE PAVED AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED.ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. 11. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDING. WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 12. ALL HEADS INDICATED ON THE PLANS AT A SPACING LESS THAN 75% OF FULL OPEN THROW, AS PER MANUFACTURER'S RECOMMENDATIONS, ARE TO RECEIVE A PCS SCREEN OF APPROPRIATE SIZE TO REDUCE THE RADIUS TO MORE CLOSELY MATCH THE SPACING. REFER TO THE MANUFACTURER'S CHARTS PROVIDED WITH PCS SCREENS FOR SIZING OF SCREENS. 13. PROVIDE CLEAN SAND BEDDING AND BACKFILL FOR PRESSURE MAINLINE PIPE (3 IN. BELOW AND 6 IN. ABOVE PIPE MINIMUM). 14. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS & IN ACCORDANCE WITHE CRITERIA AND STANDARDS OF THE CITY OF SAN DIEGO LANDSCAPE STANDARDS MANUAL & OTHER APPLICABLE STDS. AS OF THE APPROVED DATE OF THESE PLANS. 15. USE VARIABLE ARC NOZZLES AS REQUIRED TO ACHIEVE COMPLETE COVERAGE WITH MINIMAL OVERSPRAY 16. SYSTEMS ARE DESiGNED FOR A MINIMUM OF 30 psi FOR SPRINKLER HEADS. 17. ALL LATERAL END RUNS SHALL BE 3/4" SCH 40, UNLESS OTHERWISE NOTED. 18. ALL REMOTE CONTROL VALVES SHALL BE INSTALLED IN VALVE BOXES, ONE VALVE PER BOX. LOCATE ALL REMOTE CONTROL AND QUICK COUPLING VALVES ADJACENT TO WALKS OR CURBS. 19. CONTRACTOR SHALL VERIFY PROPOSED LOCATION FOR BACKFLOW PREVENTER AND IRRIGATION CONTROLLER PRIOR TO INSTALLATION. C.M.W.D. BACKFLOW SPECIALIST TO APPROVE BACKFLOW PREVENTER LOCATION. 20. INSTALL (1) WCS "RAINGUARD" RAIN SHUT-OFF DEVICE, OR EQUAL, PER CONTROLLER, PER MANUFACTURER'S RECOMMENDATIONS. 21. CROSSOVER SLEEVE TO BE PROVIDED WHERE RECYCLED WATER IRRIGATION MAINLINE CROSSES POTABLE DOMESTIC WATER MAINS. SLE.EVE TO BE INSTALLED ON RECYCLED MAIN AND EXTEND TEN (10) FEET ON EITHER SIDE OF THE POTABLE MAIN. NOTE: Sleeves on Recycled Water Mainline must extend Min. 10 feet each side of Potable Main per Note #1__El on Sheet _1, (Typical for all Crossings) SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEET 3 FOR IRRIGATION SCHEDULE SEE SHEET 11, 12 AND 13 FOR IRRIGATION DETAILS SEE SHEET 23 FOR IRRIGATION SPECIFICATIONS • TESIDMA DESIGN GROUP lANDSCAPE ARCHITECTURE · LAND PIANNING 9903 BUSINESSPARK A VE SUITE C • SAN DIEGO, CA 92131 PH= (&58) 693-8824 FAX= (858) 693-ll82 TOO JOB NO. 04-()49 DATE: 09-30-05 I , • • • • • • • • • • • • • • • • (0. ,_. w• w: J:• (/). • w• w• (/): I ■ w• ;z: -■ _J. J:. O• ,_. ct. ~= • • • • • • • • • II • • ■ ~~,,. • ,,.--:/4 \JI A BUILDING 'I' ' /B40.) 56 '\ ~ 1/?' ' . ~ 1. DUE TO THE SCALE OF THilDRAWINGS IT IS NOT POSSIBLE TO INDICATE \.:.__/ NOTE: • • • ALL OFFSETS, THOSE SHC:f,tN ARE CONSIDERED TO BE THE MOST PROMINENT FEATURES WITHIN A Ri:AS;NABLE DISTANCE. FOR CLARITY, SZE OF HARD GOODS SUCH AS VALVES, CONTR.LLERS, ETC. HAVE BEEN INCREASED, DIMENSIONS GIVEN ARE TO THE CLOSEST HA~ FOOT MARK AND ARE MEASURED IN STRAIGHT LINE DIRECTIONS, I.E. VALVE TciVALVE OR CURB TO VALVE. • 2. THESE AS BUILT DRAWINtlS ARE BASED ON AS BUILT DRAWINGS PROVIDED BY DOOSE LANDSCAPE if;. WORK INSTALLED BY: ■ IRRIGATION: E. WATERM~ PROJECT CONTRACT NC:2831-09 400-A w 0 5' 20' 40' North SC.ALE, 1"=20'-0" w > -a: C I \ \ I I EXISTING !'1ASTER /-· ASSOClt-, TION IRRIGA TiO,'J RECYCc.ED WATER t,1E 7 ER ~ North KEY MAP NOTTO SCALE LEGEND -- P.o.c Point of Connection (Y'/ater Meter) Reduced Pressure Backflow Preventer Pull Box Remote Control Valve Existing Remote Control Valve Quick Coupler Valve Master Control Valve Pressure Reducing Valve Controller Recycled Main Line ABBREVIATIONS AND SYMBOLS: r, ............................................... ANGLE POINT ~ ............................................... ALIGN BC ................................................... Back of Curb EW ................................................... End of Walk BW ............................................ ,, ..... Back of Walk CL ................................................... Center Line Dia ..................... , ............................ Diameter -··············································· Direction of Dime E ................................................... Electrical ea .................................................. Equal Distance EW .................................................. End of Wall FB ................................................... Face of Building FC ................................................... Face of Curb FL ................................................... Fence Line FW .................................................. Face of Wall GV .................................................. Gate Valve HH .................................................. Hand Hole NE .................................................. North East NW ................................................. North West PB .................................................. Pull Box PCR ............................................... Point of Curb Ret PL .................................................. Property Line PR ................................................. Point of Refer POC ............................................... Point of Connecti acv ............................................... Quick Coupling R , ................................................... Radius RCV ............................................... Remote Control V L ........................................... Reference point SE ................................................. South East SW ................................................ South West NOTE: Installation of irrigation as shown on the approved plans shall commence within 10 days of the time when each s.lope is brought to grade as shown on the approved grading plans. Jzff P>Jei7 "11'-l"""'"I-' ...... T DATE REVIEWED( BY: KJ_ Gr-~_,,.+ IN SPE CTOR r.:-·~-o-r DATE f-6~/-26~/□-6-+-~~f-R-E_v1_s_ED_P_E_R_c_1TY_c_o_M_M_E_NT_s _______ -t----i----i----t------1 I SH?EET I CITY OF CARLSBAD ~ 2/21 /Q? '/!>., CONSTRUCTION CHANGE. REVISE NORTH RET. WALL AND BUILDING A ENTRY 5 PLANNING DEPARTMENT ::=='-'===========-====: PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA I AP~( 6,---!::.\{,..oil:: \Z...Z)-c"7 I ~====~~====~~==============================~=====;====~=====~===~ ~P=:LA=NN:=l=N:::G===~=========;-;===::::D=A=:TE=~· DWN BY: ___ PROJECT NO. DRAWING NO. CHKD BY:___ p Ip 05 05 434-3L RVWD BY: · · · • DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTIO N DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL • 013008 :D 1J 0 :D .... :D 0 )> ' I : I C ' --jl (I;) (6) [ • TESIDMA DESIGN GROUP 1ANDSCAPE ARCHITECTIJRE · lAND PIANNING 9903 BUSJNFSfil>ARK AVE. SUITE C • SAN DIEGO. CA 92131 PH•~-FAX•~- TOO JOB NO. 04--049 DATE= ll-21-16 SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEET 3 FOR IRRIGATION SCHEDULE SEE SHEET 11, 12 AND 13 FOR IRRIGATION DETAILS SEE SHEET 7 FOR IRRIGATION NOTES SEE SHEET 23 FOR IRRIGATI ON SPECIFICATIONS 11 u • i Iii a ■ a • i = Iii a Ill PRESSURE CALCULATIONS FOR POINT OF CONNECTION 'A' _ E.B.QJECT: Palom~~ ~pmm Lots 1, 2 and 8 LOCATION: City of Carlsbad,_C~ ,_ .. ______________ --------I 1 DATE OF PRESSuw:: Cl ECK 5/6 '06 C i ' BY: wlWI at " ·a CMWO --·---- JOB NO.: 04-49 ' I ' ------------------------------------· --------------- CUEN f NO. 949.752 2066 i I ---·------------·----·1 WATER AUTHORllY Car!sbad Muriicipa1 Water District ' -----------------------------1 CALO. DA TE: 5i74/06 BY:MS -------~ VALVE NO. CHECKED: A14 PRESS. AT POG rn-1 PSI . ·---·-----···---,HGL: &BO ' POG fl EVATION: 427 HIGHEST HEAD. 460 I --·---_,,_,_,,_,_,_,,_ -------"" -------· -r ----. PIPE PIPE PIPE i PIPL ACCUM. LOSS ' SECTION TYPE SIZE i LENGTII GPM IN PSI 1 CL.200 3/4" 20' 2.0 .04 ' CL.200 3/4" ' 20' 4.0 .16 I 2 ' ' 3 CL.200 3/4" I 2.0' 6.0 .34 I 4 CL200 :1;4" 20' 8.0 .56 5 CL.200 3/4' ?O' •OO 86 i I 6 CL.200 1' 20' 12.0 .37 . --- ' CL.200 l' 20' 14.0 48 I / ' i CL.200 1" 2.0' 16.0 .62 I 8 ' ' ' 9 CL.200 1-1;4" 20' 18.0 30 ' ' ' ' . - 10 CL.200 I H/4" 20' 20.0 .36 l ' 11 CL.200 l-1/4' I 20' 22.0 .42 ' ' .----- GL200 2' ' 20' 38.0 .19 i 12 I ' I ----' Installation of irri gation as shown on the PRESSURE CALCULATIONS FOR POINT OF CONNECTION 'B' PROJECT: Palomar Forum I ots 1, 2 and 8 r=========~------------1 LOCATION: .. _~l_ty of Carlsbad, CA ------------------- PRESS ZONE/ SOURCE ELEV.: 650 -------·-·--------·-·~---- DATE DF PtltSSUHE CHECK: 5/6/0U BY: David at CMWD JOB NO.: 04-49 -------------------------------------------------· CLIENT N0.:949.752.2066 >---------------------------------·----_,,_,, __ ,_,,_, __ _ WATER AUTHORITY Carlsbad Mrn11clpaJ Water District ------------ CALC. DATE: 5/24/06 BY:MS ------------i VALVE NO. CHECKED: B39 PRESS. AT POC: 101 PSl --·-_,,_,, __ . -··· 1 riG L 660 POC ELEVATION: 427 HIGHESI HEAD · 420 ---·------··----____ _, ------···-···-.. PIPE PIPE PIPE PIPE ACCLIM. LOSS SECTION TYPE SIZE LENGTH GPM IN PSI I ! CL200 3/4" 30' 4.4 .23 2 CL.ZOO 3/4" 20' 10.7 .66 • 3 CL.200 1" : 10 13.1 18 CL.200 .. ' 10 15.7 31 4 ' ' 5 CL.200 'I -i/4" : ' 10' 195 15 I ------· GL200 1· 1/4" I 30' 20.1 ' 15 0 ' ~---------r---·-- l CL.200 1-1/4~ i 20" 23.0 .36 8 CL.200 1-1/4" 20' 27.3 .49 9 CL.200 1-1/2" 20' 30.9 .49 - 10 CLZOO 2' : 30' 39.4 .28 11 Cl.200 2·' I ' 30 43.7 .35 CL.200 1· ' 5' 56.0 .08 12 ' ' ----·--- A. TOTAL LATERAL SYSEM LOSSES 4.23 ---- MAINLINE/SERVICE LINE SYSTEM: PIPE PIPE i PIPE PIPE ACCUM. : LOSS 1 SEC flON TYPE SIZE LENG fH GPM ' IN PSI ' ·--· --------- CL 315 ' 2-1/2" 797' 56 6.3 I MAINLINE l I -' ----i B. 101 Al MAINLINE/SERVICE LINE SYS I EM LOSSES ' 6.3 ' -_,_ MISCELLAllEOUS LOSSES: I SIZE: "-=====-=-=--====·-, .. ,_,_L, __ ,_ ----------, .. --·---c ... . .. t _____ ~-------------.----- 1-1/2' 5.9 r------------------------------------------- BACKFLOW PREVENTER 2' 12 ·------------------------------------- WATER METER CONTROL VALVE 1-1/2" 3.6 I MAS~f~ CONTROL VALVE -1-1/2" 3.6 ' ......... - C. TOTAL MISCELLANEOUS LOSSES D. TOTAL SYSTEM LOSSES t A+B+C ) 35.63 _ -------_ -------------------cc ;c==-=-=i- E. FITTING LOSSES ( 15% Of TQTAL LOSSES i 5.3 F--------------------+-------F. HEAD LOSS/ GAIN IN SYSTEM (427-4201 -3.0 t---------·--------------t----1 G. MINIMUM REQUIRED PRESSURE AT LAST HEAD 30 H. DESIGN PRESSURE ( 0 +EH+ G ) I 63.9 f"C=====-=-==· -----------------~ .. -:,;-_;_ -------- 1 l 1\VAILABLE PSI 101 1 J RESIDUAL PSI ( H-l ) 33 0 . . - PRESSURE CALCULATIONS FOR POINT OF CONNECTION 'C' PROJECT: Palomar Forum Lots i, 2 and 8 _______________________ --1 L0CATI0~~-C~y_pr Carlsbad, CA ----------·-·-·------------------ ' -~RES~ ZQi:)E ! SO~HCt E>-EY,: 660 ' -------! DATE or PRESSURE CHECK: 5!6i06 BY, David 2-. CMWD ' ------ JO~ NO. 04-49 ' ' CLIENT N0.:949.752.2066 I --·-------·-·------------------·--I WATER AUTHORITY: Carlsbad Munlcipai Water Disuict ' --------------1 CALO _D~TE 5/24/06 BY MS ' .. - VALVE NO. CHECKED G33 : PRESS, AT PGC: 101 PSI ' I '""""""""""" ""'°"""-·-·-···"'""""'""-· -,----,--____ ,. i HGL: 660 POG ELi:VAT!ON: 427 HIGH'.::ST HE:AD: 434 -_,,_,,_,_,_,,_,_,,_, ___ --- --------------------- PIPE PIPE PIPE PIPE ACGUM. LOSS SECTION TYPE SIZE LENGTH GPM IN PSI - 1 CL.WO 3/4" 30' 2.8 .23 I 2 CL.200 I 3/4" 30' 5.6 .50 " ~---------- 3 Cl200 ' I" 30' 14.0 .97 ----------·------------- 4 CL.200 1" 30' 16 4 1.24 ' ' ' -' -----------·I-----i ' 5 Cl 200 1 1/4" ' 30' 19.2 ' .60 I ' I ' ' ---·-- ' ' 6 Cl.200 1-1/2" 30' ' 28.l .B7 ' ' CL.200 1-1i2" 30' ' 32.2 .33 ' ' ' ' ' I ' ' 8 CL.200 1-112" 30' ' 35.2 .44 I ' -------·-, 9 CL.200 : 2" 20' ' 42.0 .38 ' ' t ----.. ···-·-·-·-I A. TOTAL U\ TERAL SYSTEM LOSSES i"'MAINLINE/SERVICE LINE SYSTEM: l s.ss , -__ ,_,,_,,_,,_, ___ ---·---.. ----- '-~ I PIPE PIPE ' PIPE PIPE ACCUM IOSS ' I ' ! ' I SECIION fYPE SIZE LENGTH GPM IN PSI ' ' l MAiNUNE : CL 315 2-112" I 651' 42 3.3 ' ' ' ' I -----__,__,_ ___ --------------___ L ___ - i B. TOTAL MAINLINE/SERVICE LINE SYSTEM LOSSES 3.3 t· .. ---I MISCELLMEOUS LOSSES· ' ----- WATER METER 1-i/2" 3.3 ' ' --·------. """ ----_,, _______ ,, ---·----1-.. -----,.. BACKELOW PREVENTER 2" 12 ' i -·-·-··-----------_,,_ _,,_,_ CONTHOL VALVE 1-112' 27 ' ~---------, MASTER CONTROL VALVE 1-1/2' 27 I D lOTAL SYSTEM LOSSES ( A+B + C) I C. TOTAL MISCELLANEOUS LOSSES 20.7 I ' ------' ---------1 ' ' i 29 56 ---.. --::.::..::..::.::.::.::. --1 E FITTING LOSSES ( 15% OF TOTAL LOSSES i ' 4.4 ' ' ' -··· --------~----,----"·-., F. HEAD LOSS /GAIN IN SYSTEM (427-434) ' 3.0 -·-------~--~-----·--~ G. MINIMUM REQUIRED PRESSURE AT LAST HFAIJ i 30 I -- H. DESIGN PRESSURE ( O+E+F+G) I 66.9 --~--. l AVAILABLE PSI 101 I J. RESIDUAL PSI ( 1-H) 34.C ' I K. PUMP BOOS I ' I ' ' 34.0 L ADJ US! ED RESIDUAL PSl ( J + K) ' ' ..... , ... ------- " "A.LT approved plans shall commence within 10 days APPROVED FOR PLANTING of the time when each slope is brought to grade 11/~rl 1CJ as shown on the approved grading plans. AND IRRIGATION ONLY, ~~z"c · . NOTE: INCLUDIN G PRECISE I I Sleeves on Recycled Water Mainline must P,E, EXP, DATE LOC AT IO N OF PLA NTING extend Min. 1 O feel each side ol Potable Main per Note #1E5 on Sheet 1 (Typical for all AR EAS . R:,BY: ~~-~ II-,z.. q . ,,,.,, Crossings) ~~ INSPECTOR DATE 6/26/06 REVISED PER CITY COMMENTS I SH8 ET I CITY OF CARLS BAD ~ 2/21/07 ;A\ CON$TflUC1!0N CHANGE REViSE NOR,.,,H RFT WALL ANO BUILDING A.ENTRY PLAN NING DEPARTMENT 5 PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA APPROVED ~ J'·{; f-:r-~ ..J1.--n-~'r-1\0 ll PLAN NING DATE /1\ OWN BY: PROJ ECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 4 34-3 L ENGINEER OF WORK REVISI ON DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY1 P.I.P. 05-05 "'O 5 s: Sj > -:II "'O 0 ~ :II 0 ~ /A4J\ EX. \ EX. EXIST. 'ft.42\ EX. \ \ EX. EXIST. 1\l~43\ EX. \i!JEXIST. LEGEND 9 ~ s ~ EB • 8 ® [A][§] P.o.c Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Pull Box Remote Control Valve Existing Remote Control Valve Quick Coupler Valve Master Control Valve Pressure Reducing Valve Controller Recycled Main Line TESHIMA DESIGN GROUP lANDSCAPE ARCHITECI1.lRE • LAND PIANNING 9903 BUSRIBSfil'ARK AVE. SUITE C • SAN DIEGO, CA 92131 m, ~-FAX'~- TOO JOB NO. 04--049 DATE ll-21-16 NOTE: Installation of irrigation as shown on the approved plans shall commence within 10 days of the time when each slope is broughtto grade as shown on the approved grading plans. NOTE: Sleeves on Recycled Water Mainline must extend Min. 10 feet each side of Potable Main per Note #1~ on Sheet_!. {Typical for all Crossings) SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEET 3 FOR IRRIGATION SCHEDULE SEE SHEET 11, 12 AND 13 FOR IRRIGATION DETAILS SEE SHEET 7 FOR IRRIGATION NOTES SEE SHEET 23 FOR IRRIGATION SPECIFICATIONS I 11 ~ 0 S 6/26/06 2/21/07 /A\ 20' 40' DATE INITIAL ENGINEER OF WORK --==~.-41 ""--._,,, ,, , '"""-"<:::-,:--, 1 ---.._::~~RQ.io ·•,s;:~ :~j . ·-' . ., .. KEY MAP APPROVED '~--~ -,- . '-~~:i;'T'~: .-------=--------· -. --t:~:c~::~~::::::~~-r,: ·-:-~:". ==~::='="CS ~ \.'../ North NOTTO SCALE FOR PLANTING "A~-~BUILT " AND IRRIGATION ONLY. 1· ~ v..' ~. !!!G 1'il ,; 11 /z 1 / r cp INCLUDING PRECISE ' P.E. EXP. DATE LOCATION OF PLANTING AREAS. REVI EWED( BY: I\· $"I -t..e l¾d ?f:.~}-* INSPECTO DATE REVISED PER CITY COMMENTS I SH9 ET I CITY OF CARLSBAD ~ CONSTRUCTION CHANGE. REVISE NORTH RET. WALL AND BUILDING A ENTRY, PLANNING DEPARTMENT 5 PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA . ~::l::D . -1~f~ &t-a ::e-.+-----'f-~~.;, I . . DATE /1\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: 434-3L REVISION DESCRIPTI ON P.I.P. 05-05 OTHER APPROVAL CITY APPROVAL RVWD BY: "D )> r 0 s: s; KEY MAP )> -:J:J "D 0 ~ :J:J 0 )> C • TFSIDMA DESIGN GROUP IANDSCAPE ARCHITECTURE · lAND PIANNING 9903 B~ARK AVE. SUITE C • SAN DIEGO, CA 92131 ... ~.-FAJO~liJJ-ll8! TOO JOB NO. 04--049 DAIB: ll-21-16 NOTTO SCALE NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 0 days of the time when each slope is brought to grade as shown on the approved grading plans. NOTE: Sleeves on Recycled Water Mainline must extend Min. 1 O feet each side of Potable Main per Note #1§ on Sheet 1.-(Typical for all Crossings) SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEET 3 FOR IRRIGATION SCHEDULE SEE SHEET 11, 12 AND 13 FOR IRRIGATION DETAILS SEE SHEET 7 FOR IRRIGATION NOTES SEE SHEET 23 FOR IRRIGATION SPECIFICATIONS I .I I 6/26/06 2/21/07 /_A\ DATE INITIAL Nort h ENGINEER OF WORK REVISED PER CITY COMMENTS LEGEND ~ • 8 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.o.c Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Pull Box Remote Control Valve Existing Remote Control Valve Quick Coupler Valve Master Control Valve Pressure Reducing Valve Controller Recycled Main Line "A~LT ~-. P.E. EXP. RE~Y: C:t--~~A INSPECTOR " II h.1 !1~ II DATE ~\-~-~~ DATE CONSl'RUCl'!ON CHANGE,. flEVIS::C NORl'l-l HET. WALL. AND BUII..DING A ENTRY. CT[] 0 CITY OF CARLSBAD ~ 5 PLANNING DEPARTMENT PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA APPROVED Wet,_,/ & ..... ...fl 4-LI-e.A-r-.. PLANNING DATE /1\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 05-05 434-3L ® @ 1 2 18" ' ill ill' t-:111i 1111 .,__~--L 3 CD FINISHED GRADE 0 BRICK SUPPORTS @ PLASTIC VALVE BOX WITH PURPLE BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER HEAT BRAND 'GV' ONTO LID. @MAINLINE BALL VALVE @112 C.F. 3/4" CRUSHED GRAVEL ® BALL VALVE (2) LANDSCAPE FABRIC l"l!l'(pl.f: METER eox LID KP.TE:R METER :24 IN. 10 FT. MIN, TO POTAeLE! MAINLINE! IN STRE!E;I, l'ij!:C'r"CLE!D ;sA~ IFlFll<SATION MAINLINE! WSI..EEVE NOTE:, VE!FlTICAI. CLEAAAHCE! OP 1:2 IN. MIN. IS MANDATORY l+!EN CIWSSIN6 PATH OF A POTASL.E! KP.TER LINE. INSTALLATION OF REC'r"CU:D KP.TE!R IAAIGATION MAINLINE! :24 IN. Fl<OM FACE! OF SIDEl'IALK l'IILL l"F<OVIDE THE NECESSAR'!' 10 FT. HORIZONTAi. CLEARANCE PROM POTAeLE MAINLINE! IN THE STREET. POTABLE MAINLINE CROSSING *~IDMA~~~~ 9!I03 BVlllNBSSPARlt. AVE. SUI1'E C • MN DIBOO, CA 92131 m•--•- TOG 10B NO. 04-049 DA'I'E 09-»-0S NOT TO SCALE ( m NOT TO SCALE , ® FINISHED GRADE 1" BELOW VALVE BOX TOP IN TURF AREAS. Z' BELOW VALVE BOX IN SHRUB BEDS 2 PURPLE PLASTIC RECTANGULAR VALVE BOX WITH LOCKING LID. BOX TO BE PLACED AT RIGHT ANGLE TO HAf'IDSCAPE EDGE. CONTROL VALVE, SEE LEGEND FOR SPEC WATER PROOF WIRE CONNECTOR· "SNAP-TITE" OR EQ, 18' WIRE LOC'" ( WRAP 15 TIMES AROUND 1 /2' DIA. PIPE TO FORM COIL • REMOVE PIPE.) NOTES: RECYCLED WATER TAG· CHRISTY$ OR EQUAL PVC SCH 40 SLIPxFIPT ADAPTER, (2 REQUIRED) 1. ALL WIRE TO BE INSTALLED AS PER LOCAL CODES. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL 4 r® @ PVC LATERAL LINE • PIPE PER SPECS. ANGLE TO SPECIFIED DEPTH WITH 45 ELLS @ SCH. 80 UNION @BRICK SUPPORTS· (1) ONE AT EACH CORNER {U) 3" SCH. 80 NIPPLE TYP. (3 TOTAL) @ LANDSCAPE FABRIC @ 1 C.F.-PEA GRAVEL @ PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. @ PVC SCH.40 ELLS (2) G) INSTALL SPRINKLER ANGLE FOR MAX. THROW IF IRRIGATING SLOPES @ FINISH GRADE OF SOIL OR MULCH WHERE OCCURS @PAVING OR STRUCTURE @ SPRAY HEADS: 4" FROM WALKS AND CURBS 8" FROM STRUCTURES @ POP-UP SPRINKLER WITH PURPLE CAP AND BUILT-IN CHECK VALVE © 1/2" MARLEX STREET ELL (MIPT X FIPTI(2) (v 1/2' SCH. 80 PVC THREADED 6" NIPPLE @ 1/2' MARLEX STREET ELL (MIPT x FIPTI @ PVC LATERAL LINE @ SCH. 40 PVC S XS X FIPf TEE OR ELL ------- 12" MIN. NOTE: 1. Contractor shall install additional ant~drain valves, as required, to prevent low head drainage 2. Use bottom Inlet only 3. Use pop-ups on all heads within 1 O' of walks, lawn, or curbs. MASTER/REMOTE CONTROL VALVE NOT TO SCALE (£) POP-UP SPRAY HEAD NOTTO SCALE f"OTABLE: MAINLINE ($E:E IMF'ROVEME:NT DRAWIN'9S) 3 .5 F!:l::T 12 IN MIN RE:at.llRE:D VE:RTICAL SE:PAAATION ,v,--"-.. RE!C'r'CLED WATlfR WARNINe · · . . ,.....::,-TAPE ABOVE: MAINLINE. 1'J:C.'r"CLEO WATER IRRl'9ATION MAINLINE NOTE, SEE TRENCHINe O!:TAIL. LcEVE: ALL RJ:;C'r'CLW WATER IRRl'9ATION Plf"E ANO SLEEVES SHALL 61: PURPLE ANO LABl:LED. (SEE NOTE 10, SHcET L-b) POTABLE SERVICE LINE CROSSING NOTTO SCALE 6/26106 DATE tNITIAL ENGINEER OF WORK MAINLINE SPECIFICATIONS: CL 315 FOR 2' OR MORE SCH. 40 FOR 1•112" OR LESS. NOTE: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. NOTES: 1. Pipe shall be snaked side to side in trench to allow expan8ion. (V FINISH GRADE @ CLEAN BACKFILL· 90% COMPACTION REQUIRED· SEE SPECS 12" 18' @ PURPLE NON-PRESSURE LATERAL LINE PER LEGEND @ PURPLE COLOR PRESSURE SUPPLY LINE PER LEGEND 5 @ PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE IF ROCK LARGER THAN 2" IS PRESENT (z) 6" MIN. CLEARANCE FROM HARDSCAPE ( MAINLINE ONLY) @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES • INSTALL BELOW PRESSURE SUPPLY LINE. BUNDLE AND TAPE WIRES AT 12' O.C. LOOP . @ RECYCLED WATER WARNING TAPE ABOVE MAINLINE. CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. SPLICING ONE 12" ABOVE AND ONE RESTING ON THE MAINLINE OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE OWNER ® TRENCHING APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR NOTTO SCALE " DATE DATE REVISED PER CITY COMMENTS CIT] CITY OF CARLSBAD ~ 1 5 PLANNING DEPARTMENT PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA I A~~ll 4, ~-o::ft: I I, 4-... 1 DATE PLANNING /1\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD SY: 434-3L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD SY: P.1.P. 05-05 I ~ ~ ~ ::, tll 1,1 J: I!;! (}) HARDSCAPE (TYPICAL) @ CLEAN BACKFILL· 90% COMPACTION REQUIRED • SEE SPECS @ SAND (TYPICAL) ~ a: > UJ ~ 0 z :ii ::, ~ le ~ Cl UJ "- @ NON-PRESSURE LATERAL LINE IN SLEEVE 18" MINIMUM DEPTH @ CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE @ PRESSURE SUPPLY LINE IN SLEEVE 24" MINIMUM DEPTH NOTES: 1. All sleeves to be Sch.40 PVC ( Sch.SO under vehicle paving). 2. All sleeves shall be 2x the size of the pipe being can'ied. Min. sleeve size shall be 2". 3. Extend sleeves 12" beyond edge Of har(jscape on both ends. 4_. During installation tape closed ends Of pipes until all laterals and wires have been run. 1 5 6 NOTE: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. @ SLEEVING NOTE: QUICK COUPLER SHALL BE TYPE APPROVED FOR USE WITH RECYCLED WATER WITH ACME THREADS ,.----{1 18" NOTTO SCALE 3 (}) 9' OIA. PLASTIC VALVE BOX WITH PURPLE LOCKING COVER INSTALL 2" ABOVE GRADE IN GROUNDCOVER @ FINISH GRADE @ PAVING OR STRUCTURE @ QUICK COUPLER WITH RUBBER CAP @ 5' DEPTH PEA GRAVEL @ INSTALL BOX LEVEL WITH 2 STANDARD BRICKS CZ) RED BRASS COUPLING @ RED BRASS RISER @ 1/2 CU. FT, MIN. CONC. THRUST BLOCK @) PVC ELL OR TEE (CONNECTION TO MAINLINE) @ (2) RED BRASS STREET ELLS @) RED BRASS NIPPLES (2) @) RED BRASS ELL @) PAINT "Q" ON COVER Q) QUICK COUPLER NOT TO SCALE ® • TESIHMA DESIGN GROUP LANDSCAPE ARC.Hl'JFCl'ORB • LAND PLANNJNO 9!IIB BUIIINllSSPARI: AVB. sum C • MN DDlClO, CA 92131. ma--•- TOO JOB NO. o+-049 DATE• ()IJ-»-05 5 --...--i r-------1"""''" 1--------< ~--1 L-------L..-.....,., G) LOW VOLTAGE WIRE. 3 MAX. @ OUTER CASE OF CONNECTOR @ INNER CASE OF CONNECTOR 3 (v STRIP & TWIST WIRES FOR PROPER CONNETION @ COPPER SLEEVE CRIMP INSTALLED W/ RECOMMENDED TOOL NOTE: Fill inner case with water proof sealer prior to final assembly. All wire routed between controller and remote control valve shall be a continuous run with no wire splices. Wire splices shall only occur at the remote control valve and controller pigtail ( if requln;id ) WIRE CONNECTOR 1 CD PRIMARY MAIN LINE. SEE 0 BALL VALVE. SEE DETAIL PLAN FOR SIZE. 7 ® SUB-MAIN (PURPLE COLOR)· © CONTROL VALVE. SEE DETAIL SIZE VARIES, r;;;, SEE SCHEDULE BELOW ~ QUICK COUPLER, SEE DETAIL MAINLINE SCHEDULE: 1-10 GPM 1" SCH. 40 11-18GPM 1-1/4'SCH.40 19-25 GPM 1-1/2" SCH. 40 26-39 GPM 2" CL. 315 40-58 GPM 2-1 /2" CL 315 ® TEE OR ELL WITH REDUCER BUSHING 0 LATERAL LINE (CL 200). PURPLE COLOR. SEE PLAN FOR SIZE, VALVE MANIFOLD INSTALLATION {TYPICAL) NOTTO SCALE NOTTO SCALE 6/26/06 ' DATE INITIAL ENGINEER OF WORK r- a CD 12"MIN. REVISED PER CITY COMMENTS /1\ REVISION DESCRIPTION 8 ..--------,~ CD CONTROLLER, EXTERIOR WALL MOUNT FASTEN TO WALL PER MANUFACTURERS RECOMMENDATIONS. SEE LEGEND FOR SPECIFICATIONS @ 120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS ·1 0 2 3 ® ELECTRICAL CONDUIT (1") 0 LOW VOLTAGE WIRE IN GREY PVC CONDUIT (2" DIA.) WIRE TO BE SLEEVED IN CONDUIT TO 18' BELOW GRADE @SWEEP ELL @_) LOW VOLTAGE WIRE TO REMOTE CONTROL VALVES (_f) FINISHED GRADE @ RECYCLED WATER WARNING TAG @ BRACKETS FOR FASTENING TO WALL @) THREADED CONNECTION NOTES: ON INTERIOR INSTALLATION ALL WALL PENETRATIONS SHALL BE CLEAN AND SHALL BE RESEALED WATER TIGHT. WALL MOUNT CONTROLLER SCALE: N.T.S. -11 11• "' -Ill '·1 NOTE: 5 0) SHRUB OR BUBBLER HEAD © 1 /2' SCH 80 PVC RISER 0 FINISH GRADE 0 8" FROM STRUCTURES © EDGE OF WALL, FENCE OR OTHER CONSTRUCTION 0 1 /2" X 1 /2" FIPT X FIPT SCH 40 PVC ELL (j) 112" MARLEX STREET ELL (MIPT X FIPT) © 112" SCH. 80 PVC THREADED 6" RISER ® 112" MARLEX STREET ELL(MIPT X FIPT) @ PVC LATERAL LINE @ SCH. 40 PVC S XS X FIPT TEE OR ELL @ 12"FORSHRUBSPRAYS 6" FOR SHRUB BUBBLER$ @ RECYCLED WATER WARNING TAG (ADHESIVE-BACKED), ATTACH TO RISER 1, Contractor shall install additional anti-drain valves, as recuired, to prevent low head drainage, 2. Use pop-ups on all heeds within 1 O' of walks, lawn, or curbs. 3. Stake wtth galvanized steel pipe or reber. SPRAY HEAD ON RISER NOTTO SCALE "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP, DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE CT[] CITY OF CARLSBAD l 52s5 I 2 PLANNING DEPARTMENT PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA I AP r/.,~:1 4-E;l~ I l-~-..,7 : PLANNING DATE DWN BY: PROJECT NO, DRAW!NG NO. DATE INITIAL DAiE INITIAL CHKD BY: P.1.P. 05-05 434-3L OTHER APPROVAL CITY APPROVAL RVWD BY: f/85\·;:;i/ '{15 ""·._-----<:3 I ~~~r-~--,-~~~ ..,L=E<!s:a:E:::.N:D _____ _ 8 Q) == == SECTION/ ELEVATION 1 SURFACE @ MOUNTIN<!s ~CKET @ ~IN SENSOR WIRED . NORMAL.I.. -r CLOSED @ MOUNTIN<!s SCREW (I OF Z) @ WIRE TO l~l<!sATION CONTROLLER @ WIRE TO REMOTE CONTROL V Al.. VE NOTE: • MOUNT IN AN AREA T!-iAT WILi.. 6E EXFOef:D TO UNoesTRUCTED RAINFALL, 6UT NOT IN Tl-IE FAT!-i OF 6PRINl<L.ER 6PRA Y. RAIN SENSOR MOUNTING DETAIL NOTES: ·. (. . l. ™E~~~1~o~~ ~~~f~tE ~ETER AND BACKFLOW ASSEMBLY. 2. CONSTRUCT 2' HIGHfETAINf B WALL ON 3 SIDES O ~A~ L W PREVENTER WHEN INS AL . ON 4: 1 OR «EATER SLOPE. tNJND 3 G: -~- "4 ,3 ~H~~ AT OOWJ-IHILL fcD L . . fi\10~ HORI ONTAL "--' CL A ANC BE ~N ~~ 2' AN BACK L W P VE . .. .. MAX ,-F 3. DO N8T INST}l1 IN AREA ~-5 SUBJ CT TO 0ODING. 12" MIN. 2 36" MAX. 2 . ~%=<; 36" MAX . ~ ....... .,., ... I I Ml ,Tl R 11 • ' ... I I _ ~ I :; ' F .. = .• @--l1 "'I ... -' " ..-·. " u . .. . ,. . • l.J _i ____ j } I -3 7 3 II I I // // PUBLIC PRIVATE CONSUMERS RESPONSIBILITY fi:":::::::: :::= ;: / TO BE INSTA~LEO PUR~~~T T011tr'ffA~ ~E B~OK 14.08. 10 40g1-C. & 0 C UF0RNIA ADMINI TRA IVE CODE. ITEM DE~ CRI JTION SPl'Truw,; 1 "ETER AND VALVE BY OISTRI ·T • 2 TYPE K HARD OR 1 .,,, L HARD COPPER Or; BR•SS RISER. 9 .3 1.0PPER OR BRASS 90' ELBOW < SOLDER JOINTS OR THREADE11 FIT11NGS l . 4 CnPPER OR BRASS NIPPLE. 5 BRA S UNION. h APP ,ny,11 _,§.A<'1<FI nw PR• ·tJT>R A'-''->M><• Y. I CONCRETE THRUST BLOCK 8 METER BOX ( BY DISTRICT l. REV. APPROVED DATE CARLSBAD MUNlCIPAL WATER DISTRICT 2 INCH AND UNDER BACKFLOW INSTALLATION • TESHIMA DESIGN GROUP 1.ANDSCAPB ARCH?IFCJ'URB . LAND PLANN1NO !l!l(l'I BOSINESSPAB. AVB. surm C • SAN DmOO. CA m 119 ----- TOO 10B NO. 04-049 DAT£: 00--lHlS . ,,bL 62. 6-04 CITY ENGINEER DAl[ STANDARD DWG. NO. W20 NOTTO SCALE NOTE: ·---..._ Contractor shall install additional anti-drain - valves, as required, to prevent low ----------~ II head drainage t Use bottom inlet only Use pop-ups on all heads within 1 0' of wa ks, lawn, or curbs 12"MIN. I rr1=w-111 .I' 1 -m ~ i.J.; 5 r-------17 +1-r-n~.4f9:-------------1a (D INSTALL ROTOR AT ANGLE FOR MAX. THROW IF IRRIGATING SLOPES Cg) FINISH GRADE OF SOIL OR MULCH WHERE OCCURS @ PAVING OR STRUCTURE @ ROTORS: 12" FROM WALKS AND CURBS, AND STRUCTURES @ POP-UP SPRINKLER WITH PURPLE CAP AND BUILT-IN CHECK VALVE @ 1/2" MARLEX STREET ELL• (MIPTX FIPT)(2) (j) 1/2" SCH. 80 PVC THREADED 6" NIPPLE• @ 1/2" MARLEX STREET ELL (MIPT x FIPT)* @ PVC LATERAL LINE @ SCH. 40 PVC S XS X i=IPT TEE OR ELL POP-UP ROTOR ® NOTTO SCALE @ 4 2 3 G) GEAR DRIVEN SHRUB ROTOR: NOZZLE SHOULD BE 12" ABOVE GRADE AT COMPLETION OF INSTALLATION @ 1/2"0 GALVANIZED STEEL PIPE OR #4 REBAR 30" LONG @ FINISHED GRADE @ CHECK VALVE (INSTALL ONLY IF HEAD ASSEMBLY DOES NOT INCLUDE CHECK VAL VFl) @ 18" PVC SCH. 80 RISER @ (2) CLAMPS WITH PLASTIC "ZIP TIES' OR STAINLESS STEEL HOSE CLAMPS (-j) SUPPLY LINE TEE OR ELL @ SWING JOINT (2 MARLi:X S x TELLS) @ RECYCLED WATER WARNING TAG (ADHESIVE-BACKED), ATTACH TO RISER NOTE: 1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. ROTOR ON RISER NOTTO SCALE 8/26/06 DATF' INITIAL ENGINEER OF WORK REVISED PER CITY COMMENTS /,\ REVISION DESCRIPTION "AS-BUILT .. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REViEWED BY: AREAS. INSPECTOR DATE I 513T I CITY OF CARLSBAD I 52s5 I PLANNING DEPARTMENT PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA IA~~! (, . ".:o--tt-l l-<-t-0'1 PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: P.I.P. 05-05 434-3L OTHER APPROVAL CITY APPROVAL RVWD BY: \ \ \ \ \ \ \ \ C-ONTAAC:,TOR. $HAI.I-IN;l,T Al-L.\ N&I f'I.ANTINS ~\JND TH! i:,A~ GIP THE! $1GNA(?I MONI./Mi;NT IP IT I~ NOT INS't Al.,Lii=D ~10~ PJ;R. <::,l'N Of" C~f>~ ~tlD \ ~--Pl'VIHI~ N!JMl;l!;l'lt :$t;J<ll~4M \ TREI! Pl.ANTING NOTES: Plant tree, minimum ii.!' ftom curbs. Plant trees minimum 7' f1om se.wer lines. Trees shaN not be pl1,1nted 11, conflict With pl,ll:>llo u/lllti1;1s. All trees within 5' of any hardscap1;1 sliall have root barriers. SEE SHEET 22 FOR PLANTING DETAILS 1 SEE SHEET 24 AND 25 FOR PLANTING SPECIFICATIONS SEE SHEET 20 f=OR PLANTING LEGEND Sf:E SHEET 16 FOR PLANTING NOTES TOO J01) NO. 04-049 I I I I I I I ' ' ' I ' -;~- I ' I \ \ ,.-- I ' I I I I I I \ \ I I I ' --L..----- ~-c;,o ~. ' \ \ I \ \ I MELROSE ---- ...,.--, I I' ~..,.. ... --1-k I -x I .t" - I \ \. _..1 ••••••• - - ----Mil ------ --0 8UILDING 'A' --,fl//- ,.--,, ' F\EPI.ANT I.ANOSCAPE l'ilTHIN 150' LANDSCAP!; sereAc;,K As $HOv-lN --MIi- IN$TAW. 2' TO,• RIVER. ROCK (~J.:r AND Pl;PPER. C.OLOR. A! -AYAILA6Lf! AT I<.~ ~K) WITH Pl;F\MeABL!f l'll:ED eAAAIE;l'l ('r'r"P). MAINTAIN ALL SHRl.!65 ALO~ nil! !:WILDIN$ A$ A 66' HleH HEP~. Hl!!Del: SHALL NOT oas~ T ANY Yll:r'I!& FROM TH! 6UILDIN!S WINDO~ <'TYPICAl-). ■■•■■■■■■■••••■••■ •••••••·•·••··••••••••••••••••••••••··•·•···•••-14.JlD MATCHLINE .. SEE SHEET 15 ij/28108 REVISED PER CITY COMMENTS KEV MAP . -- NOT TS) SCALE r "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED 13Y: AREAS. ' INSPECTOR DATil: U±J CITY u~· cAHLSBAD CTrJ 2/21/07 -~ CONSJPilJCTION GHANCiE. AEVISE NORTH AfT. W.AU,AND BUILOINCl A EtflAV. J6'. a:::; J-1,t 4 5 _ Pl.ANNING DEPARTMENt PALOMAR FORUM LOTS 1, 2 AND 8 CARLSi,AD, CALIFORNIA u 0 5' ::lO' 4Q' $CALI!:, I "=.20'-0" APPR?¥.:~-4-~Lo:lt l.s>-c:; ,..,, Pl.ANN.ING • DATE: h ' ' /1, OWN t:lY: PROJECT NO. DRAWING No. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: P.1.P. Oo-05 434-3L ENGINEER OF WORK REVISION DJ;:SCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: . •••••••••••••• KEV MAP TESHIMA DESIGN GROUP ~ ARCHll'BCJ.'11R • J.AND Pf..ANMNG ~ JIUSINESSI.>~ .\VJl. sun1 C • &\N Dij!tlO. CA 92a !'It .. .... . •l'/llD • llil>'IIIII roo SOB N(). 04--049 .Pf: . I INSTALL ;2" TO 5' RIV!::Ft ~OGJ< ($ALT ANO PJ;;PP!:Ft ""'-0~ A5 AYAILAEIL.E AT l<A'-Rt,?Gl<) HITH PE~~l!I He:l!!P l:IAAAllaFt (TYi"). BUILDING 'A' MAINTAIN ALL SH~i;5 ALON~ THE! BUII..DIN/9 A5 A .....___ '6' HleH HEP$E!. l-ll=D$1: . SHALL NQT O~Tf'WG.T AN'!" Yll;:l'e FROM THI! etJILDIN\';; HINDO~ (Tl'F'ICAL). , F'El:T TALL ISG~ENINef HWff INi:>T ALL ;a• TO 5' RIYeFt ~I( (ML. T ANP PEPPl:1' COL.OR Alf AYAIL.Aal..l: AT I<~ ~I<) WITH PElltMeAeLE weeo eAR!llll;Ft (Tl'P). !a:MPI.OYl;E C,ONC~T! LUNCH A~. CONC-~TEI $HALL E!e 5AN PIE$0 i;!VFP HITH HANJ:) TF<.¢Hli:I.Ll:P 6~0VEli;, AT 5' O.C.. Ai'lP Mf!D. a1'.00M FINll!'>H. BUILDING 'B' MAINTAIN ALL $H~$fl, AI.ONEil THI;; el.111 .. DIN\9 A5 A :,6," HIGH Hl;Dei!. HE:Dc!>l!I $HALL NOT oi,sffll./G, T AN'f YIEr<S FROM Tl-ie el.llLDINEil HINOOl'la (Tl'F'I CAL). I . r ------- : ' I ,2;_,. ,:,,l...;:i:~ ~ ~.,_, IRRl<SATION AND EXTEND TO MEE FLANTJN,s SHALL LANDSCAFIN<S T EXISTIN,s SLOPE -.__ SHALL MAKE A(O~TRAc TOR ADJi.JSTMENTS IN L NECESSARY EXISTIN<S IRRl<SA NEY'! AND FLANTIN,s TO IN TION AND ARE COVERED. SURE ALL AREAS i ._..,..,,.. } I ---5-------,&--I -~--~------• -----'-A~~~---~ ■ ■~ ■ ■ ~ ■ ■ ■ ■ ■ ■ ■ ■ ■ ~ ■ ■ ■ ■ ■ ■ ■ ■ ■-:~~--~::--~~-~~--::~~:~--~~~~~--~~--~J■ ~-~:::~ ■ ■ :~~-~:~~~~-~:--~~:::--:~:::--~~-:-~:--~~~--~~ ~~-:~---~ ■ ■ ■ ■ ■ f-1--~~~+-.--i.,l+--■-■,--■-■-+a-,J.., ■ ■: :~ ■ ::. :E: ■ ■ ■ ■ ■ ■ ■ ■ MATCHLINE-SEE SHEET 19 ! MATCHLINE • SEE SHEET 16 ; APPROVED FOR PLANTING "AS-BUILT ' AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. LOCATION OF PLANTING REVIEWtD BY: AREAS. INSPECTOR ,, DATE DATE TAEB PLANTINQ NOTIS$: Plant treas minimum 2' from curb$. Plant treas minim~m 7'. from sewer lines. !i/26/08 2/21/07 REVISED PER CITY COMMENTS ~ CONSTRUCTION OHAN!)!, AfYISE NORTH AET. W.-tilJ..AND BUIL{)JNG A ~ITTFIV. t,c,. C Kr CT[] CITY OF CARLSBAD I s~f I '· <\". ., ~' Treas shall not bij plli.rit~ In conflict with publlc utilities. All trees withih 5' of any hardscape shall have root barriers. SEE SHEET 22 FOR PLANTING DEtAILS SEE SHEET 24 AND 26 FOR PLANTING SPECIFICATIONS SEE SHEET 20 FOR PLANTING LEGEND SEE SHEET 16 FOR.PLANTING NOTES U1 I 11 a ,, 20• <la' $CALE, 1"=20"-0" .. 7X DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVA~ . Pl.ANNING DI:;PARTME:Nt . PALOMAR FORUM I L.OTS 1, 2 ANO 8 CARLSBAD, CALIFORNIA I APP~--( C:r:. ~~* .. PLANNING . ,.,.DAiE .. ,1 DATE iNf!IAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: P.1.P. 05·05 434-3L CITY APPROVAL RVWD BY: TOO 10B N(). 04--049 • I ~Pl.Ac:.! ALL EXISI~ $LOI"!! LANP~APe DAMA~ED I ' I ::=~-~-~~-~-=~-:-~~~-~-~~-=--~-~.~;;;~~~~~µFl~~~:~.~::_"°~~ :NS=~~-~~~,o~N!l:~;~~~I~~~~:-~.~;;~~. ~;~:.,;~~;lt11c;;~:~;~~:;"':.~:;;~~~~~:;=;~'f-;/~U~.:.~-::~=~-~~~-~--. --_-_---__ --. -_-_--_-_--_-_--__ --_, ~ii~~-~~;;,B~,;~~~~~~~~~~~--~t,=J~::=~= ' PLANT YINl!S ~· o.c. .• : ·~ w =~-~~~ ~-•~Af~~~. KEV MAP INtTALL :11 TO :,• 111,l~iCI. ROG" (ML T AHP PEf'fl;Fl «=CLO/It A!i! AVAILAlllLl!I AT KF.O ~l(J HITH ~llll..f HEE:P ~~Flll;!R (T'fP), ~., "·'"'' ~ "JOT TO SCALE -- BUILDING 'G' l'REE Pl.ANTING NOtES: Plant tre1os minirnum 2' from curbs. INSTALL :;i• TO ,, RIVEFI. ~I< (SAL 1 ANJ:> PE:Pl"eR C-01.0lt A:$ AVAll,.Aal,.!! AT~ FI.OCl<J HITH PEaRMl;AaL.IJ 1-'ilaE!J:;> 6AAAl!al'l ('TYP). Plant tre1os minirnum 7' from sewer lines. Trees shall not pa planted i11 conflict with public utilities. All trees within 5' of any hardscape shall have root barriers •. SES SHEl:T 22 FOA PLANTING DETAILS SEE SHEl=T 24 AND 25 FOR PLANTING SPl;CIFICATIONS SEE SHEET 20 FOR PLANTING LEGl:ND 6/~6/08 2/21/07 1 .. , ~ l1 11 0 ,, 20' 40' North $CALI::, I "•20'-0" DATE INITIAL ENGINEER Of WORK Re\111,ED PER CflY COMMENTS Pl.ANTING NOTES 1. CONTRACTOR SHALL HAVE A THOROUGH STANDARD $OIL TEST PERFORMED IN THAEE DIFFERENT LOCATIONS ON THI!. SITE ANDCOMPLIETED 8Y A LICENSt;D AGRONOMIC LABORATORY PRE-APPROVED BY THE crrv INSPECTOR PRIOR TO ANO AFTER LEACHING OF SALTS AND PRIOR TO TO AfN PLANTING OF PLANT MATEAIAL, THE SOILS TEST SHALL INCLUDE, BUT NOT BE LIMITED TO, THE TESTING OF SOIL SALT LEVELS, NUTRIENT LEVELS, AND SOIL Pf;RCOl,,ATION, SOIL Tl::ST Ri;!SUL.TS SHALL BE APPROVED BY THE CITY INSPECTOA PRIOR TO AMENDING THE SOIL 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PAIOR TO COMMENCING LANDSCAPE INSTALLATION. 3. ALL LANDSCAPE ANO IRRIGATION INSTALLATION SHALL CONFORM ANO FULLY COMPLY WITH THE CITY OF CARLSBAD LANDSCAPIE MANUAL. 4. ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO OCCUPANCY. 5. THE OWNER IS REQUIRED TO PEBMANENTL Y ANO FULLY MAINTAIN ALL LANDSCAPli IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY. 6. ALL INSTAU.ED TREES WITHIN 5' OF HARDSCAPE SHALL HAVE ROOT BARRIER INSTALLE;D ADJACENT TO HARDSCAPE, NOT ENCIRCLING ROOTl3ALL. 7. CONtRACTOR TO INSTALL 3' OF SHREDDED BARK MULCH IN AL.L LANDSCAPE AReAS THAT ARE LESS THAN 2:1 SLOPE. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPJ:IOVAL PRIOR TO BULK DELIVERY TO JOB SITE. 13. ALL PLANT MATERIAL SHALL BE APPROVED Ai THE PROJECT SITE av THI: LANDSCAPE ARCHITECT PRIOR TO ANY PLANTING. ALL PU\NT MATEAIAL REJECTED av THE OWNER OR LANDSCAPE AACHITECT SHALL BE REMOVED FROM THE PROJECT SITE AT NO ADDITIONAL COST AND REPLACED. 9. SUBMIT PHOTOGRAPHS OF TYPICAL TREE FOR EACH VARIETY AND SIZE, TO SI! PROVIDED UNDER THIS CONTRACT /:OR APPROVAL 6Y THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE PROJECT SITI:. . 1 O. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE£ ARCHITECT PRIOR TO PLANTING. THIS MAY BE DONE l:ITHER AT THE SIT!t OR AT THE NURSERY. CONTRACTOR SHALL PAY FOR THE LANDSCAPE ARCHITECT'S TIME AND MILEAGE FOR ALL NURSERY VISITS. 11. ALL PLANT SIZES ARE MINIMUMS. sizes ARE TYPICAL FOR EACH PLANT SPECISS. ALL PLANTS ARE TO BE FR!;E OF DISEASE ANO $CARS, AND TO HAVE GOOD COLOR, FULL HEADS AND GOOD CALIPER (15 GALLON· 3/4" MINIMUM, ~4• BOX• 11/4'' MINIMUM, 36" SOX· i2" MINIMUM. 12. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL se FULLY OPl;:RATIONALAND ALL PLANTING AREAS SHALL BE FULLY WATERED IMMEDIATELY AFTER PLANtlNO, 13. PRIOR TO PLANTING, ALL PU\NTING AREAS SHALL ae /:REE OF WEEDS, ROCKS AND DEBRIS. RAKE AND FINE GRADE ALL PLANTING AAEAS PRIOR TO PLANTING. 14. UPON COMPLETION OF PLANTING OPERATIONS AND BEFORE ANY SITE OBSERVATIONS, REMOVE ALL ~TRANEOUS MATERIAL AND DEBRIS, AND 1:3ROOM AND WASH THE AREA CLEAN. 15. LONG TERM M~INTENANCE OF THIS PROJECT SHAl-L BE PROVIDED av THE OWNl;R. 16. ANY EXISTING LANDSCAPE THAT IS DAMAGED AS PART OF THIS PROJECT SHALL BE REPAIRED TO THE REQUIREMENTS OF THE CITY OF CARLS13AD'S LANDSCAPE MANUAL. "AS----BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DAT!:: LOCATION OF PLANtlNG . REVIEWED BY: AREAS. INSPECTOR ·oATE CONSTRUCTION CHA~QE. REVISE; NOAi"H FIEi:T. WALl,.AND BUILDING A ENTElY, ,..,. "' 11-t CT[] 6 CITY Of!' CARLSBAD 15128: I PLANNING DEPARTMENt PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA APP~~.:l ( le -tab?-it . ' IDef:·01 . ' PLANNING . TE /,'\ LJWN i;r: PROJECT NO. DRAWING No. DATE INITIAL DATE INITIAL CHKD BY: . REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWO BY: P.I.P. 05-05 434"-3L • ·• C ~ NOt T<;) SCA\& KE)'MAP TOO JOB N.;>. 04--049 -.., ..... -- ---- INSTALi,. 2" TO 5' flllVefll l'lOG,K (~LT ANP PePPefll C-0!..0fll AS --'1 AYAll.Ael.l! AT K~ ~l<'J HITH PeR.M~I! 1-'!J;:ft) i!AAAIE:fll (i'r'P). BUILDING 'H' INSTALi-~· TO s• RIVefll l'lOG,K (SAI-T AHi' Pl!:FPl:fll c.oLOfll AS AVAi~!,.! AT Kflte fll<Xl<'J HITH Pl:IIIU-1!Al3LI!! J,,ll;!EP 6AAAIER (n'P). TREE PLANTING NOTES: Plant treee minimum 'J.' from curbs. Plant trea:, minimum 7' from sewer lines. MAINTAIN ALI. SHFW&e. Al.a~ THll: THE: 6UII.J,;)IN1$1 AS A ,e.0 Hl9H Hl!DGI!. HE!D$1l! $HAl,.L. NOT ~TiCWCt AN'!' Vll!:H$ l"~M THE l;'UII.CllN9 HJNDOl-e (T'!'F"ICAW. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. SEE SHEET 22 FOR PLANTING DETAILS SEE SHEET 24 AND 25 FOR PLANTING SPECIFICATIONS SEE SHEET 20 FOR PLANTING LEGEND SEE SH;EET 16 FOR PLANTINQ NOTES North w 0 ,, I I ,r--~/ I 1 20' $CAI.-!;:, . I II =:;!O'~ -- J 4o, O" 8UILPING 'I' INSTALL. 2' TQ 5' RIVER ~I< (5AI. T ANP FEF"Pefll COL.Oft AS AYAIL.AEIL!! A'f KRC ~l<'J HITH Pl:RM!AaL!! HEED 1'A~IER (T'!'f"). ---------------/ ------------• .. ' ---- ...... MAINTAIN Al.I. SHFWl35 Al.a~ THI= THI= 6UILDIN9 AS A 56' HIGH H®~. Hl;:D$1= SHAl-1. NOT a~"i'RIJc.T AN'!' VIEH5 .FROM THI= elJII.DINi;, J,,IINDOl'e (T'!'PICAW. Ill .. _,, • APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P.E. EXP. __ _ DATE REVIEWE:0 BY: INSPECTOR DATE 6/2a/08 2/21/07 Fll;\IISJ;:D PJ;:fl CITY CQMMJ;:NTS. lo.,:; rt~ I ~.1H7EE: I CITY OF CARLSB_A.Ll 1.~H2fTTS.,1 £ cO~smuor10N Gl1N'4~E. REVISE NORTH i'IET. WALL ANO BUILDING A tiNTAV, 7,'\ DAl'E INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL . DATE INITIAL CITY APPROVAL :=:::=:;:~=:::;::;:::P;::. IJ\:::N::::· N::::IN::::· G::::::::DE:::P:;::AR::::T::::· M:::'E N::::T::::::::::=~::::::::::::Q~ PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA DWN . SY: -~ PROJf;CT Nd. CHKD SY: --1 p Ip 05 011. RVWD BY: " • " ;,, DRAWING NO. 434-3L TREI! PlANTINQ NOTES: Plant trees 'minimum 2' from curb$, Plant trees minimum 7' from sewer lines. · Tree, shall not be planlll!d in conflict with public qtilitles. All tr13es within 5' of any haroscape shell hav, root barriers. SEE SHEET 22 FOR PLANTING DETAILS SEE! 1 SHEET 24 AND 25 FOR PLANTING SPECIFICATIONS SEE SHEET 20 FOR PLANTING LJ;GEND .... SEE SHEET 16 FOR PLANTING NOTES TES . DESIGN GROUP J.ANPSCAPS • J,J.ND ~ 9':lli, BOSINl!S,'IP.ul'. A.VB. ~ C • Wf 00!00. CA ~ I'll..... PA» .... TOO 10B NO. 04-049 DATBI 09-30-05 • • II • • • • • • II • .... : .,... tu= w: :Z:• 0: uJ• w• (I): I ■ LI.I. z: :, Q· ='· • • • • • • • 'A : I • I ---"159-------1._c_ • • • • • • • • • • • • • • • • • • • • PUBLIC ifATLR EASEMENT IN~TAI.L. ~,,TO,. 11!.JV!;R ~K ($Al. T ANP Pet"PeFl c.Ql.OFl A.S AVAIL.A/:IL.11! AT KFtC. R.OGl<J HITH PE;~!:Ae,i...11! ~P eAAAIE;~ ('TYP). BUILDING 'I' 400- I I I \ \ \ \ I I I I I I I I 1 I I I I I I I \ I I I I I I I \ ' . . .· I \ \ I \ I \ I I I I I I I I ~ \ \ \ 1\J~}-/ \ \ I I I I I I I ~\ , I ,/ I / / / / / :"!:c:-~~~,..,...~.,...~'""""'-/ ~Ii 1 I 0 ,, :20' 40' North ¾AL.I;, I "=20'-0" KEV MAP APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ NOTTO SCALE "AS-BUILT " P.E. REVIEWED BY: INSPECfQR DATE . DATE. 6/26/08 Rl:VISED PER CITY COMMENTS ·· · ENGINEl:R OF WORt< PALOMAR FORl,JM LOTS 1, a ANO 8 CAAL,$BAD, CALIFO~NIA • . BUILPING 'D' ' * TESH.IMA DESIGN G~~O. . ~ . • LAND 9lKIJ ~~ • ~ Dlli!OO, c,\. Pit " IIH;II l'illD " •• TJ;x) JOJJ NO. 04-04g QA'l'D 09--30--0$ SEE SHEET 22 FOR PLANTING DEif'AILS BUILDING 'C' IN;>TALL 2' TO :!I' ~YER. fltQGJ< (!:>ALT AND F~FPi:aR COLO~ A& AYAILAeLI! AT~ R.QCI<,) HITl-4 Ft;;~i:aAeLI; W!:;EO eAARI~ ('IYF). MAINTAIN ALL 5HRlJ6:! ALONG TH! el,IILOING Aa A E56" HIGH Hl:DGI!:. H!:D~ ;,HALL NQT Q6$ffll.JCT ANY v1ev.a FROM THI! f;IUILDINe WINPOHa ('IYl"ICAW. SEE SHEET 24 AND 25 FOR PLAN11NG SPECIFICATIONS SEE SHEET 20 FOR PLANTING a.EGEND II 1111111 I I I I I i I I I I I I : i T I I I I • ~:·I= 71 : I 3 ~■::"II.,,,■.,..■~-~! •• ~.L •• ~ • ~-,1, I J 0 ,, 20'. 40' 6/2Hi0II l •'2\•.a1 OATE INITIAL SEE SHEET 16 f'OR PLANTING NOtES North 5CALe, 1"•20'-0" ENGINEER OF WORK ~ North KEY MAP NOTTO SCALE TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPEcroR DATE REVISED PER CITY COMMENTS ::;HEET CITY 01" cA.1:<LSHAU ~ lc1,1_,_..,, ... •-I C..'"'A..,,# IL. )$), ,:; I" E:. 19 PLANNING DEPARTMENT 5 PALOMAR FORUM LOTS 1, i AND 8 CARLSBAD, ~ALIFORNIA I Af'P~:fd q. ~~ft" I: le-2•=n DAT~ PLANNING . /1\ DWN BY: PROJECT NO. DRAWING NO. · llATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAi. RWID BY: P.I.P. 05-05 434-JL TREES CODE . BOTANICAL NAME COMMONiAM& :, SIZI. ~ Lagerstroemia lndica 'Natof'\ez' . Crape Myrtle ,84 24' Bo)( . 0 . Prunus cerasifera 'Krauler Vesuvius' ' ,Purple Plum 45 24" Box C· i. Koelre~terla blplnnata ·· Chinese Flama Trea 50 24" Bo1< (Y)I Trlstania i;ionf1:1rta Brisbane Box 96 24"0allon ' .. 01 . Pinus el<;ferlca · . Afghan Pine a 24" Oallon } 0 ' Pyrus callerye\Oa 'Bradford' , Ornamental Pear :2 36' Box ' ' 0 . . .Agonis flexuo$a Peppermint Tree 8 24' Oallon ® Lai;,erstroemia lndlca 'Tuscarora' · Crape Myrtle '4 48" Box . (.:.) I Pinus halepensis · Aleppo Pine ! 21 24' Box 0 .Arbutus unedo Strawberry Tree !a 15 Gallon (·) Cupanlopsis anacardiolde1 ' Carrot Wood Tree I .12S 24' Box 0 Liquidc1.mbar styraoi~ua 'B1.1rgundy' American Sweet Gum 2:il 24' Box @ Cassia leptophylla · Gold Medallion Tree ~ 15 Gallon 01 Ouercus vlrgini1:1na Sol.llhern Live Oak . . ·• e 24" Sox . <5<:. . Sucalyj:>tui sideroxy\on 'Rosea' Southern Live Oak 15 24" Sox COMMON NAME Cv' Ei<istlng Street Tree EXISTING SLOPE tREli CODI! EIOT ANIC I QOMMON s1z1· (:) 1 Existing Slope Tree TESHIMA .DESIGN GROUP IANDllCAf>S . . • . Pf.ANNlNG ~ II~~ • ~JJ!(lo. CA 91J1 19 \1111 liHIIII · 11\111 Oil$ 1111-11111 T.0010BNO.. 04--049 MATCHLINE .. SEE SHEET 19 • II II ■•••■• .. •.■••■ ■ II II 111111•■11 ■111111111111 ii 1111 • II 1111 II IS>ll111 ■ II ■11;1111 II II II II II II ······••11 ■ ····~~-~-~~~-·~1 ---------. ~ ' NOTES. M ultl-Trunk. See Detail fl, Multi-Trunk. See Detail R. ... M ulll-Trunk. Sea Detail fl, ' Standard, oouble stake p1;1r detail P. See Detail R. Standard, oouble stake per detail P, Sea .Detail R. standard. Double stake per detail P, Sea Detail R. Standard, Doub!, stake per detail P, Se• Detail R. Multl-Trunk. See Detail R. Standard, Double stake p$r detail P, Se• D11tall R, Sta11dard, Double stake per detail P, See Detail R. ~ta~dard, Double stake per detail P. See Detail R, Standard, .oouble stake p1;1r i:letall P, $et Deli.ii A. Sta~dard, oouble stake per det ·1 P. Sat Detail R, k -----~~~---~~--~------1-.,-;;.,....rl~ F'ARKIN\\il I.Of . a ~. 1\1 ' VINES oooe BOTANICAL, NAMII! ~► F'icus pumlla (F. repens) ~ ... F'andorea jasminoldes . BOTANICA NAMI F'elargi:mlum peltiiiturn 'Balkan' Gazsinia 'Mitsuwa Serles Yellow' Myoporum parvifollum 'Pink' Lantana montevidensis Annual Color Segonia sE1mp1;1rvlrons Hedera helix 'Needlepolnf :,\•:. $oui;iainvillea 'Rosenka' .•• v.v Lonicera japo?ica 'Halliana' ---lf-----.....\;:-..PL-ANT VI So AT THI!; l!IA&IJ OF' ' l-1. (TTI" J --+---II I 11 8UILOINQ 'I:' II ·• II © © © 0 © © @) @ @) 0 $ § e • 0 0 Esoallonia 'Compakta' LlgUstrum Japonlcum 'Texanum' Rhaphlolepls lndlca 'Clara' Po(locarpus henkelll Prunus carolina 'Bright n' Tighr Photlnia fraserl Xylosma congestum Leptospermum scoparium 'Ruby Glow' Phormium 'Dusky Chief' Phormlum tenax 'Atropurpureum' Agapanthus 'Oue1:1n Anne' Hemarocallis hybrids Nandlna domeslica 'Gulfstream' Lirope muscarl 'Majestic' PhOrmlum 'Maori Chief Rhaphlolepis indica 'Ballerina' Pittosporum tobira Variegata' H ......... ~ ..... . ••••••••••••••••••••• •••I II • EXISTING SHROB COMMONNAMI! "'I' Creeping Fig 269 .. Bower Vine 14 OMMON Ivy Geranium Pink Myoporum Trailing Purple Lantana fledding Begoniiil English Ivy flougalnvillea Japan,tse Honeysuckle SIZE NOTES 5 Gallon Remov, from nursery stake and attach to wan. see Detail v . Remove from nursery stake and 5 Gallon attach to wall, See Detail V, NOTE;S · 12' O.C. $ea Detail Q. 12• O.C. See Detail Q. 12• o.c. See Detail Q, . 1 Gallon 12' O.C. See Detail Q, Flats or · Contractor to ch!ilck avallabllity Pots and verify with Owner. 12" O.C, See Detail Q, ats or Pots ats or Pots 12• O.C. $ea Detail Q. 12• O.C. See Detail Q. 1 Gallon 18' O.C. See Detail Q. ots 12' O.C. $ea Detail Q, cODe BOTANICAi,. NAMS: ® Existing Shrub HYDROSEJ::D MIX FOR WATER QUAWTV VEGETATED SWALES coo eoTANICAL AMI COMMON NAME SIZI! . Festuca rubra Chewings Fe$cue Hydroseed 50% Festuoa longifolia Hard Fescue Hydroseed 25% festuca Ovlna Sheep Festuoa Hydroseed 25% Hydroseed Mix available atAgrono•Tec Seed Co. Phon11 (!i)09j 674-01!38. Slope Saver-2. Hydroseed Mix Appllcatlon: Seed ~ate: 500 lbs per ii\Cre. Mulc'1: Eco fibre wood mulch, 200 lb$ per acre. Binder: M-Binder 150 lbs per acre, Compact Esoallonia Texa, Privet India Hawthorn Weeping Yew Pine Carolina Laurel Cherry 83 5 Gallon Sell Detail A. 158 5 Gallon 1348 5 Gallon 58 . s Gallon 186 · 5 Gallon amtain as 4 " hlg heoge along building walls. See Detail R. Plant 38" O .C. Maintain as hedge 46' High hedge. See (:>etall R. Ian! 46" 0.C. Malnt:1111 as hedge 60!' High hedge. See Detall R. Double Stake per Detail P. P ant 4 • . . ainta n as· hedge 48" High hedge. See (:>etall R. Fraser's Red Tip Pholinla 480 · 5 Gallon !ant 4!3" O.C. Maintain as 48' High hedge. See Oet1;1il R. Xylosma New Zealand Tea Trei:1 New Zealand Flax New Zealand Flax Llly-oMhe-Nlle Day Lily 319 5 Gallon . . In an as 36" High hedge silong bulidlng walls See Detail A. 188 · 5 Gallon Sea Detail A. 61 · 5 Gallon See Detail A. 163 5 Gallon See Detall A. 192 1 Gallon 824 1 Gallon See Detail R. ~0% Orange, 8Q% Yellow. See Detail ~- Dwarf Heavenly Bamboo 362 . 5 Gallon See Detall A. Big Blue Lily Tun 47 1 Gallori See Detail R. New Zealand Flax 68 5 Gallon See Detail A. India Hawthorn variegated Pittosporutn 1595 • 5 Gallon Plant 36' O.c. Maintain as hedge 48' High hedge. See Oatall R, New Zealand Flax · 1 Gallon Plant at 12" 0.C. See Detail R, . COMMON NAME .. SIZ:E Notes ~ I ' l!:xistlng to rerni;iIn. Protem in Place. See notes on □I.an. I NOTES KEV MAP ' ~ NOTTOSCAbE " Standard, .Double stake p1;1r detail P, See Detail R. frachelosperrrum JasmiriOides Star Jasmine 1 Gallon 12• O.C. See Detail Q, "AS-BUILT APPROVED FOR PLANTING Standard, oouble stake p1;1r detall P. Seti Detail R. NO ES s ing to rama n. ro eot n lace. s · Ian TURF CODE BOTANICA NA.ME COMMON NAME SIZI! NOTES ' Dwan Marathon II SOd NOTE: ALL TREES LO· TED Wl1"HIN S FEET OF ANY HARDSCAPE SHALL BE INSTALLED WITH ROOT BARl'IIER. ROOT BAARIEfl $HALL BE Bl -BARRIER. sEe DETAIL s ON SHEET ?2, EE PLANTING NOTE$: TR Pia Pia Tre All nt trees minim urn 2: from curbs. nt trees rninirnum r from sewer lines. es shall not be planted in conflict with public utilltles. trees within 6' of any hardscape shall have root barriers. 6/26/08 REVISEO PER CITY COMMENTS . . . AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP, DAtE LOCATION OF PLANTING REVIEWEI) BY: AREAS. . INSPECTOR DAT~ 'J.1~1 /07 /Ill-. c0Nsmucr10N QHAN~e:. AEViBE NoRTH RET. w~U.ANQ Bu1LDJNG 11. ENTAV. L ,i:,. "> .... 1L ~ 0 CITY OF CAELSBAJ ls~5s I .. NOTES sling lo remain. Protect n lace. See notes on Ian SEIE SHEET 22 FOR PLANTING D~TAILS $EE SHEET 24 AND 25 FOR PLAf-:ITING SPECIFICATIONS SES SHEET 16 FOR PLANTING NPTES ~I I 1----0 S' 2Q' 40' $CALI::, I" :s:2O'-O" /,\ DAT!: INITIAL DATE INITIAL ENGINEE:R or WORK REVISION DESCRIPTION OTHER APPROVAL PLANNING DEPARTMENl' . PALOMAR FORUM LOTS 11 2 ANO 8 CARLSBAO, CALIFORNIA APP~+/ 9:-~1--qll .. 1-.:;-.:-, PLANNING . .OAT~ DWN 6Y: PROJE:Cl' NO. DRAWINQ NO. DATE INITIAL CHKO BY: P.1.P. 05-05 4J4-3i,. CITY APPROV,'I. RVWQ BY: .. ••••••••••• :0 g 0 TOO JOB NO. 04-049 DA'fBI 09--.»-0S M TCHLINE. s~e SHEET 20 • ._ ..... 11••······· .. ······ ·············••1~~ ~ ····················· ~ ■•■■■■■■•■■■ I 1\1 ------------- BUILDING 'P l'I0•5liAI-I! HY0~$1;'1:D!:P HI TH ;!LOP!! $AVEP!.~2 INSTALL ;2" TO 5' RIVE~ F!.QCI< ($ALT ANP Pl;:f'Pe~ WLOI". · A5 AVAll,.AlalLI! AT t<.J.,~ FtO<;l<J l'IITH PE~LEl l'lf;eP 6ARRl!;R (rr'P). ----------- PeRIME:TeR SHRl.l6S I TREE PI-ANTINQ NOT$$: Plant tree$ minimum 2' from curbs. Plant trees minimum 7' from sewer llnes. Trees $hall n9t be planted In oonfliot with public utilities. All trees within 5' of any hardscape shall have root barriers. SEE SHEET 22 FOR PLANTING DETAILS . . SEE SHf:ET 24 AND 25 FOR PLANTING SPECIFICATION$ $EE SHl:Et 20 FOR PLANTING LEGEND -- \ii --=--~~ , Fl;:E,-TALL :!IG-Rl:ENINi, HE:O.S.e I I I BUILDING 'E' ____ ............ ,.. --J MAINTAIN ALI-$,H~!Sl$ ALON$ THI! l;)UILPINI/) A$ A 5611 HIGH Ha:>~. HEP<;;)e $HAU. NOT oeeTRLJG. T ANY' VleH:!I F~M THI! EIVILPIN9 l'IINPOl'I$ (TYPICAL). ---------- ----------- ------- 8/26/09 z..i,, . .,~ ~ ... 1 --■Ii 0 ii' 20' 40' OATE INITIAL $EE SHl:ET 16 FOR PLANTING NOTES North 5CALE:, I "=.:20'-0 11 ENGINEER OF WORK -~ KEY MAP . NOT TO SCALE ,,AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING Rt\llEWED 6Y: AREAS. INSPECTOR DAiE Revl$ED PEFI CITY COMMENTS []u ~1,1 .. ,~ -r. ....:. ' C u..t,,., ,.A. \.>·'i 11-t:.. 1 CITY OF CARLSBAD ~ fl.ANNING Df:;PARTMENT 5 PAL.OMAR FORUIIII LOtS 1, 2 AND 8 CARLSBAD, CALIFORNIA I APPRO~ ~. ~-=tt-te -<; -=>,, I Pl.ANNING . . DATE. /,\ DWN BY: DATE INITl/\l. DATE INITIAL PROJECT N(). DRAWING NO. REVISION DESCRIPTION CHKD BY: P.1.P. 05-05 434-3L OTHER APPROVAL qfy APPROVAL RVWD 13Y: :! ' ;11 1 l..'=,~ ,_ · ;::.;: ' I -(2) 2 IN. DIA. X 10 FT. LONG l.OOOl!!FOLE FINE ST A1QE6, e!!T P!!FtFENDICULAR TO F!llEVAILING WIND&. 2 • V.I.T. 'CINCI-! TIES', OR EQUAL.. INST ALL P!!R MANUFACTUFtl!!'S 6FECIFICATION6. 5 • &ET CF<OU.N 2 IN. AeOVE FINle\4 ~E. 4 • CUT TOP eECTION OFF OF 6TAKE 6' BELOW Tl'<EE CANOPY. !, -FINle\4 ~E. 6 • BACKFILL/61!:E &FEC.> FUDDLE AND eETTl.E. 61!:T Tl'<EE 2 IN. Al!lOVE FIN. a.Ft 7 • 2 X ..OOT6ALL DIAMETEl't 8. 3 IN. WATERING eA61N, EXCEPT IN LAll.N Af'tEA6. Ftl!!MOvE AFTER MAINT. PERIOD. ':l • PLANT T A6L.ETS. INST ALL FER MANUFACTUFtER'S 6FECIFICATIONS. 10 • FL.ACE &TAKES OUTSIDE OF ROOTeAL.L. II • FIN. Gl'ADE AT EXl6TING et.OPE < A6 ReQ'D >. 12 • 4' FEl<FORATED FIFE W/6LACK l'<CUND G!'<ATE CAF • 4' MIN. AND 6' MAX. LE!NGTI-! ~FFED WITl-l FILTER FA61"tlC 13 • >4' GRAVEL. DRAINAGE SUMP Wltl-l FILTER i=Al!li'<IC EDGE NOTE, TIEES I!, GAL.LON SIZE OR SMALL.ER -~VIDE SINGI..E ST AKE. (I) P!!Ft IS GALLON TREE (2) FEl"t 24 eox TIEE AND LA~R TREES 24' BOX SIZE OR L.A~R • i"f,!OVIDE DOUBLE STAKE. CUT STAKE 6' el:LOW TREE CANOPY. 14 • h'-e>' MAXIMUM I!, • 10' ·0' MAXIMUM NOTE, TREES IN TUI'!" A~ TO !'<ECEIVI: ml:E Tl'<UNK f"ROTECTOFt AT BA&!!. e\4AL.L el: 'Af=!eOfl!l:l,Af'tD' 6Y DE!!F FIOOT. 16 -Tf'tEE PIT •!=ILL AND 61:TTLE WITl-l WATER A MIN. ® OF 24 !-!OURS ~!OR TO Fl.ANTING. TREE DOUBLE STAKING AND DRAINAGE ~--------1-!AF<DSCAFE 2 N. VAF<leS .---++----1--I IN. AT TUF<F 2 IN. AT 61-!11<U6 6l0•6ARRleF< AVAl.lAeLe AT 6UTLl:F<'& MILL SAN DIEGO, CA. /!&I'd) 263-i&IBI NOTS, NOTTO SCALE SU6MIT SAMFLE TO CITY INSPECTOR !=01'< AFFl'tOVAL Pl'l!IOF< TO INSTALLATION. 2 IN. I• TF<EE TRUNK 2 • 610-6A~ll:R 24' TOTAL LENGTI-! • 12' EITl-!Ef'< DIF<ECTION 3 • l:tx:.e Oi= 1-!A!'<D&CAFE /CU!'<e, PAVING, PAD, ETCJ ® ROOT BARRIER NOTTO SCALE •lL~~~~ ~ BUSINESSPARIC AVE. Slllil! C • SAN DIOOO. C\ 91J31 m•--•- TDG 108 NO. o+-049 DATE 09-.»-0S @ @ G)2tNCHES @ PREPARED SOIL @ FINISH GRADE OR WALK @) EQUAL (X) • SEE PLANT LIST @ PLANT TABL!cT @ CONCRETE CURB OR HARDSCAPE IMPROVEMENT. AS INDICATED ON PLAN. (J) EQUAL 1/2 (X) 1 2 PLAN GROUNDCOVER PLANTING 3 3 Q) # 3 BAR CONTINUOUS, CENTER IN SLAB (LAP 12" AT SPLICES). @ TURFSIDE. @ PLANTER BED. @ 1/2' RADIUS (TYP). @ 95% COMPACTED SUBGRADE. @) FINISH GRADE. NOTE: PROVIDE EXPANSION JOINTS AT 30' O.C. AND WHERE HEADER ABUTS CONCRETE PATIO OR WALK. 611 CONCRETE HEADER NOTTO SCALE G) ROOTBALL. @ CROWN -1/2" ABOVE FINISH GRADE. @ FINISH GRADE. @ FINISHED GRADE AT SLOPE. @ 2X ROOTBALL DIAMETER. @ BACKFILL MIX (SEE SPECS.). (j) PLANT TABLETS (SEE SPECS). @ 4" HIGH WATERING BASIN (IF REQ'D). @ UNDISTURBED NATIVE SOIL ® TREE / SHRUB PLANTING 9 8 10 CD WALL ' FENCE OR TRELLIS SURFACE. ® @ © VINE ATTACHED TO SURFACE WITH CLEAR PLASTIC TIES. NURSERY STAKE/ ESPALLIER (TO BE REMOVED) SE:T ROOT BALL TIGHT TO FOOTING. REMOVE ANY EXCESS CONCRETE IF NECCESARY. @ 4' HIGH WATERING BASIN. @ FINISH GRADE. (!) PLANTING TABLET· SEE PLANTING SPECIFICATIONS. @ BACK FILL MIX· SEE PLANTING SPECIFICATIONS. ® UNDISTURBED NATIVE SOIL. @ PIT DIAMETER • 2 X DIAMEfER OF ROOT BALL. @ CROWN-1/2' ABOVE FINISH GRADE. @ MIN. 4' BELOW FINISH FLOOR OF BUILDING. NOTTO SCALE SCALE 1'=3'·0" ® VINE PLANTING NOTTO SCALE "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. 1::XP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE 6/26/06 REVISED PE.R CITY COMMENTS CT[] CITY OF CARLSBAD ~ --PLANNING DEPARTMENT 2 5 PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA IAP~~tl 4. ~ I 1-'+-e"? PLANNING DATE Ii\ DWN BY: PROJECT NO. DRAWING NO. DATE INrrlsL DATE !NiTIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OITY APPROVAL RVWD BY: P.I.P. 05-05 434-3L SECTION 02480 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: 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 oil services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The General Conditions and Division 1 apply to this section os fully os if repeated herein. 1. Related Work: (o) Landscaping Section (02900) 1.03 SUBMITTALS: A. Submit a list of all irrigation equipment to be used, manufdcturer's brochures, maintenance manuals, guarantees and operating instructions. 1.04 GUARANTEE: A. Furnish guarantee In accordance with general conditions, for o period of one (1) year from dote of final acceptance -at conclusion of the Maintenance Period -on complete water irrigation system, including nonsettling of backfill in trenches which, if occurs, sholl be corrected, including repairs ond/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 City Inspector and Architect or his representative, Contractor shall notify City Inspector and Architect at leost three (3) working days In advance of time such inspection and/or direction Is required. B. Observation will be required for the following ports of the work: 1. Upon installation and testing of main lines and lateral lines; when pipes ore laid and ore to be submitted to pressure tests. Do not cover ony lines until they hove been observed and approved. 2. Upon installation and testing of valves, quick couplers, bockftow preventer device, automatic controllers, and control valves and wires. 3. When sprinkler system is completed, Contractor, in the presence of Architect, shall perform a coverage test to determine if coverage of water afforded the lawn and planting areas is complete and adequate. Contractor shall furnish oil materials and perform all work required to correct ony inadequacies to cover. 4. Final observation and perfonmonce test shall be at the some time as final observation of the landscape work. 1.06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test of 125 PSI for a period of four hours. All testing shall be in the presence of the City Inspector and Architect. Approval shall be received before backfilling any trench. Do not cover any lines until they hove been observed and approved. 1.07 RECORD DRAWINGS (AS-BUILT DRAWINGS): A. Befo@ final occeotance of work, Contractor sboll orovide a record set of drowinos showing sprinkler system work. 1. Any changes In loMtion of items or type of installations 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 lo nearest one-half foot. All mainline changes 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 and sprinkler heods serviced by that particular controller. All 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, roods and walls. A photostatic print of this plan. reduced as necessary and legible in all details, shall be mode to a si2e that will fit into the controller cover. This print shall be approved by the Architect and shall be hermetically sealed by plastic. 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, sidewalks, curbs and driveways. 1.06 GENERAL REQUIREMENTS: A. Code Requirements shall be those of State and Municipal Codes and regulations locally governing this work, providing that any requirements of the Dr<iwings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govem, unless written permission to the contrary is granted by the City Inspector. B. Extreme care 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 mode 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 place before Installation of sprinkler system. E. Scaled dimensions are approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions. F. Plan 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 have minimum clearance of six (6) inches from each other. and from lines of other trodes. Parallel lines shall not be installed directiy over one another. H. Dielectric bushings shall be used in any connections with piping of dissimTTar metal materials. I. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves and provide all fionges, adapters 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, Contractor shall acquaint himself with all site conditions. PART 2 -PRODUCTS 2.01 MATERIALS: Pipe sizes shown are nominal Inside diameter unless otherwise noted. • TESHIMA OF.SIGN GROUP LANDSCAPE AltCHl1EC'lURE • I.AND PLt\NNINO 9918 BU!llNllSSPARK AVB. SUII1! C • SAN tmX), CA 9'D m•--•- TOO JOB NO. 04--049 DATE 09-J>-05 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 o 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 the lines are part of a reclaimed water sprinkler irrigation system. Stenciled pipe, as specified below, will be accepted in conjunction with warning tape. (a) Pressure mainline piping for sizes 2• ond larger shall be PVC Class 315, and shall oe purple. (b) Pipe shall be mode from an 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 on Appropriate Standard Dimension (S.D.R.) - (Solsent Weld Plpe). (c} Pressure mainline piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints, and shall be purple. ( d) Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to the ASTM Resin Specifications "D1785". All pipe must meet requirements as set forth in Federal Specifications PS-21-70. (e) PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure D2466. (f) Solvent cement and primer for PVC solvent weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. Mainline pressure pipe shall be solvent welded utilizing o two step process with primer ond gray glue, ( g) All PVC pipe must bear the following markings. 1. Manufacturer's Name 2. Nominal Pipe Size 3. Schedule or Closs 4. Pressure Rating In P .S.I. 5. NSF (Notional Sanitation Foundation) Approvoi 6. Date 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" and above, shall hove 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 have 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 made from NSF approved, Type 1, Grode 11 PVC compound conforming to ASTM Specifications "D1784". All pipe must meet requirements set forth in Federal Specification PS-22-70 with on appropriate Standard Dimension Rt,tio. (c) Except as noted in Paragraphs (a) and (b) of Section 2.01.AJ(a) and (b), oil requirements for non-pressure lateral line pipe and fittings shall be the some cts 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 shall be 3/4" PIPE. 3. Polyvin)-1 Chloride Pipe Fittings and Connections: Type I!, Grode 1, Schedule 40, high Impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings ore not acceptable. Furnish fittings permanently marked with following information: Nominal pipe sl2e, 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 jocket, styie BR (Direct Burial) or equal, color code wires to each valve, common wire shall be white. 0. Automatic Controller: 1. Controller shall be furnished and installed complete with oil 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 o minimum stations as shown on Irrigation Legend. 3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shall be 120-volt, 60-cycle 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 adjustable from 1 to 59 minutes. 7. Control panel shall be removable plug-in type. 6. Mechanism shall be housed in sturd!', vandal-proof cose, manufactured of 14-gouge steel, or case aluminum; furnished for maximum exterior protection. 9. The clock and oil working parts of the controller shall be contained within one protecting cover. E. Control Valves: 1. Remote Control Valves shall be of all Plastic body. Valve shall be provided with on adjustable flow control stem and shall be operable manually without electricity. F. Valve Box: 1. For remote control valves 9-1/2" x 16" x 11• rectangular box manufactured by Corson Industries #14129-128 with purple bolt down cover or approved equal. 2. For boll valve: 10• x 10'1/4" round, Corson Industries ;1!910-128 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. Boll Valves: 1. Ball valve 1 Inch size to 2 inch size shall meet ASTM standards with seals which ore self adjusting to compensate wear. Ball solves shall have molded micro-finish ball with low torque requirements to operate unit manually. Boll valve shall hove o patented feature -"Preloaded" stem seal and impact resistant handles. 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) 46" tee wrench for operating gate vol.ves. 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. Locaticcs on drawings ore diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed to meet existing conditions and obtain complete water coverage. Locate and stake all work and obtain approval of Architect before installations. B. Install and extend system as shown on drawings, and as necessary to 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 roam for pipe fittings, testing and inspecting operations. Do not backfill until pipe system hos been subjected to hydrostatic test as specified. 2. Depth o: cover in the Trench: Polyvin)-1 Chloride Pressure Line 18" minimum Polyvin)-1 Chloride Non-Pressure Line 12" minimum Polyvin)-1 Chloride Non-Pressure Lines for drip system lateral lines shall be Installed at 12" depth. Installation of Polyeth)'lene Distribution tubing: Distribution tubing shall be cut into lengths \hot 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 finmly 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, and 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 and materials. 6. Backfill trenches, after approval of piping, with suitable and approved material, lamping soil around pipe and thoroughly compacting all trench fills until 90% compaction hos been achieved. 7. Backfill material 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 o 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 extemol load at any point. 3. Any pipe that has been dented or damaged shall be oiscorded until such dented or damaged section is cut and rejoined with a 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 P66 Primer, or equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting ond gluing together. 6. Pipe sholl be snoked 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. 6. No water shall be penmltted in the pipe until inspections hove been completed and o period of at leost 24 hours has elapsed for solvent weld setting and curing. 9. Plastic to metal joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 10. Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 11. Solvent-weld Joints: Assemble per manufacturer's recommendation. 12. Thrust block 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 ond irrigation piping in common trenches wherever possible. 4. Control Wire Splices: Allow only on runs of more \hon 300 feet, splices as follows: (1) Strip off minimum of 2-1/2 inches of insulation from each wire. (2) Twist on Scotohlock 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 Togging: Identify direct burial control wires from outomotic valves to tenmlnol strips of controller at terminal strip by tagging wire with number of connected valve. 6/26/06 REVISED PER CITY COMMENTS 2. Product: 1" -2" si2e (King Bros. Lo-torque boll valve models Lt. size (King Bros. Block true union ball valve models Valencia, California (800)541-2672 or (805)257-3262. 1000-t thru Lt.2000-t) 2" -4• 91384 Phone: J. Concrete footings shall be 2,000 psi concrete at 28 days. K. Bockflll shall be clean fill soil. I,\ DATE INfTIAL ENGINE£~ OF WO/!c:K REVISION DESCRIPTION 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. Electricol wlrin~ shell be in a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for installing oil 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 voive 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 underside 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 ofter the system has 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 and 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. Backfiow Preventer: 1. Bockflow prev~ster assembly shall be Installed In accord with manufacturer's specifications, located and os directed on drawings, and shall conform to oil applicable code and ordinance requirements. City Backflow Specialist shall approve location and installotlon (760) 431-7152. 2. Exact location and positioning shall be verified on the site by Architect. K. Pressure Regulator if needed shall be Installed as 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 all sprinkler heads that do not have 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 than 150 ft. apart. N. Sleeving: 1. Crossing of vehicular path with irrigation pipe or wiring shall be avoided wherever possible. If o crossing must be made, Schedule 80 PVC sleeves shall 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 at a minimum depth of 16" below finished grade. 3. Sleeve sites for Irrigation lines shall be o minimum of two (2) times the size of the line 1t serves. 4. Controller wires located under streets or other permanent improvements shall be installed in separate PVC sleeves ond corresponding to type and depth as specified on L-1. ond L-2. 3.03 CLEAN-UP: A. As project progresses, Contractor shall maintain all areas in o neat manner and remove unsightly debris as necessary, After completion of the project, Contractor shall remove oil debris and containers used In accomplishing work. He shall sweep and clean all sidewalks, asphalt, and concrete areas adjacent to plantings. ••• APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. I 523T I "AS-BUILT " P.E. EXP. ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CALIFORNIA IAP)l!]° 6r-~t..;,--tt-: PLANNING DAT!: DATE SHEETS 25 1-~•e1 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL OAiE INITIAL CHKD SY: P.I.P. 05-05 434-3L OTHER APPROVAL CITY APPROV.A.L RVWD BY: ~ --c 1 OJ I r .,~.., "' U' SECTION 02900 LANDSCAPING PART 1 -GtNERAL 1.01 GENERAL CONOITIONS A. Drawings and General Provisions ol 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. 1.02 SCOPE A. The work Includes all services, labor, materials, transportation and equipment necessory to perform the work indicated on the drawings and as specified herein and as required to complete properly the controct. B. Related Work: 1, 1.03 SUBMITTALS Irrigation (Section 02480) A. See requirements in General Conditions, and Section 01340. 8. Contractor shall submit a typewritten list with specifications of oil feasible moteriols, including soil amendments, fertilizers, plant materials, etc., with quantities of each. 1.04 DEFINITIONS OF TERMS A. "Planting Area" shell mean all areas to be seeded, sodded, planted with trees, shrubs, ond/or groundcovers. 1.05 GUARANTEES AND REPLACEMENTS A. Plant Moleriols: Plants (15-gallon size ond larger) shall be guaranteed to live ond grow in healthy condition during the agreed upon 90 day maintenance period or until final acceptance (3.20 Part B). Plant material will continue to be guaranteed for one (1) year. B. Plant material smaller than 15-gollon size: Shall be guaranteed to live and grow in vigorous healthy upright condition for 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 some kind and size as specified in the plant list. They shall be furnished, planted and fertilized os originally specified at no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings ore approximate, Before proceeding with any work, the Contractor shall carefully check ond verify oil dimensions, quantities, and grade elevations, and shall 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 take proper precautions to avoid damage to such improvements, In the event of conflict between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be mode for relocation os necessary. FoHure to follow this procedure places upon the Contractor the responsibility for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS During the construction and mointenance period, the Contractor shall take every precaution to protect and ovoid damage to sprinkler heads. irrigation lines, drainage lines, and all other underground facilities and all paving, structures, fixtures, and existing plantings. The Contractor shall be held responsible for ony and oil damage to such Improvements and shall completely repair or replace the same at no cost to the Owner. 1.08 INSTRUCTIONS AND OBSERVATION A. All changes end deviations to the plans and specifications shall be confirmed in writing via the Landscape Architect. 8. The Contractor shall be available on cell to make a Joint observation with the City Inspector and/or Landscape Architect. The Contractor shall hove sufficient work personnel avoiloble during normal worktng hours to correct deficiencies immediately upon request of the landscape Architect. Such repair or re-work services are to be performed without interference to regular project schedule. C. Plants shall be subject to approval by the Owner's Representative at the place of growth and/or upon delivery to the site for quality, size and variety. Such approval shell not impair the right of observation and rejection at the site during progress of work for size, condition of root ball, latent defects, or injuries. Rejected plants shall be removed immediotely from the site, unless otherwise approved by the Landscape Architect. D. Site observations 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 odvonce of an observation. An observation will be made 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 <)Och observation. The Contractor will not be permitted to initiate the succeeding step of work until he hos 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 approval of materials and equipment to be used, and methods of installation. 2. Incorporation of soil conditioning and fertilizing into the soil: Soil tests performed by a pre-approved soil testing the laboratory shall be submitted and paid for by the Contractor for agricultural suitability and approved by the Londscape Architect and City Inspector once rough grading has been completed, and prior to installing any pion\ 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. • TESHIMA DESIGN GROUP lANDSCAPE AllCHlTECIURE · LAND Pl.ANNINO ~ JIUSINl!&'IPARK AVS. svrm C • SAN DJEG0. CA !l2l3I m•--•- TOO JOB NO. 04--049 DA'J:'B: 00-»-0S 6. Pre-maintenance observation: When planting end all other indicated or specified work, except the Maintenance Period, hos been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. this Is not a final observation or acceptance, and it does not relieve the Contractor 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 observation shall establish the beginning date 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 ony requirements necessary for completion an~ 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 unsultoble weather, or such other conditions as ere considered unfavorable for tr.e reasonable performance 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 all materials in such a manner that they will not become an 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 all open excavations 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 obtolned. If the moisture content of the sail should reach a level that working it would destroy the soil structure, spreading, groding and tilling operations shall be suspended until the molsture content reaches acceptable levels ond the desired results are attainable. 1.10 CERTIFICATIONS 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 brand, 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. B. The Contractor shall notify the Landscape Architect in advance when all materials are to be delivered and the manner of shipment, and shall furnish therewith on Itemized list, in duplicote, of the actual quantity of material 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 de!lvery of plant material shall include invoices certifying that subject material has been inspected as required by the State Agricultural Code prior to acceptance or planting. Particular core, using approved equipment, shall be exercised to ensure safe loading, unloading, shipping and handling for all plantings from source to in-place locotlons indicated on the drawings. 1.11 PLANT MATERIALS A. Quantities for plant materials ore shown per pion for convenience only and not guaranteed. 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 grading, 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 materials, shall invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rotes of application have not been met, the Landscape Architect will require the distribution of additional quantities of these materials lo fulfill the minimum requirements specified. 8, After installation of plant materials, but prior to the pre-maintenance site observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related items, shall invoice such moteriol1 comparing the total oreo and/or the amounts specified. If the minimum amounts have 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 shah be delivered to the Landscape Architect within 15 days after recording of the contract for submittal to a testing laboratory, along with specifications of eoch 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 borne by the Contractor. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. It Is the intent of the pro Ject that certain areas of the existing plant materials shall be retained. Prior to the removal of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remain. 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 all trees that ore to remain in the project. Domoge to o plant which results in death or permanent disfiguration shall result in the complete removal of the plant, Including roots, from the site by the Contractor. The Contractor at his own expense shell replace the plant with one of equal value as established by the Landscape Architect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained, The Landscape Architect shall be the sole judge of the condition of the plant. D. All existing trees that ore to remain shall be protected ot all 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 Contractor shall insure that no fotelgr material and/or liquid, such os paiht, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on any soil within the dripllne (the outside edge of foliage overhand) of any tree or shrub or within 6' of the trunk of a vine. Should any such poisoning of the soil occur, the Contractor shall remove said sell as directed by the Landscape Architect ond replace it with acceptable soil at no expense to the Owner. F, Excavation adjacent ta existing trees and shrubs: Where it is necessary to excavate in close proximity to existing trees and shrubs, oil possible caution shall be exercised to avoid injury to roots and trunk, Excavation close to trees shall be by hand, tunneling under roots 2" and 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 convcs. PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and first grade quality and shall be In prime condition when Installed ond accepted. All commercially processed and/or packaged moterials shall be delivered to the $ile in the original unopened containers bearing the manufacturer's guaranteed analysis. 2.02 SOIL AMENDMENT AND FERTILIZER SHALL BE F'OR. BIDDING PURPOSES ONLY Specific soil test shall be conducted after grading operation has token place. /J. (;;:h.-.11 h .. a w.-.r.rl ,. ' ' n .. .-jvbli fr,,,-· l'\f ·• ,,. wkl-!-1:1 fir nnrf/ar 1".ciA fir Amendment snail upon analysis contain ct least 1. nitrogen \On a dry weight basis) with on ash content not to exceed 15%. A commercial grade product shall be used. Contractor shall supply Landscape Architect or his appointed representative with a sample of the proposed amendment accompanied by a laboratory analysis from on approved laboratory illustrating degree of compliance. Guarantee = wt/cu/yd. = 460# -720#, Ammoniac nitrogen = 1.0%. pH (less than 6.8), Salinity (total soluble salts = 3.0 MMHO), Density= 20# cu.ft. Properties = (gradation sieve size) -No. 6 -95% minimum passing; No. 8-80% minimum passing; No. 35 -30% minimum passing. Wetobility -to be in compliance with standards. as per American Society of Agronomy 8. Agricultural Grade Gypsum -Sholl be a (Ca S04 -H20) calcium sulfate product -94.3%. 90% shall pass a .50 mesh screen. Chemical reaction will remove Sodium attached to soil particles, Gypsum also loosens heavy clay soils through electro-chemical action. Control of dust during application is mandatory. Shall be U.S. Gypsum, Delmar, Sof'N'Soil, or Bondin!, if not available, shall be equal to. C. Sulfur (Soil) -Shall be elemental sulfur (99.5%) commercially prepared so that 46.9% posses a 50 mesh screen, Shall be Wil-Gro, Union Chemicals or Baker Industries, if not available, shall be equal to. D, Iran 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 a commercial grade flowable fertilizer wlth-1 % nitrogen, 10% phosphorous pentioxide and 10% potassium sulfate. No Potassium Chloride is to be used, Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphosphcte and Cottonseed Meal. Potash from sulfate of Potash and Cottonseed Meal. Screen analysis: % retained on stacked screen-approximately B-mesh 24.2%; 20-mesh 75.2%; 48 -mesh 0.2%. Available percentage weight of plant food: Nitrogen 1.0% min. Phosphoric acid 10.0% min, Potash 10.0% min. Sholl be Wil-Gro, Bondin! or Kellogg. If not available, shall be equal to. F. Post Plant fertilizer (Mointenonce): Fertilizer (commerdal) shall be o combination of natural organic and inorganic granular fertilizers, free-flowing, suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen 1.25% Water Insoluble Phosphoric ocid Potash 1ron Zinc Manganese Calcium 14.0% min. 4.0% min, 8.75% Water Soluble 7.0% min. 3.0% min. 2.0% 0.15% 0.15% 2.0% Organic Nitrogen is derived from Ureo and Cottonseed Meal. Phosphate from Superphosphote and Cottonseed Meal. Potash from Sulfate of Potash end Cottonseed Meal. No Potassium Chloride is to be used. Sulfur from Sulfate of Ammonia. Calcium from Superphosphate, Iron from Ferrous Sulfate and mixed Sulfides. Zinc and Manganese ore expressed as metallic and in their elemental form. Screen analysis: {% retained) -approximately: 4 mesh = 1.3%; 8 mesh = 24.2%; 20 mesh = 74.0%; and 48 mesh 0.05%. Sholl be Wil-Gro Fairway, Bandini, or Kellogg. If not cvoiloble, 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 avallable, shall be equal to. 20.0% min. 10.0% min. 5.0% min. WEED ABATEMENT PROGRAM Ingredients 1. 50% Scythe 2. 50% Glyphosate (Roundup) Preparation: FIii the spray tank with the required amount of water, then add above mixture. Agitate thoroughly at mixing and re-agitate occasionally during use. Rates: Above mixture may be used at rates from 3% to 10% volume to volume In water. Use the lower rates for tank mixing with glyphosate and medium rates when applying alone to weeds less than 6 inches in height Apply above mixture at the higher rates for weeds greater than 6 inches in height. Application: Use a backpack or handheld sprayer or a conventional spray rig. Be sure to thoroughly cover all of the target plants' foliage. Timing: For fastest kill, apply on a warm, sunny, day, Do not apply during windy conditions that could carry spray to desirable vegetation in nearby locations. 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. Rate of application is for bidding purposes only. Soil test may reduce or increase total sell yardage amendment end chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments at the fQliowing mixtures: Soil Amendment1/2 c.y. Stock Plied site soil 1 /2 c. y. Gypsum5 lbs. per /cu/yd, of mix Sulfur (so1I}1 lbs. per /cu/yd, of mix Iron Sulfate1 lbs. per/cu/yd. of mix Pre-Plant (1-10-10) 3 lbs. per/cu/yd. of mix (olso see 3.04 Exterior Planter 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 California, College of Agriculture, Manual 32 (1963). See list of plant moterlot on rlrawings. B. Labeling: Each group of plant materials delivered on site shell be clearly labeled as to species and variety. However, final determination of plant species and variety will be made by the Landscape Architect and whose decision will be final. All patented plants (cultivcr) required by the plant list shall be delivered with a proper plant potent attached. C, Quality and Size: All plants sholl be vigorous, of normal growth, free from diseases, insect$, insect eggs, and/or exceed the measurements specified. D. Container Stack: Sholl have grown in containers for at least six months, but not over two years. No container plants that have 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 bolls 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 slte of their shape shall be conducted only with the approval and in the presence of the landscape Architect. F. Inspection of Plant Moteriols: Required by City, County or State authorities, shall be a responsibility of the Contractor, and when necessary he shall have secured permits or certificates prior to delivery of plants at site. G. On-Site Inspection of Plant Materials: Plants sholl be subject to inspection and approval or rejection at the project site at any time before or during progress of work for size, variety, condition, latent defects ond injuries, Rejected plants shall be removed from the project site immediate! y. 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 materials. The plant materials shall meet all applicable Inspections required by low. All plants shall be the species, variety. size, age, flower color and condition as specified herein and/or as indicated on the drawings. Under no condition will there be any substlt\ltion of plant species, variety, or reduced size for those listed on the accompanying drawings, e~cept with express written consent of the Landscape Architect. I. Ri9ht to Changes: The La.ndscape Architect reserves the right to chonge 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 or\ginol bid. The Contractor shall be notified and confirmed in writing prior to sixty (60) daye before the planting operation has commenced, Changes in the size and/or varlet/ of any plant to be furnished which involves a reduction or addition in cost shall be adjusted 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 handled and stored so that they are adequately protected from drying out, from wind burn, and from all other injury. All plants determined by the Owner's representotive to be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shell be approved by the Owner's representative prior to the delivery of ony plant materials. L. Shrub and Tree Samples: Typical samples, three each of all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materials shall be submitted for inspection approval at the site a minimum of fifteen doye prior to planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comporison for plant materials to be furnished. Samples will be incorporated into the work. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT P.E. REV! EWEO BY: INSPECTOR " DATE DATE REVISEDPERCITYCOMMENTS ~ CITY OF CARLSBAD ~ t---t--+-----------------J--+--+--+----J ~ PLANNING DEPARTMENT ~ 6/26/06 ;::::=='.-=:=========-==::::; PALOMAR FORUM LOTS 1, 2 AND 8 CARLSBAD, CAl.,IFORNIA I AP~~:r 4,:, ~\~it I , '+· a>I ~=====;====;~;==============================~====~=====~====~===~ ::· P;;;LA;:;;:;:N::;N;:IN=G===;-;:::==::::;,:~::;::::::::=:::::;~:;:=,D:::A::TE:=::;; 1" OWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CRVWHKDD BBYY:_· ---P.LP, 05-05 434-3L OTHER APPROVAL C!TY APPROVAL OATE !N1TIAL ENGtNEER OF WORK REVISION DESCRIPTION M. Specimen Tree Selection: 1. One sample each of each tree variety and size, as called out on drawings, 24" box and larger shall be delivered to the project site for approval prior to installation. 2. The Contractor shall immediately remove ony trees not approved. 3. The Contractor at his option and at his expense, can retain the services of the Landscape Architect to revlew trees 24" box size or larger togged at the nursery and/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 as manuf. by Sierra Forest products, phone (209) 535-1502, or approved equal. Contractor shall 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 oppropriote dead man. Wire loops at branches shall be covered by 2-ply reinforced rubber 1/4" in diameter. Guy wires shall be flagged with 1/8-inch diameter x 4"-0" length surgi¢ol tubing. 2.8 ROOT BARRIER A. Root barrier shall be o multi-year root control system consisting of herbicidal time-released nodules permanently ottoched to a permeable geotextile fabric which will inhibit plant root encroachment. Active lngredient:Trlfluralin (o,a,a -Trifluro-2,6-Dinltro -N,N --Dipropyl -P -Toluidlne)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 Contractor. 2.10 WEED CONTACT HERBICIDE A. Weed contact herbicide shall be os determined by the Contractor. 2.11 LAWN A. All lawn areas shall be sodded with Marathon Ill Dworf Fescue blend. PART 3 -EXECUTION 3.01 INSPECTION A. Examine proposed planting areos and conditions of installation. Do not start planting work until unsotisfoctory conditions are corrected. 3.02 PREPARATION A. General: The areas to receive trees, shrubs ond groundcover plantings ond 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 hondllng and placing oil required material shall be on hand in good working condition. Work shall be performed only during periods when beneficial results con be obtained. B. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation In the oreo to be planted shall be grubbed, raked, and cleared from the site. The ground surface shall be cleared of all material which hos accumulated during construction and all material which might hinder proper grading. tillage, planting ond subsequent maintenance operation. All grubbed materials and debris sholl be lawfully disposed of off the site by the Contractor at his cost. C. Obstruction Below Ground: All subsurface rocks over 2" in diameter ond other underground obstructions shall be removed to the depth necessary to permit proper fine grading, tilling, or planting according to plons ond specifications. All abandoned utility lines uncovered or severed shall be cut below grode ond copped or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines is shown on the plans or hos been mode known to the Contractor, oil damage to these lines shall be repaired by the Contractor in a manner approved by the Landscape Architect and affected utility. D. Deep Ripping: All oreos (including slopes) to receive groundcover, shrubs, ond hydroseeding 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 bidding purposes only. Soil test may reduce or increase total soil amendment yardage. Adjustments (plus or minus} moy be necessary. Contractor shall obtain ot least two sail tests of rough grade ot site and submit results to the Landscape Architect for interpretation and recommendation. B. After the areas hove been deep ripped, the following rotes of soil amendment materials shall be evenly spread over all planting oreos and shall be thoroughly scarified to on overage depth of six Inches by roto\illlng a minimum of two alternating passes. Amendment must be intimately blended with soil. son amendment: 6 cubic yords 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 ot the rote 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 ond incorporation of the soil amendments shall be acceptable to the Landscape Architect. Siopes 2: 1 and steeper or as per the drawings omit soil conditioner oppllcotlon and tilling. 0. Deep Water Leaching and Soil Testing: Deep water leaching shall be competed as recommended by a certified ogronimic laboratory. The following process for deep water leaching 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 woter leached three (3) times over o five (5) day period. Apply 1/2" water at each application. Walt one (1) day between applications. 2. One day after 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 a 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 reeding for o particular areo tested is above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings ore not above 2.0 E. Care shall be token that the rote of opplica\ion 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 emended soil and brought to finish grade. • TESlllMA DESIGN GROUP I.ANDSCAPB ARam'BCIURE . I.AND PIANNINO 9903 IIUSINESSPAltK AVB. StJrra C • MN DIBCIO, CA 92131 Ill' --PlOO -- TOO JOB NO. 04-049 DATE: OCJ-30-05 G. Apply Noiod Wetting Agent, Sorvon or equal 4 oz. per 1,DOO s.f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFILL A. Backfill for exterior planters: Sholl be as specified in Section 2.04. Prior to backfilling Planter, Contractor shall install "Monolink Irrigation System• per manufacturer's specifications. 3.05 FINISH GRADING A. Finish grades shall be os indicated on civil pion. B. Finish grades shall be measured ofter the ground hos been watered-in and mechanically compacted ond settled. The final grade shall be within plus or minus 0.1 fool of the spot elevations and grade lines indicated on the Civil drawing. C. Ease top and toe of oil existing slopes. D. All undulations and irregularities in the planting surfaces resulting from tillage, rototilling and all other operations sholl be leveled and floated out before planting operations ore initiated. E. The Contractor shall toke every precaution to protect ond avoid damage to sprinkler heods, irrigation lines, and other underground utilities during his grading and conditioning operations. F. Final finish grades shall insure positive drainage of the site with all surface drainage owoy from buildings, walls, aver 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 drainoge. I. All rock and debris shall be removed from planting areas ond then from the site In accordance with the following criteria, 1• dia. in lawn areas, 2" dio. in shrub area, 2" die. in h ydroseed areas. J. Finish grade sholl be 2• below finish paving surface in shrub oreos. 3.06 PLANTING INSTALLATION A. Timing: Actual planting shall be performed during those periods when weather ond soil conditions are suitable and in accordance with locally acceptable practice. B. Layout of Trees: All trees(24" box size ond lorger)sholl be placed in the landscape per the direction of the Landscape Architect prior to installation of Irrigation system. The trees shell then be moved so that planting holes can 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 final 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 and debris shall be legally disposed of off the site by the Contractor at his cost or utilized on the site os directed by and at the option of the Landscape Architect. 3.07 PLANTING 1REES, SHRUBS AND VINES A. Soil moisture level prior to planting sholl be no less than horticulturolly acceptable. The Contractor shall request approval of moisture, and if found to be insufficient for planting, the planting pits shall be filled with water and allowed to drain before starting ony planting operations. B. All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be In oil cases large enough to permit handling and planting without injury or breakage of root bolls or roots. C. Excavation shall include the stripping and stacking of all acceptable soil encountered within the areos to be excavated for plant pits and planting beds. Protect all areos that ore to be trucked over and upon which soil is to be temporarily stacked 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 eorth surrounding the roots is not broken, and they shall be planted and watered immediately after the removal from the contoiners. E. The plants shell be planted at approved loc-0tions with the heretofore specified amendments and soil planting backfill. f. Backfill shall be placed at the bottom of each hole ond thoroughly watered and compacted to o depth so that when a plant is placed in the hole, Its root crown is slightly above the established final 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 ot the following rotes and per the monufacturer•s recommendations.; 1 -5 grom 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 grom tablet per each 4 Inch box size. Random testing to verify planting tablet installation sholl be conducted by the Landscape Architect. H. No plant will be accepted if the rootball is broken or cracked, either before. during, or after the process of installation. I. All plants shall be thoroughly watered to the full depth of each planting hole immediately ofter planting. J. Guying: All trees and other plants Indicated on the plans shall be guyed os detailed. K. The Contractor shall be responsible for all surface and subsurface drolnage required which may affect his guarantee of the trees. shrubs and vines. L. Pruning ofter planting shall be required on all trees, shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes chorocterisUc to eoch plont. Pruning may include thinning, topping, and/or cutting and sholl 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 diometer and debris. B. If the top four (4) inches of soil in the area to be planted in groundcover is not sufficiently moist (hortlculturally acceptable standards), the area shall be thoroughly irrigated and no less than twelve hours shall poss before planting. C. Groundcover plants shall be grown in flats. Variety indicated on the plant list. Flot grown plants (rooted cuttings) sholl remain in those flats until transplanting. The flats soil sholl contain sufficient moisture so that it wili not foll apart when lifting the plants. Plants shall be protected at all times to prevent drying of the root ball. D. Groundcovers shall be planted In staggered, random rows and evenly spaced unless otherwise noted and ot Intervals called out in the drawings. E. The size of planting excavation for groundcover shall be at leost twice the depth of the root boll. F. Each plont shall be planted in a manner that will ensure minimum disturbance of the root system, but in no cose 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 orea shall be hand-smoothed ofter planting to provide on even and smooth final finished grade. To ovoid drying out groundcover, plants must be irrigated ofter planting. This may be done manually or by using the installed irrigation system. Repeated applications may be required, especially on a sloping site. This initial irrigation shall continue until a 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) ond apply fertilizer ot the rate of 1 lb. per 1" caliper in holes. Fertilizer shall be Wil-Gro14-7-3, Fairway, Bondin!, or Kellogg. If not ovailable, shall be equol to. B. Shrubs -Post fertilization shall occur 60 days ofter planting and apply fertilizer at the rate of 1 teaspoon per eoch 1 gallon plant ond 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. Groundcover and lawn oreas -Post fertlllzatlon shall occur 60 days ofter planting and apply fertilizer at the rate of 7 lb./1,000 s.f. Fertilizer shall be (14-7-3) Wil-Gro, Fairway. Bondini, or Kellogg. If not available, shali be equal to. D. All planted oreos shall receive Sarvon, Naiad Wetting Agent or approved equol, 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 a healthy, growing condition by watering, ferllllzing, pruning, spraying, weeding end all other necessary operations of maintenance. All areas shall be kept free of weeds and noxious grosses and clean and free of rocks, clods, and debris. All paving and walks shall be kept clear, cleon and washed down. B. Establishment Period: Trees, Shrubs, Vines ond Ground Covers -The establishment period sholl begin on the date that the Landscape Architect inspects ond 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. Maintenance Operations: Plants shall be kept In a healthy, growing condition by watering, pruning, mowing, reseeding, rolling, resoddlng, trimming, edging, fertilizing, restal<lng, pest control, spraying, weeding and all other necessary operations of mointenonce. Planting beds shall be kept free of weeds, gross and other undesired vegetative growth, and lawn areas shall be kept free from all weeds. During the specified maintenance period, oil plants that ore dead or severely distressed shall be replaced Immediately. All seasonal color, annuals or perennials shall be maintained in o vigorous, healthy condition through the maintenance period. D. Extended Maintenance: When, in the opinion of the Landscape Architect, there Is Improper maintenonce, poor or unhealthy condition· of plont materials, the Contractor shall be responsible for additional maintenance of the work at no additional cost to the contract until all 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. Werning signs and barricades shall be placed in various high- traffic areas. Damaged oreas shall be repaired immediately by the Contractor. F. Weeding and Cultivating: All tree, shrub, groundcover ond hydroseeded areas shall be kept free of debris and weeds. Groundcover and shrub areas sho!I be cultivated at intervals of not more than fourteen (14). days minimum. G. Replacement: During the maintendnce period, plants which die or which ore in on unhealthy or bodly impaired condition shall be replaced by the Contractor within fourteen (14) days ofter unsatisfactory condition is evident. No replacement of plantings shall be mode in any season definitely unfavorable for planting. 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 some kinds and sizes as originally specified. Such replacement sholl be made In the some manner as specified for the original planting and at no extra cost to the Owner. H. Acceptance: At the conclusion of the maintenance period, on inspection shall be mode by the Landscape Architect, upon written notice requesting inspection before acceptance. Maintenance period sholl continue until all deficiencies ore corrected. • •• HYDiilOSEED NOTES E.3-1 E.3-1.1 CITY OF CARLSBAD SLOPE REYEGETATION/EROSION COMTRc>i. POLICIES AND REQUIREMENTS SLOPE PLANTING SLOPE PLANTING STANDARDS Slopes 6: 1 or steeper requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a. Standard #1 · COVER CROP/REINFORCED STRAW MATTING. Cover crop shall be a seed mix typically made up of quiek 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. Type of reinforced straw matting shall be as approved by the City and staked to the slope as recommended by the manufacturer. Reinforced straw matting shall be required when planting occurs between august 15 and aprll 15. During the remainder of the year, the cover crop and/or reinforced straw matting rnay be used. b. Standard #2 · GROUND COVER One hundred percent (100%) of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. Standard #3 -LOW SHRUBS Low spreading WOOdy shrubs (planted from a miminum of 2¾ 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 or steeper and: a. 3 feet or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1. b. 3 feet to 8 feet In vertlcal height require Standards #1, #2 and #3. c. In excess of 8 feet 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 mare of the following conditions: a. Sheet graded pads not scheduled for improvements within e months of completion al 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 frtable, loose seed bed. 1. Hydroseed preparation and application shall conform to all County of San Diego guidelines and restrictions regarding erosion control BMP. b. Application rates shall be 3500 pounds per acre minimum for 2: 1 or shallower slopes and 4000 pounds per acre for slopes steeper than 2:1. c. Fiber mulch shall be applied at a minimum rate of 2,000 pounds per acre except when used In conjunction with straw mulch, when It b. Prior to the acceptance of the hydroseeded areas by the Landscape Architect, the Hydroseed Contractor/Applicator must submit a letter to the County lnspactar for approval certifying that the BFM has been installed in accordance with the approved application rates and coverage requirements and that the hydroseed growth Is adequately established to prevent erosion. 2. Equipment: a .. Hydraulic equipment used for the application of the fertilizer, seed ana slurry of prepared bonded fiber matrix (BFM) shall be of the ''Super Hydro-Seeder' type as approved by the San Diego County Engineer. This equipment shall have a built-in agttation system and operating capacity sufficient to agitate, suspend, and homogeneously mix a slurry containing not less than 3500 pounds fiber matrix per acre and 300 pounds 15-15-15 mix per acre. b. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray noules which will provide a continuous non-fluctuating discharge. The slurry tank shall have a minimum capacity of 1500 gallons and shall be mounted on a traveling unit -either self-propelled or drawn 5. shall be applied at a minimum rate of 400 pounds per acre. d. BFM shall be applied at least 24 hours before or after rainfall. e. Contractor shall protect site with brow ditches and/or diversion berms at the 1op of slopes to divert flow from the face of the slope. f. BFM must be installeC: in conjunction with seeded erosion control vegetation. Followup and Cartfficatlon: a. All bare spots shall be re-seeded within ninety (90) days to the satisfaction of the Landscape Architect. c. Permanently irrigated slopes shall be maintained for a period no less than 90 days. d. Nanpermanently irrigated areas shall be maintained for a period not lees than 25 months. e. All revegetated areas shall be maintained by the Permittee until final approval by the City Manager. The maintenance period begins on the first day following acceptance and may be extended at the determination of the City Manager. 3. by a separate unit, which will place the slurry tank spray nozzles within sufficient proximity to the areas to be seeded. f. Prior to final approval, 1he City Manager may require corrective action including but not limited to replanting. the provision or modification of irrigation systems, and the repair of any soil erosion or slope slippage. Preparation: a. The slurry preparation shall take place at the site of work and shall begin by adding water to the tank when the engine is at half-throttle. When the water level has reached the height of the agitator shaft, good re-circulation shall be established and, at this time, the seed shall be added. Fertilizers shall then be added, followed by bonded fiber matrix. b. Fiber matrix shall only be added to the mixture after the seed and when the tank Is at least one-third (1/3) filled with water. c. The engine throttle shall be opened to full speed when the tank is half-filled with water. All the bonded fiber matrix shall be added by APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 4. the time the tank is two-thirds (2/3) ta three-fourths (314) full. Spraying shall commence immediately when the tank is full. 1--61_26_10_a+--+-R-ev_1s_ED_P-ERc_1rv_co_M_ME~N-TS--~---+---+--+---+---1 ~S CITY OF CARLSBAD ~ d. A wetting agent consisting of 95 percent alkyl polyethylene glycol l----+---1------------------+---+---f----l-----J ::~==:::.::::===P=LA=N:::N=IN=G=D=E=P=A=RT:::M=E=N=T===::..:::~:::::::::::::; ether shall be applied as per manufacture~s recommendations. PALOMAR FORUM !1":~~~:~nt used for the application al slurry shall have a built-in LOTS 1, 2 AND 8 agitation system to suspend and homogeneously mix the slurry. CARLSBAD, CALIFORNIA The slurry mix shall be dyed green. The equipment must have a purnp capable of applying slurry un~ormly. The operator shall I AP~~.Q QV ~~ /~. k-~~ I spray the slopes with a uniform, visible coat by using the green 1---+--+------------------+-----t---1-----1------1 l:'b:!. l !.4 ~ , _._. ....,.., color of the fiber matrix as a guide. The slurry shall be applied in a 1----+--+7'"-----------------t---t----t---t------j :=P;LA:;::;N::N;;:IN::G:::::::::::::::::::;-;:::::::::::::::::::=======::::;;:;::::::D::A=T=.E==;:· sweeping motion, in an arched stream so as to fall like rain, and /1\ DWN BY: ___ PROJECT NO. DRAWING NO. must be applied from all directions, allowing the fiber matrix to build i--D-AT_E~_'_N,_TIAL--t REVISION DESCRIPTION DATE INITIAL DAIT INITIAL CHKD BY: ---p I p 05 05 434-3L on each other until 100% coverage is achieved and the material is L:EN:G:•N:E~E:R~o:F~w:o:R:".L ___ __:.::_:_:::::_~:::_:,:::.:_:~=~----_J~o:TH:E~R~A~Pl':'.:R~™:A:L_J___'.c:11Y:.'.A:Pl':R:. o~v:AL~L::RY::W:::0:::8::Y::: ::::::~===·=·:::::·==· ===~=====~ spread at the required rate per acre.