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HomeMy WebLinkAboutDWG 430-9L; PIP 05-01; PALOMAR FORUM EAST, LOT 5; 01-19LANDSCAPE PLANS PREPARED FOR: PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA REC.'T"C.beiP HATER NOTES, I. ALL HORK SHALL 6E DONE IN ACCORDANCE HITH THE CARLS6AD MUNICIPAL 1,-,lATER DISTRICT'S "CARl.56AD RECLAMATION RULES 4 RE<5ULATION5 FOR CONSTRUCTION Of RECYCLED HATER MAINS" DATED OCT06ER 1qq:,, 2.DRINKINe FOUNTAINS 5HALL 6E PROTECTED FROM SPRAY OF RECYCLED HATER. 6E5T MANAGEMENT PRACTICES SHALL 6E USED TO MINIMIZE RECYCLED HATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TA6LES, 66Q'S PLAYGROUNDS, SAND TOT LOTS, ETC, :,, BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONT'ROI. TO THE BEST EXTENT P05516I.E PONDING, RUN-OFF, OYERSPRAY, AND MISTING, 4. HOSE 6165 ARE STRICTLY PROHIBITED. 5. ON SITe Cllt055-CONNl!CTIONS 1'1:T/,",/f:EN Rf:CYCLE:D J,,!ATl':R 1./NE:5 AND POTABLE: J,,IATER 1.INE5 ARE: 5TRICTI. Y Pl'!.OHIBITE:D. 6, NO 51.JeSTITUTION OF Pll"ING MATE:RIAl.5 /,",//LI. Be Al.1.0HE:D HITHOUT PRIOR APPROVAi. SY THE: CARLSBAD HJNICIPAI. J,,IATER DISTRICT. 1. Al.I. ONSITE PIPES SHALi. HAYE J,,!ARNING TAPE PER CARLSBAD MUNICIPAi. HATER DISTRICT'S RULES AND Rf:<5UI.ATION5. *t>. THe IRRl<5ATION :SYSTEMS SHALi. ee RUN 151!:TW!!:eN THE HOUR:5 OF 10,00 l"M AND 6,00 AM THE FOLLO/,",/ING MORNING. 5l"OT IRRIGATION COULD SE DONE: AT A DIFFERENT TIME HITH QUALIFIED SIJPERYISION PERSONNEi. ON 5/TE, 'I. P/ltOYIDE A MINIMUM OP' AT L!!AST 16 INCH!!S OP' COY!R OYER ALL WIRING AND P/PIN6. AND 1'<551.JI.ATIONS. 10. NON-DE51<9NATED use AREAS SHALL BE PROTECTED FFI.OM CONTACT WITH Rf:CYCI.ED /,",/ATEl't, WHETH!!R BY WINDBLOWN SPRAY OR SY DIR!!CT APPLICATION THROUGH IRRIGATION OR OTHER USE. I.ACK OF PROTECTION, /,",/HETHER SY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION 15 STRICT!. Y PROHIBITED, II, IRRleATION HEADS SHALi. ee "8.0C-AT!:D OR ADJU5TED TO PREYENT OYER5f"RAYING 51DEJ,,IALK5, 5 TREE TS ANl:> NON-DE51eNATED USE AREAS, 12. R!:CYCLED J,,IATER GIUICK COUl"LINe YAI.Y!:5 SHALL ee OP" A TYi"!: DE51eNED FOR THE U5E ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE J,,IATER GIUICK COUPLER SPIKES) PER CARL56AD MUNICIPAL WATER DISTRICT'S RULES AND RE<5ULATION5. "· MET!!l"tS SHALL se 51Z!!:D eY TH!! CARL51!1AD MUNICll"AI. WAT!!l't DISTRICT. ,~. ALL IRR1<5ATION PIPl:5 5H-"'LL eE STE:NCILED WITH THE /,",/ARNIN6 "NON-POTABLE" OR 'RECYCLED WATER", COLOR-CODED (PURPLE;) AND I.AID WITH WARNING TAPE AND 5TENCILINe ORIENTED TOHARD THE TOP OF THE TRENCH PER CARl.56AD MUNICIPAi. WATER DISTRICT'S RULES AND Rec5UI.A TION5. 15. Al.I. l"OTAeLE WATE:R AND RECYCLED WATER PIP/Ne SHALi. eE INSTALi.ED /,",/ITH THE STENCIL/Ne ORIENTED TOJ,,IARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATeR LIN!! AND RECYCl.l!!D J,,!AT!!R LINE Cllt055, THE RECYCLED J,,IATeR LINE: SHALL SE INSTALi.ED /,",//THIN A PROTECTIVE SLEEVE. THE 5LEEYE SHALL EXTEND 10 FEET FROM EACH SIDE, FFI.OM THE CENTER LINE OF POTABLE WATER LINE, FOR A TOTAL OF 20 FEET. 11. A 10 FOOT HORIZONTAi. 5El"ARATION eETWl!!EN l"OTAeLI!: WATeR AND Rl!!CYCLl!:D WATeR MAINS MUST SE MAINTAINED AT ALL TIMES. THE POTABLE LINE: MUST ee IN5TAI.I.E:D ABOVE: THE: RE:CYCL!:D WATER LINE. 16. A MINIHJM OF l::l INCHES OF YE:RTICAI. SE:l"ARATION SE:T/,",/EE:N UTILITIES MUST BE MAINTAINED AT ALL TIME:S. llfq_ DEYEL.OPl::R/CONTRACTOR SHALL CONOUCT A CFl.055-CONNE:CTION TEST AND COYERAGE TEST AS DIRECTED SY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND THE COUNTY OF SAN DIEeO, DEPARTMENT OF ENYIFI.ONMENTAI. HEALTH Pl'!.10"1. TO ANY USE OF "1.ECYCI.ED J,,IATER. 20,C!UICK COUFLINe YAI.YeS USED IN ReCYCLeD J,,IATeR SYSTE:MS SHALL CONFORM TO THE: P"OI.LOWINe, !HAI.I. HAYe ACME THRE:ADS (~IKE5 NOT INTERC,HAN<5E:A6LE WITH POTABLE: HATER GIUICK COUPLER SPIKE:5) ANJ:> l"URPLE:-COLORED LOCKING COYEFl.5 PEl'I.MANENTLY ATTACHED TO THE VAi.YE. GIUICK COUPLING YAI.YE:5 SHALi. eE NELSON ""164&, HUNTER •HYIOOA--RL-NP, OR APl"FI.OYE:D EGIUAL. 21. THe l'tl!:GIUIRl!:D C,/ltOSS-CONNECTION IN51"1!:CTION 5HALI. /!II!: DONE l!IY l!:ITHl!!R THe CARL51!1AD MJNICIPAL /,",/ATER DISTRICT AND/01'11. COUNTY OF SAN DIEeO, DEPT. OF PUel.lC HEAi.TH, COPIE5 OF THE INSPE:CTION REPOl'II.TS HILL SE FORJ,,!AROED TO THE NON-INSPECTING PARTY. *-22.DE:YELOf'ER SHALL SHOW THE: LOCATION OF l'!.ECYCLE:D J,,IATER SIGNS ''DO NOT DRINK" ON THESE PI.ANe. l!E;!:,_AN ON SITE U5~Yl50l'II. SHALL ee DE:S1<5NATED IN Jo«ITINe. THIS P!:RSON SHALL ee FAMILIAR WITH PLUMelNe SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPT5 OF SACKFLO/,",//Cl'l.055-CONNECTION PROTECTION, AND THE SPECIFIC REGIUIREMENTS OF A RECYCLED /,",/ATER SYSTEM. COPIES OF THE: DE51eNATION, WITH CONTACT PHONE NJMeEl'll.5, SHALL /!I!: l"FI.OYIDED TO THE CARLSBAD MJNICIPAL J,,IATER DISTRICT AND THE COUNTY OF SAN DIEGO, DEPT. OF !:NYIFI.ONMENT AL HE:AL TH. IN CASE: OF EMEFl.cSENCY CONTACT, DAVIS PARTNERS, INC -LARRY NELSON Of4,q-152-:2066 OR AFTER HOURS CONTACT, DAVIS PA/11!.TNE:RS, INC -LARRY N!:LSON 0!4,q-152-2066 :2-4. ALL l"Ul!IL/C, AND PRIVATE l"OTAeLI!! J,,IAT/!:R MAINS SHALL eE SHOWN ON THE: IMPROY!:MENT FLANS, * ITEM NJMeERS t,, '"· AND ::25 SHALL SE Rl!!GIUIFI.ED JIJ5T PRIOR TO THE ACTUAL use OF 1'11.E:CYCLED WATEl'II.. ITEM NUMBER 2::l, THE SleNAeE PLAN, SHALL ElE A PAl'II.T OF THIS IRRIGATION PLAN BUT THE ACTUAi. SIGNS AND TA65 HILL BE INSTALLED J.JST PRIOl'I. TO THE USE OF RECYCLED WATER, :25. ON R!:CYCLED J,,IATl!!R SYSTE:M5, ALI. A~T!!NANCES (5PRINKL!:l'II. Hl!:ADS, VAi.Ye eoxEs, ETC) SHALL SE COLOR-CODED (PURPLE) PER A-<5UIDELINE5 AND 51!:CTION 404'1,54 OF THE CALIFOl'I.NIA HEAi. TH AND SAFETY CODE. :26, A l"HY51CAL Sl!!l"ARATION SHALi. eE 1"1'11.0YIDED BETW!!:EN ADJACENT A"EAS 11'11.Rle>ATED /,",//TH Sl5N.A6E NOTES, THE FOi.i.OH/NG <5UIDE:L1Ne5 !"OR THE USE OF Rl!!CYCLED J,,IATER Al'll.e ro SE PE:"1.MANENTL Y POSTED INSIDE THE DOOR OF EACH CONTFl.01.1.El'I. HHERE: THEY ARE EASILY YISIElLE. PLACE ON t,-1/2" x II" SIZED 51<5N, COLOR, PURPLE SACKeROUND WITH SLACK LETTERING, I. <5UID!:LINE:5 FOl'II. 1'11.ECYCLED HATE:"1. 1.15E:, I. 1"1."1.leATE ElETJ,,IEEN THE HOIJl'll.5 OF /0,00 l"M AND t,,OO AM ONLY. HATE/Ill/Ne OUT51DE OF THIS TIME Fl'II.AME MUST Be DONE MANUAL!. Y WITH QUALIFIED 51.1"!:RYISORY PEl'II.SONNE:L ON SITE. NO 5Y5TEM SHALL AT ANY TIME SE LEFT UNATTENDED DU"1.1Ne USE OUTSIDE OF THE NORMAi. SCHEDULE. 2. IRl'I.IGATE IN A MANNER THAT WILL MINIMIZE RUN OFF, POOL/Ne AND PONDING, THE APPi.i CATiON "ATE SHALi. NOT EXCEED TH!: INFII. TRATION RAT!! OF THE SOIL, TIMERS MUST SE ADJJ5TED 50 AS TO SE COMPATIBLE HITH THE LOJ,,IE5T SOIL INFILTRATION RATE PR.e5ENT. THIS PROCE:DURE MAY SE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTFI.OL CLOCKS,,_.., EMPLOYINe THE REPE:AT FUNCTION TO BREAK UP THE TOTAi. IRl'I.IGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL A650"1.STION, 5. ADJUST HEADS TO ELIMINATE OVER-SPRAY ONTO AREAS NOT UNDEl'I. THE: CONTROL OF THE CUSTOMER. FOi'!. EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOT5, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE: EGIUIPMENT AND MATERIAL FAILUl'II.E. 6/11!.0KEN SPRINKI.El'i'. HEADS, 1.E:AK5, UNRELIABLE YALYE:S, ETC. SHOULD SE REPAIRED A5 SOON A5 THEY BECOME APPARENT. 5. !:DI.IC.ATE ALL MAINTENANCE PEl'll.50NNeL ON A CONTINUOUS BASIS ON THE PReSENCE OF l'!.ECYCI.E:D J,,IATER. PERSONNEi. MUST SE INFORMED THAT RECYCLED J,,IATER 15 MEANT FOR IRl'l.leATION l"ll"1.P05E5 ONLY, AND 15 NOT APPl'I.OYED FO/lll DRINK/Ne PUl'II.POSE5, HAND, rooL WASHING ETC. ISIYEN THE HIGH TU/11!.NOYEI'!. "1.ATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT 15 IMPOl'I.TANT THAT THIS INFORMATION SE DISSEMINATED ON AN Al.MOST DAILY 6A515, IT 15 YOU, THE: LANDSCAPE: CONTRACTOR, J,,IHO 15 RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUl'I. EMPLOYEES. 6. OBTAIN PRIOR APP/11!.0YAL OF ALL PROl"OSE:D C,HANGl:5 AND MODll"ICATION5 TO ANY PRIVATE, ON-SITE FACILITIES. SUCH CHANGES M.JST SE SUBMITTED TO, AND APP"1.0YED SY, THE DISTRICr !:Ne1NEE"1.1Ne OFFICE AND DE51eNED IN ACCORDANCE: WITH DISTRICT STANDARDS. i, ALL RECYCLED WATER SPRINKLER CONTFI.OL YAI.V!:5 SHALL eE TAG6E:D WITH IDENTIFICATION TA65. A, TA<55 SHALL ee 5"x4" J,,!EATHERPROOF PLASTIC, PURPLE IN COl.01'11., WITH THE J,,IORDS "WARN/Ne -"1.ECYCLED WATER -DO NOT Dl'II.INK" ON ONE SIDE AND "AY/50 - Ac5UA IMl"URA-NO TOMAR" ON THE OTHeR SIDE, IMPRINTING SHALi. SE PERMANE:NT AND el.ACK IN COLO", USE TA<55 AS MANUPACTUl'II.ED 6Y T, CHRISTY ENrEl'II.PRISES OR APl"FI.OYE:D EGIUAL. e. ONE TAe SHALL ElE ATTACHED TO EACH VALVE AS FOLl.0""5, I. ATTACH TO VALVE: STEM DIRECTLY, OR WITH TIE J,,iRAP. OR ... ::l. ATTACH TO SOLENOID Hll'!.E DIRl!:CTI. Y OR WITH PLASTIC TIE: WRAP. 0"1. ... ,. ATTACH ro VALVE COYel'II. WITH EXIST/Ne VAi.Ye coveR 601. T, t,, ALL SPRINKLE/Ill HE:ADS SHALL ElE IDENTIFIE:D AS RE:CYCLED WATE:R SPRINKLER HEADS, 11. E:ACH AUTOMATIC CONTFI.OLLER AND ITS ASSOCIATED l!:GIUIPMENT SHALL ElE IDENTIFIED /,",//TH A SIISN SEAR/Ne THE J,,!OROS "RECYCLED WATER USE FOR 1"1.RIGATION" IN ENGLISH AND SPANISH WITH el.ACK I.ETTERS I lnGh Hl<5H ON A PIJR.PI.E eACKel'I.OUND. THE SleN SHALL SE Pl.ACED 50 THAT IT CAN ElE READILY SEEN ElY ANY OPeRATIONS PERSONNEi. USING THE: EQUIPMENT. INSPECTION ERQc.eiPUBES1 I. CITY CONSTRUCTION INSPECTION SHALL INCLUDE, A l.OCATION PIPE LINES. B. TRENCH DEPTH C. "E®IFI.ED SEPARATION (HORZONTAL AND YE/11!.TICAL) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'e) F, LOCATION AND IDENTIFICATION OF Sl"RINKLE:R HeADS. e. WARNING SleNS AT THE SITE AND ON THE TRUCKS HAUL/Ne "1.ECYCI.ED WATER (IF RECYCLED J,,IATE"1. IS U51:D FOR CONSTRUCTION). AN APPROVED I.ETTER REGARDING THE INSPECTION OF THE PROJECT SHALi. ee OBTAINED FROM THE CITY AND DISTRICT, AND BE FORHARDED TO THE SAN DIE<50 COUNTY DEPT. OF ENYIFI.ONMENTAI. HEALTH PRIOR TO FINAL INSPECTION APPROVAL. II. DISTRICT FINAL INSPECTION SHALL INCi.UDE, A, COYEl'I.AeE: TESTS, AFTER COMPLETION OF THE: SPRINKLE:"1. SYSTEM TO DETERMINE THE: ADEGIUACY OF COYE:RAGE ON THE APPROVED use AREA AND PROTECTION OF AREAS NOT APPROVED FOR 1'11.E:CEIYING RECYCLED J,,IATER. B. WARN/Ne 51eN5 AND I.ABELS C. GIUICK C,OUPLINe VALVES D. ALL A5PECTS OF THE: 11'!."1.le>ATION CONDITIONS, INCLUDING WINDSLOHN Sf'l'II.AY, RUNOFF AND POND/Ne. I!:, REGUIRED PROTECTION OF ALL RESIDENTIAi. AREAS. F. 1'!.EGIUIRED PROTECTION OF WELLS, STREAMS, 1'11.ESERYOll'll.5, ETC. 6. Cl'l.055-CONNeC TION. Ill. ANNUAL INSPECTION SHALi. INCi.UDE, A COMl"Ll:Te IN~C,TION HHICH SHALL coveR PART A, l"A/11!.T El, AND PAl'II.T c5 OF THE DISTRICT'S FINAL INSPECTION, l'!.E:YISIONS MUST ee Af'PROYE:D SY PL.el1c HeAL TH ENGINE:ER, CITY PLANNINe DIRECTOR, AND DISTRICT /!:NG/NEER PRIOR TO IMPLEMENTATION IN FIE:LD. Qli":IHf:B H.e. FE:NTON CO. i5t,t, METROl"OLITAN DR/Ye SAN DIE<50, CA '1::2101 (61'1) 400-01~ C?!;GLAAATIQN QR PQ;e!"QN51l'3LC GHAMJ: I HE:REl5Y DE:CLARI!! THAT I AM THI!! LANDSCAPE ARCHITECT OF THE HORK FOR THIS PROJE:CT, THAT I HAYe E:XE/ltC.ISE:D Rl:Si"ONSISLE: CHAFl.cSE OYER THE: DE:Sl<SN OF THIS PROJE:CT AS DEFINED IN SE:CTION 6105 OF THE: 6USINESS PROFE:5510N5 CODE AND THE DE:51<SN 15 CON515TE:NT HITH CUME:NT STANDARDS, I UNDE:RSTAND THAT THE: CHeCK OF' PROJl:CT DRAWINGS AND SPE:CIFICATIONS 6Y THE CITY OF CARLS6AD AND THE: SAN DIEGO COUNTY DePARTME:NT OF E:NVIRONMENTAL HE:AL TH IS CONFINED TO A l'!.E:YIEY'l ONL y AND Does NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF HORK, OF MY RE:5PONSl61LITIE:5 F'O/lll PROJE:CT DESIGN. THE:51!: PLANS HAYE 6!:eN Pl'!.el"ARED IN SUBSTANTIAL CONFOl'I.MANCE: WITH THE APl"ROYE:D LANDSCAPE: CONCePT PLAN, HATER CONSE:RYATION Pl.AN, Fl/Ill/!: 5UPPRE:S5/0N PLAN, AND ALL CONDITIONS OF APl"ROYAL l'!.E:LATED TO LANDSCAPIN<S. SIGNATURE: OF LANDSCAPE: ARCHITECT RECYCLED WATER SION --6LACKL0'50 LICENSE NO. PURPLE SACKel'I.OUND I' el.ACK Ll!!TTEl'll.5 b/30/0b DATE " 1 ---36'--+------------,,,_ N,T,S, ' RECYCLED WATER SYSTEM -FUTURE (PRIVATE) SEE SHEET 2 FOR RECYCLED WATER USE MAP ' .. ~~ : --~/..... r,.\'f1.90 .. . . .. \ -_.,.-·---. SHEET INDEX: TITLE SHEET 1 RECYCLED WATER USE MAP 2 IRRIGATION PLAN 3 IRRIGATION PLAN AND SCHEDULE 4 IRRIGATION PLAN 5 IRRIGATION PLAN AND LEGEND 6 IRRIGATION PLAN AND EQUIPMENT LEGEND 7 IRRIGATION DETAILS 8 IRRIGATION DETAILS 9 IRRIGATION DETAILS AND NOTES 10 PLANTING PLAN 11 PLANTING PLAN 12 PLANTING PLAN 13 PLANTING PLAN 14 PLANTING PLAN AND PLANT LIST 15 PLANTING DETAILS 16 IRRIGATION SPECIFICATIONS 17 PLANTING SPECIFICATIONS 18 PLANTING SPECIFICATIONS 19 PREPARED FOR: DAVIS PARTNERS, INC. 1420 Bristol Street, Siute 100 Newport Beach, CA 92660 Phone: (949) 752-2066 PREPARED BY: TESHIMA DESIGN GROUP 9903 Businesspark Avenue, Suite C San Diego, CA 92131 858.693.8824 TOTAL SITE IS 356,664 S.F. (!EXCLUDING SLOPES AND BUILDING) TOTAL LANDSCAPE AREA IS 61,551 S.F. ..,/iL-----18'------..}/t. N.T.S, IN ORDER TO CONSERVE WATER ... RECYCLED WATER IN USE ~% OF THE TOTAL SITE IS LANDSCAPING TOTAL TURF AREA IS 7,912 S.F. TURF REPRESENTS 9 % OF TOTAL LANDSCAPE. ALL EXISTING TREES ARE STREET TREES PER CITY APPROVED DRAWING NUMBER 399-4M. EMPLOYEE EATING AREA KEV MAP NOTTO SCALE CITY OF OCEANSIDE PACIFIC OCEAN CITY OF ENCINITAS VICINITY .MAP NO SCALE LEGAL DESCRIPTION LOr 5 OF MAP No. 14831, IN THE CITY OF CARlSBAD, COUNTY OF SAN Dl£Ga STAT[ OF CALIFORNIA , fiffO IN THE OFFICE: OF THE C()(JNTY RECOROIJI OF SAN DIEGO COUNTY, JUNE 2/J. 2004 AS Fil£ No. 2004-0608935 OF OFFICIAL RECORDS ADDRESS /;'?AY/!AIII( CO/JRT CARLSBAD, CALIFOIINIA OWNER DAWS PARTN£R~ INC 1420 BRISTIJI. sr SU/Tr 100 NEWPORT BEACH, CA 92660 PHO//£ (949) 752-2066 DEVELOPER DAWS PARTNER~ INC 1420 BRISTIJI. ST SIJ!Tr 100 NEWPORT BEACH, CA 92660 PHO//£ (949) 752-2066 CIVIL ENGINEER/LAN[) SURVEYOR 00A Y CONSULTANTS, INC. 2710 LOKER AVENUE //CST CARLSBAD, CA 92008 (760) 931-1700 I ■ :c ■ w ■ C DO NOT A,,===-=, DRINK NO TOME EL AGUA THE EMPLOYEE EATING AREAS PROVIDE 11,328 S.F. OF HARDSCAPE-LANDSCAPE AREA FOR EMPLOYEE BREAKS. THE AREA INCLUDES OUTDOOR DINING, BENCHES, REVISED PER CITY COMMENTS 10-9-05 \.._2~ SET IN A BEAUTIFUL LANDSCAPED "AS-BUILT " SPACE (MEETS THE 300 S.F. /PER 5000S.F. BUILDING PATIO.) APPROVED FOR PLANTING WASH HANDS AFTER CONTACTING MAINTENANCE AND IRRIGATION ONLY. LAVESE SUS MANOS DESPUES DE USAA LANDSCAPE MAINTENANCE TO BE THE RESPONSIBILITY ir-INCLUDING PRECISE OF BUILDING OWNERSHIP. P.E. EXP. DATE SIZE, It>" X It>" REVIE\JED• LOCATION OF PLANTING .OlbO AB5 PLASTIC, 5TICK-ON VINYL ~y74.;4/ AREAS. REVIEWED BY: OR .0:3::2" ALUMINUM 17-7,05 EN!NEERING PLANCHECKER DATE INSPECTOR DATE CARLSBAD MUNICIPAL VATER DISTRICT I SH1ET I CITY OF CARLSBAD ~ 9 PLANNING DEPARTMENT RECYCLED WATEl'II. AND POTABLE: /,",/ATER. SEPAl'I.ATION SHALL SE PROVIDED SY CONCRETE MOW STRIPS, CHAIN LINK FENCES OR OTHER METHODS APPROVED SY THE: HATER DISTRICT $ D.E.H. WARNING ECYCLED WATER DO NOT DRINK dtul?s,: l~ ,, . .,., II-9-os PALOMAR FORUM EAST, LOT 5 TF.SHIMA DffiIGN GROUP LANDSCAPE ARCHrrECIURE • I.AND PLANNING 9!l03 BUSINBSSPARK. AVE. SUJl'I! C • SAN Dll!<lO, CA 92131 PltQll(I---- TOO JOB NO. 04--062 n,..m 02-15-0S -,~ ,, ' ~.-1; ':i" -""'=~C!, '--:-";-' SIZE, 1::2" X ::lb" WASH HANDS AFTER CONTA LAVESE SUS MANOS D SPUES .ObO ABS PLASTIC,, STICK-ON VINYL OR .0:3::2" ALUMINUM ::l' Bl.ACK LE:TTERS \JILLIAM E, PLUMMR R.C.E.# 28176 DATE, DEPUTY CITY ENGINEER EXP, 3/31/02 SAN DIEGO COUNTY DEPT, OF ENVIRONMENTAL HEALTH ~ c::'. 11✓1 g-,tjS-DATE INITIAL APPROVED BY• DATE, ENGi NEER OF WORK CARLSBAD, CALIFORNIA . APPROVED\) ~ '1,u /z-,'o/'-OS ASSISTANT PLANNING DIRECTOR DATE /1\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 430-9L I POTABLE WATER MAIN IN THE STREET I ----------- PROPOSED RECYCLE -tr-lATE~E:rER AND BAC-KFLOW A55E1'1BL LOCATION --·.,-- NOTE: ' ~ PROVIDE CROSSOVER SLEEVE 'M-IERE PROPOSED RECYCLED WATER IRRIGATION MAIN CROSSES POTABLE DOMESTIC AND IRRIGATION 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 Clv1L DRA'MNGS. 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. \ \ / * TESIIlMA DESIGN GROUP LANDSCAPB ARCHrIECIURE • LAND PLANNING 9903 IIUSINESSPARK AVJ!. SUITE C • SAN DIOOO, CA 921:l l'lt ---••mi TOO JOB NQ o+-o62 DAT£: 02-J.S--05 \/' \ j 8 C /till/,, I 1 j I Ii < j j ,I I \ ! ' I_. ·~:::,lt_c_,/:• ::.:_t .. ::il :.{QJ-1 J, ,,.,.~•-FIR~ ~YDRA~T ii I; ----I__ I '.,i I I N I I ·.:. ~ ---•• L ,,,., -I ALL ;-/ AL VEf:--, ;;;,,-t.-,IIJ--1t$-i<:',-.;C-otJFLER r~--r :?: I :111 ·;,,:-, ,: ; ; C (--:::~'. ! . "--~-' .. : , .. ::~.- \ I, jj/fffr,,, T u I V ~" 1, ~-,. POTABLE ,WATER • FEED TO rj,UILDIN"7 w r I i • I -- RECYCLED WATER USE MAP CARLSBAD MUNICIPAL IJATER DISTRICT w'ILLIAM E. PLUMMER R.C.E,# 28176 DATE, DEPUTY CITY ENGINEER EXP. 3/31/02 SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH ~ -z //-1r-,,r APPROVED BY, DATE• I 0 10' 25' 50' l!Zl0' SCALE: l"=:SO'-O" North I,\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION • I ■ :c ■ w ■ C LEGEND -',/- -RV- * .... • @] BACKFLOW PREVENTER 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 INI STREET "00 NOT DRINK" SIGNS AREAS OF RECYCLED WATER USE REMOTE CONTROL VALVE MASTER CONTROL VALVE FIRE HYDRANT QUICK COUPLER CONTROLLER REVISED PER CITY COMMENTS 10-9-05 " APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP, DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I S2ET I CITY OF CARLSBAD Lir] PLANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA ~ APPROVEC \/, ~~ /2-/~-c,fj'" ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 430-9L I \() r-- • TESHIMA. DESIGN GROUP LANDSCAPE. ARCHmlCTll.RE · LAND PLANNING 9003 IIUSINESSPARK AW. sum! C · SAN DIBG0. CA 9'1131 l'll'taliO-l'AXIOIIIDGl:Hlll2 IRRIGATION AS BUILT YHAWK BUSINESS PARK /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION NOTTO SCALE "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED\ BY: AREAS. :• ll ·li..-01.., ~ 6,-~l:0-{r INSPECTOR DATE SHEET CITY OF CARLSBAD urJ iFJ, i,) PL.ANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA APPROVED\/ ~JI /f,28_-a:; ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 430-9L • TF.SHIMA DESIGN GROUP lANDSCAPB ARCHl'l1!C'IURE • I.AND PLANNING 9!lOO IIUSINFSSl'ARK AW. sum! C • SAN DIOOO, CA 92131 IDCIIII)-Fli/Oll!lill- RR!GATION AS BUILT I GRE YHAWK BUSINESS PARK M DATE INJT!AL ENGINEER OF WORK REVISION DESCRIPTION IRRIGATION SCHEDlJLE Loc~~~~~~in!ine in _P_l_a_n_te_,_r_a_r_e_a_s_1 s.n_.~~~~f~·o·~-~-i-~~-~~~!k (t.yp.~-----·· ---=l [R] i Locate rnatnline in planter arr:ias 18" from the back of parking !ot curb {typ,) ;JJ· L_ I @] [ VVire Sleeve (typ). i @J 1 All spmy heads located within 24" car overhang shall b0, G" Pop-up bodies. ___ i An irffg-tiifof-1 Tf1St8!18ikm--~,/fihfri-SDG&I~-8.C'ce_s_s afGaShafi t8-COOf'i:iir18.t0d With - · I A 1 1 t:;:f~1r.:x.i:::: C;r-::-t ') +eimpo-~Q ... -· ''a'"e fa,.. Qn>'""R c: ac~e-::'"' ,..,,.,..a "nt·11 oerm~~en.i. c-1""'G&E i l_'-::J i '-'->..1u;:,_, ~"''-~• c, ~~,, ,u,y,; fv -: , ... .n..J..;:10:.r-r L, ,~..5 Ci.lo u1 J J -, !CHI rt ,.:;u · · access cornes from north. @] ' [9_] r;-l!.QJ [i] '121 L _J ' ~13i ' ' i ' ' ' !Bl ' ' AH spray heads !ocated in 5 feet wide planters sha!! be ;nstaJied with 81 rad1us Rain Bird Nozzles and equipped \rVith PCS screens as fo!!ovvs: Quarter pattern nozzles snali be equipped with PCS-10 and hail pattern nozzles shai! be equipped with pc<: 020 ....,._.,-------------~-------~-----------------------. ·----- Existing valves for irrigation oi slope and 50' Landscape Setback areas shall remain. Protect in Place. Location shown is approximate. Contractor shalf verify exact location in field. Connect all existing valves to new Controller 'B'. Existing 211 mainline to remain. Location shown is approximate. Contractor to verify in field. Contractor sha!i test existing mainfine for leaks and repair if necessary. -----·-------------------- Connect existing mainline to new mainline at this approximate location. -·---------·------------- Existing slope and 50' Landscape Setback irrigation per City or Carlsbad approved drawing number 399-4L. Existing irrigation to remain. Contractor shall relocate, add or adjust ail sprayhea.ds and rotors effected by new construction. All spray heads and rotors shall provide i 00%, head to riead coverage to aB planters and slopes. Contractor shall adjust spray heads ancl rotors to keep spray off buildings, walls, walks and any hardscaoe. This includes) but is not limited to, adiustment of diffuser pin or adjustment screw, replacement of pressure compensating screen, repiacemeni: oi nozzles with more appropriate radius units and the replacement of nozzles with adjustab!o arc unlts. Contractor shaH also re!ocate and add spray heads or rotors to meH·t requirements listed above. A!! existing irrigation v,.rith1n 35 1 Landscape Setback shai! br3 removed and replaced with new irrigation system as shown, accept any shrub lrrlgai:ion within the right-of-way. E.xisting lrrlgation ma'1'1',-,0 ·1,,.. right o' way anc' U 1 d V ,_;/ -,-, . .,_[ ,! assodat.!on n1ai11talned areas per City of Ca.r!sbad approved dra.vvfng number 399-4L. fVh3.in11ne to remain. Protect in place. Location shown is approximate. Contractor shall verify 1n field. --·- Existing i 1' turf va.lw-; pm· City of Carisbad approved drawing number 399-4L. Location shown 1s approximate. Contractor to locate vcdvG in field, Upsize valve to 1-1/211 and reused to irrigate new turf area as shovvn. Add new turf va!ve to Gxisting manifold. Connect new valve tc existing controller. [1_§] I ___ .___ __ -------------·------· ·----------------------· -------.-.. ----, ------ NOTTO SCALE " APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: ;Ir t'!,~,,t. \ br-~~ ll · b~·0 '-' INSPECTOR DATE w CITY OF CARLSBAD I S1E9S I PLANNING DEPARTMENT . PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA APPROVED~, ~. //-;?Jr-CC ASSISTANT PLANNING DIRECTOR DATE OWN BY: DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. CHKD BY: PIP 05-01 430-9L OTHER APPROVAL CITY APPROVAL RVWD BY: POll'-f1r Of COiNlNECTICIIN 'Pi' iNt=t)RMA,T!ON i -1 /211 Recycled \/\later Irrigation i\iieter located at Grayhawk Court -STREET STt\. 16+50 438 58gpm Hunter ICC-4tl00SS --1 ~-1 !NFORl\f1t\1T!ON ·1-1 /2" Recycled Water ?o!flt of Corm<ect\on Irrigation Meter located at Grayhavvk Court -STREET STA. 16+65 ------------------·-------------- Meter Ele11atio11 436 HGt 660 Static Pressure 07 ' ._1 psi PeEk F!cw 58gpm Co11tro!!er Type Hunter !CC-4800SS ---- ' Stations Avai~ab~~ 48 --------' -·--·-- S!atiO!flS Used 44 Bacldlow Device 211 Febco 825Y installed 80 mesh Y-strainer -----------. " ''' -~--------------- . I I I I I I : i ' I ' I -I • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECl'URE . I.AND PLANN1NG 9llil3 BtJSINl!SSPARX. AVB. SUl'1'.8 C • SAN DIOOO, CA 92131. 1'11'111511)---- '°'I"i,f"i,f<:-.iJ "'' i,''S tl ::1 ',\.J) fj\':~ n ......... , .. ,,, ...... ,, ........................ ANGLE POINT ~ , ...................... , ................. , ..... ALIGN BC ................................................... Back of Curb BW ................................................. ,. Back of Walk CL,, ....... , .. , ... ,,." ... ,.," ............ ,, ........ Center Line Dia .................................. ,. .............. Diameter __ ................... , ........................ ,,, D!rectlOn of Dimension E ...... , ............. ,. ....... , ....... , ... , ......... Eleqtrica1 EQ .................................................. Equal Distance r:.w .................................................. End of Wall FB ................................................... Face of Building FC ...... "' .................................... ., .... Face of Curb FL ........... ,, .............. , ....................... Fence Line F'N ................... ,. ............................. Face of Wall GV .................................................. Gate Vafve HH .... ,., ...................... ,, .............. , .... Hand Hole RRIGATION AS BUil T I GRE NE ..................................... " ........... North East NYV ,, .. , .................. ., .. , ...... , .. ,., .... ,,, .. North \Nest YHAWK BUSINESS PARK PB .......... ., ............. ,, ........... ,..,, ....... Pull Box PCR "' .................................. ,. ........ Point of Curb Return PL.,,, ................................ ,, ............ Property Line PR ...................................... , ... ,., .... Point of Reference POC .................................... '"'""· .... Po!nt of Connec~:on QGV ............................... " ..... , .. , ..... Quick Coupling Valve A ........... , ... ., .... , ....•. ., ... , .................. Radius ACV .... , .................. ., ...................... Remote Control Valve L ........................................ ". Reference point SE ...... , .. , ........ ,,,. ... , ... ,,.,,. .......... , ... South East SW ........... South West ~~~ i ' ' ~ \jg-~ /j\ 0 3' 20' 40 DATE IN!TlAL ENGINEER OF WORK REVISION DESCRIPTION "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. ]) ~ n-\!,,• l!'J\$ ~ -l Cf·~ INSPECTOR DATE I SHsET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA APPROVED . 7'~ 11-2r-cc v ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITfAL DATE INITlAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 430-9L \ \ \ \ ' \ /- ~~~$$ llHl~ c CALCl! lA 'f! ~ii\!$ \ ~R~$~U ~ E CAL1S..::lil l1~ 1ti ltlii~~ I ifO~ P,ilaC 'A.' \ fOR ,,.:o"'C 'l!il' ' ?HOJtCr: Pa!omar Forum [?.st. L·Jt 6 ------------------Bii'}!.~{1:~_L_P?:~oiyiai:_Fo~ urr:J_~st, ~ot_t,_ I t9GATION: ivrC1\S Si;y cf Carlsbad, CF, ll,'\ 110N. MCAS G1ly oi C0r_10l,s~b'~'~· C~,/1~----------- PRESS ZONE/ SO~IRCE ELEV· -------- DATE Of Pil[SSURE GH[CK 5/6/05 B"·r-David rl Ciif-'N'1 JOB NO.: 04-62 GIJENT NO.· S49.7,J2.2066 'l;.4.I ER AU! HORT!: Car!sbati Munir,ir.:a! \A.'a!er Dishct CAlC. :JArE: 6/8/05 VALV:C NO. CHECKED fl.44 PRESS AT rw; 97 "Si f-1(,l. 660 PGC WC\ii\TiON 43G PIP~ . II PIPE SECTION fYP~ CL.'200 :~!PF SiZ5 3/4 . ------- CL 200 3/,1' 13'1:MS HIGH~Sl HEAC-: 45j PR~SS ZCNt: / Scl!JHCE_~lJ::V: ~A~f;-;;~~~s~-~; ~Htc;:-;/;;;·~-- JOHf;O .. Cf+.62 cut1,n; 1iO. 949 752.20613 VALVF. ('JO Gf/FCKErJ 817 PRESS A 1; f'OC ~GL: 660 \ 9? PSI PGC ELEVAifiDrs: 436 P!P~ Si:GT:OH s1z: NIGri:C0 r HF-AC: 45 i :.i1pc 'LENmd ACGU:P, GPM CL.200 '-.i 3/,1' \O' 88 LCSS 114 CL 200 3/4' 40' 6.8 56 CL 200 "'°'~, ,)O' CL.200 '.'·"---..,,_ ---·2-0-• ._, __ 15-.-, --+--G2 CL.200 3/4' CL.'200 >----, +---C CL.200 G 1 1/4" 10 30' Cl.?00 >---+--+--+--11/4" :3C 8 Gl..200 30' GL.2GO 1· 30' 9.o 15.8 -------- !9.0 23.fl 39 0 24 37 54 28 35 1----+----f---+---j-·---+------ Cl..?00 ___ _2''._____ 10 --~-__ ·1"' .12 11 C1-.200 21/?' 100' 51.6 .Sfi 0----+---+-----+----I -L -.. 12 CL.2GO 21/2" 50 ss.c, i .~O .I!.. TOT AL LATERAL SYSTEM LOSSES !VIA!NLir~E/SER\IICE UNE SYSTE!\1: PIPE i PIPE 8El;_~I_Q£i_.l fYPE MAINLINE : CL. 315 PIPE I PIPE Silt l LE,'~GTH I 2-1/2:·1 1405' B. TOTP1 MAINUNE/SEIWICE UNE SYSfEM L.OSS[S M!SCELlANEOLIS LOSSf:S: StZE: WATER ivltTER I 1-1/2' /\CCUM i G?M IN f-'SI 38 15.4 BACKFi.OW P;<EVHffFR _2'_ 1_·_,2__, CCNTROL VALVE C. TOTAL MISCELLANEOUS LOSSES 22 OB C·. TOTAL. SYST::M LOSSES (A+B+:::) 41.58 E ;:1 I fiNG LOSSES ( 1 G% 0~ TOTJ,L Ll1SSES) , ----~---1 F. HEP.O LOSS/ CAif·! !N SYSTFM :_4::l6-465) i 12.0 G. M!t!ll'-.'\Ur/1 REQUIC\ED PRESSURE AT Lti.ST HEAD 30 r. DESIGf<J l'Rf:SSURE ( D-, ti :0-; G) 90 2 ' g) -+- RE5I0Ui\L PSi ( I-i-!) i 6.8 I\ PUf11!P BOOS f L. ADJUSTED i-1ESIDUAL PSI ( J-1 I() 6 0 4 CL.200 11/,'" CL 200 2" 6 8 t, :OT/l,L ~ATERAL SYSTEM LOSSES 8 TOTAL r,IAINLINE;StRViCE LIN~ SYS I EM LOSSES MISCELLANEOUS LOSSES: BIZE: WATER Ml:TER 1-1/2' BACKFLOV\i PRE\lf::NTER GONTnOL 1./ALVE i -1/2' MASTER CotHROL VALVE 1-1/?' C. TDTA;_ r,,;1SCELL!\NE0i.K1 LOSSES 0 TOTAL SYSTE11l LOS SES (;:, +S-;-C) L FiTl ING LOSS::& ( i5% 01 TOT,~L LOSSES) f-. !-!CAO f_OSS / GAIN IN SYST$ (103-13'.;,J -, ------ G Mli~IMUM HEQLllfiED Pl'.J[SSURl AT LAS r l!ICAO AVAILABLE PSI J. RESID'...IAL PSI ( 1-H) ADJus·rrn 1-lESIDUAL PSI ( J,K) • TESHJMA DESIGN GROUP IANDSCAPE ~ • I.AND PLANNJNO 99m ~ Av& :runt! C • SAN DIEGO, CA 9ml 19 llliil)liiHl!l4 PAW (11111)- 29.J GC 11.(1 2.29 2.?9 20.58 29.3 12.6 6.4 3G 73.313 18.62 ---- 18.6? ABBREVIATIONS AND SYMBOLS: " ............................................... ANGLE POINT -=-............................................... ALIGN BC ................................................... Back of Curb SW ................................................... Back of Walk CL ................................................... Center Line Dia .................................................. Diameter _. _ ............................................... Direction of Dimension E ................................................... Electrtcal EQ .................................................. Equal Distance EW .................................................. End of Wall FS ................................................... 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 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 "-'\ ;,("i\\ --:ii ,9 !),\"I~ _, ___. ,. __.,---,,/ ---------------- RADIUS GPM Body Siyle Nozzle -r=uil __ 15._12,_.1._o,s 30J15, 12, 1 o: El~.7,_:2_:_6, 16, 1.6 Nozzle -Adjustable 15, 12, 1 O, SVAI\I 30 '15, 12, 1 o, 8, required to reduc6 radius. I\ 1 ' N , H ,,---, 12 :-0-·s·-,..;-"l ... ·.0 1·--···---2--0 3 · , Install on riser (See Riser ,'.__\ l\_ L ! ozz,e -1 a" t 5, · ., i , .., , _ 5, 1 · : ·1 ~ , 2.01 i ,3) 0.8, 0.8 , · -· ··· -+--, Detail L) except as loilows: HOT SHOWN lnslail PCS screens as A_.>, P, _/.-, __ \' .. '''oz_:_,le -One Th',r.d 1c; 1? 10 81,-30 1"' 12 ',0 8 1 n 1 O O 5 O" · 1 c, '""-" .. · __ ~_,_-_, __ , ___ f--+--v' ·, , ·"', ·, · · .v instal12"pop-upbodies ts:" !2 ~ Nozzle -Quarter 15, 12, 1 O, 80 30 '1s;·12, ·10, 8 1 .o, 0. 7, 0.4, 0.4 : when heads are within 1 o feet ,-__ 1:1_'.i::r-__ -+-_l' __ l_o_z_z_ie -F,7_d-_ .~s-,_,,-if'--+-----+---1-5_E_S_T--~-3-0-. -1--4-x_1_5_· --+---0-.-6--: of wall<s and curbs and along ls., Nozzle -Side Strip 15CST 30 4 x 30 1.2 1 iU!f areas. Use bottom inlet Install PCS screens where :·---{S?).-;--t--H-a-lf_C_i_rc-,l-e-----+----t-5-1--1--f'-_. _P_C_s-.-.Q-4-0-+-3-0-t------,c----0-.4-, ---+ required to reduce radius. •----,-_,-. --+--C-e_n_tB_r_S_'_tr_i_p-----l----... -+-5-L-~-S-T-. -_B_P_C_S_-0_3_0__,._:J_· C-J-+------·------,-----0-.S-" ----1 install al! shrub/stream Flood Bubbler 140i 30 0.25 10/8 -----·-------·· · -------~-------~' ------··· --bubblers on ·1806-SAM pop-up bodies with PA-80 adapter. See Pep-up Detail C. T1.1,f Pop-1ip _ ···-\ !'!@in Bl,·i:l 1806-SAM--l\!P I ··-I Body Style ~----_··_ ·-_--_··=,=-c===c!.c.c=-~ -1-.. -_-_-_-__ -. =· ==-·=l=·-~=··c-=··=-=··=-~====i=================I Nozzle·· Fuil :30 11s,:2,10,s 3.7,2.61 ·1.e,1.s :NOT SHOWN Nozzle .. /.\djustabie 15, ·12, 10, 8VAN 30 !15, ·12, 10, 8 See Pop-up Detail C. Install PCS screens as required to ------------·---------------t------~---------t--~--------j--------·---rGduce radlus. (J 0 Nozzle -Ha!f Nozzle -One Third _1r:.<:cf Nozz!e + Quarter lf'r i\Jozz!e -End Strip ------·------ l\lozzle -Side Strip F,,.d'/-""'1/-• __..--;;-~~/--------- i 5, 12, i0, 8H 3C !•is. i2, 10, 8 2.0, 1.~J, 0.8, 0.8 is, i 2-<l o, ,,sr _1 30 --~ s_'. 12, 1 _0 ___ ,_fl_,+--1_._2~·~1_._o~,_o_..s_·~, _o_._s_: ..,i -1s, 12, 10, so 30 15, 12, 10, a 1.0, o.7, 0.4, 0.4 · 15EST 15CST 30 30 4 X 15 0,6 4 X 30 1.2 ~ ~~ . 0 '.?' 20' APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. " DATE 40' LOCATION OF PLANTING IRRIGATION AS BUILT REVtEtry~, AREAS. ~,\,t,_.c,~ ,\, lv ·01,p \ ----------_/' \ ______ ./' \,____.-- ---~-------\._ _, I ___. ___.-\ --/· ------\ ~------· ________________ \ tjfi'--'.\1T'ilttf':h ,it 4_·"' •. ·,·.,R.•J.:_. (f'·:,f''·"•\;1=,~=;;,:.')~ ~ ~~'') iiT,J•! n-.:.J'°1,'.t;,/f--t ~-Jx; "" )Jr,,---'~~\,,.o· t r,-· -« ~ -""'1" ~' -' -,--,.-,-__ :;...::,::::~--· ~ '~~~ . '-, =;:: ,_ ,' ,--" ' ' ,-.-- \,,A);\!l RAC! 0-Pl--Sh/\LL \N:.:;1 ;.:J_.L 1;: 48-f·., ! fl, fiOf\J HUN! cH 1c:9._-:4.SenJS_S-CCNTBO'. . ..LER (ExrEf110R \!\/ALL MOUf~T). WffH c..~=··,~11l'"QC-0-,--,-, 1"'',/"' ·,:;,,,:,,-,, !l' ,,-.,-,, 1'1(f\ r,."" _.----/1 > ( '-,, \,_c;,,,;_'l ,.) 1 t:,.::.,_ .... :h ,,,L\.)~:-iL,,r,t:, rH\!h1_ !-UC/.!., , lpl \.,-' - / 1 CONTROLLER SH/\LL. E:lE 1-\PPROVED BY AUTHOF:!ZED OVVNER REPRESENTATNE PR!OR TO !NST.AU_ATiON. COl\1TRACTOH CONTROLU::J"i PER MANUF/-;CTURER RECOMMEi\iDATIOMS. \. \ \ _,--GRE YHAWK BUSINESS PARK /,\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL INSPECTOR DATE I SH6ET I CITY OF CARLSBAD Lir] ' : PLANNING DEPARTMENT PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA ~ APPROVED :1,1 -/~ 1/-2-?ce; ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: PIP 05-01 430-9L [I] ~ ------------ EB DESCRIPTION Recycled Water Meter Point of Connection Reduced Pressure Backflow Preventer Remote Control Valve ------- Existing Remote Control Valve ~,/iaster Controi Valve Pressure neduC!ng \/a.!ve MANUF I MODEL Febco cl25Y Ra.in Bird : PESB-R Series Rain Bird PESS-R Series ' \Nilkins 500 Series --------. 1------------~---- 1 Contro!!er Hunter ' Controller Hunter !CC-4800SS i ! ------------- • (,.., ' ,, j ' 'f; Approx. V\h rere snovvT:, r1s10 von!'/. 2" See Detail \A/-2O. -------. -----1----------------------j Size Ps-1 Plan 48-Stations 48-Sta,dons !nsta!i in valve box with purple Hd per detail B. S;se !rrtgation Schedu!e 7 !nstan in valve box with purple lid per dsto.ii 8. Exterior Y✓8.ll mount controilHI. [nsled! with stainless stsci enclosui·e. ln.sto.!1 \Nlth VVCS Flair: Guard Sensor. Fina! !ocatfon conttoi!er sho,B be selected by Ovvner. tnstai! per ;nanufa.cturer1s speci"fica-Uons. See Detai! L Exterior wall mount control!er. !nstal! wit;: stainless steel enclosure. !nstaii with \NCS Fiain Guard Sensor, Final ioca-Uon of controller sha!! be se!ected by Ovvner. !nsta!i pe1· rnanu'facturer1s specrnc2tio11s. See Detaii L !nsta!! in 1011 Round Valve Box wH:h purple Hd per detail L Brand !id vvlth letters 1'0C". >---------4------------------+-------,~--------+--------+-~ln-s-~tai! in f6" rouhd ·valve box vvith pUrPlB !ld per ~ Ball Valve KBi I WLT-0000-T Line Size Quick Coupler Nelson 7645 detail A_ 1---___ , --------------------------------------c,---------e-----------f-Mount in the areas thgt wlH be exposed to NOT SHOWN Rain Sensor vvcs i unobstracted rainfa.lL but not m the path of Rain Guard [sJ E!ectrtca.i Connection NOT ' 1 SHOWN Check Valve "' ---"-"" ------·--. -· ---! " " I I Pressurized Purple Maln!ine ' f(BI ' PVC l. KC-Series Dr less CL 3i5 21' or more !\.-----,._fl Non-pressurfzec1 Purple Lateral· PVC C!ass 200 Sleeve - Puro!e Co!or For Sch. 40 ' Grey Color -for Sch. 80 r~----Controller Station 1--'}-~--,'1~x1·= L·m r,p,.fl. \~ I .\.l!o.~,11 H \..".l. ,,_, ,-------· Valve Size -------·, ----- PVC Size Per Plan rsize Per Plan ,-p1·1r1k10r ~o,·'"'y 11J'ou;1t rJer rnan"1'ac'·c•8''1'-' ;.::> IV 0 1 ,0 .. ,JI , ~ I ~-.. ! '-· ·, \,.,I-., specifications in location selected by Owner. Plug or ho.rd wire controHer onto GF! Location to be determined /nstaH vvhere required to prevent iovv head dre.inage. lnsta[1 vvith i J---·---------t-~----c--c-~---c---~---------, I S!esv0 lffBcler ~1i11provem0:nts: ' S!ze Per P!an I Unde! Vehicle Paving instan ma1n1!ne, witing and !atera.!s in s1apErate f-'VC Sch 80 sleevr:is \Nith :3CY: cover. Unde;· Pedestrian t:iaving instaJi msinfo1e; wiring and ls.tet·-a.ls in separate PVC Sch, 40 sleeves v-.dth 1811 cover. I ----------~ NOTE: ALL Sf--RAY HEADS ARE TO BE EOUiPPEl) \1\/ITH BUILT-li\i CHECK VALVES. ALL SPRAY HEADS TO BE EGU 1PPED W!TH A PRESSURE COMPENSATING DE\/lCE ft.LL HEJ\DS t\RE TO BE AD.JUSTED TO PROV1DE BEST COVEFU-\GE YC.) T!·-!E U\NDSCAPED /-\REA WITHOUT OVER SPRAY ONTO BUiLDINGS, VVALLS, '-IVAU<.~'✓AYS AND PAVING. ALL SPRINKLERS, V1~LVES AND VALVE:: BOXES 1N1TH EXTER!OR EXPOSUF1F: r\i::'.;E * TESHIMA DESIGN GROUP IANDSCAPE ~ • LAND PI.ANNINO 99113 BlJSIN.m>ARK AV& sum! C • SAN 00!00, CA 92131 !Dlll!ID---- BE PURPLE. ABBREVIATIONS AND SYMBOLS: n ............................................... ANGLE POINT -=-........ -...................................... ALIGN BC ................................................... Back of Curb BW ................................................... Back of Walk CL .............................................. , .... Center line Dia .................................................. DiB.1neter _ ............................ , .................. Direction of Dimension E ................................................... Electrical EQ .................................................. Equal Distance EW .................................................. End of Wall FB ...... ; ............................................ Face of Building FC ................................................... Face of Curb Fl ................................................... Fence ·Line FW .................................................. Face o!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 ; R . j___ ........................................ .,, eference point SE ................................................. South East SW ................ "." ........................... South West C 5' .. ----- RRIGATION AS BUILT I GRE YHAWK BUSINESS PARK /1\ 40' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. jft,lvl ~-~~ t I ui -e, 1.,, INSPECTOR DATE I SHJET I CITY OF CARLSBAD CTr] PLANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA - APPROVED ~ y~ ll-zs.<x )< ASSISTANT PIJINNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE IN!T!Al DATE INITIAL CHKD BY: 430-9L OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 ® @ 1 2 3 0 FINISHED GRADE G BRICK SUPPORTS ® PLASTIC VALVE BOX WITH PURPLE BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER HEAT BRAND 'GV' ONTO LID. @)112 C.F. 3/4" CRUSHED GRAVEL @BALL VALVE @MAINLINE (!) LANDSCAPE FABRIC BALL VALVE l"OTAfll.£; SER.VICI:! LINE 24 IN. "'""'" " " ., " .. l"URFLE ME::TE:R eox LID HATER METER :i. l'. :i. !'I 10 l"T}1IN. TO l"OTAeLI:! MAINLINI:! IN sme~I F!.EC'T'CL.1:!D HATl=R IRF!.leATION MAINLINe H/SLl=l=\/1; NOT!=, Vl=FI.TICAL CLl=ARANCe OF l::Z IN, MIN, 15 MANDATOFl.'T' >"IHeN CFI.OS5IN<5 PATH OF A POTA6LI= >"IATl=R LINE. INSTALLATION OF Rl=C'T'CLED HATEFI. IFI.Rl<5ATION MAINLINE 24 IN. FFI.OM FAce OF SIDl=>"IAL.K >"IILL. PFI.OVIDE THI= Nl:!CESSARY 10 FT. HORIZONTAL CL.l=ARANCe FFI.OM POTASL.e MAINLINE IN THI= STREET. POTABLE MAINLINE CROSSING • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECI'URE · LAND PLANNING 9903 BUSINESSPAll AVB. surrB C • SAN Dim0. CA 92131 PII' ---Oi!D1113-11112 TOO JOB NO. 04-062 DATE 02-lS-OS NOTTO SCALE @ NOTTO SCALE ® 0 ® © 0 © ® 0 NOTES: FINISHED GRADE 1" BELOW VALVE BOX TOP IN TURF AREAS. 2" BELOW VALVE BOX IN SHRUB BEDS PURPLE PLASTIC RECTANGULAR VALVE BOX WITH LOCKING LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. CONTROL VALVE, SEE LEGEND FOR SPEC WATER PROOF WIRE CONNECTOR -"SNAP-TITE' OR EQ. 18" WIRE LOOP ( WRAP 15 TIMES AROUND 1 /2" DIA. PIPE TO FORM COIL -REMOVE PIPE.) RECYCLED WATER TAG -CHRISTY'S 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. @ PVC LATERAL LINE -PIPE PER SPECS. ANGLE TO SPECIFIED DEPTH WITH 45 ELLS @ SCH. 80 UNION @) BRICK SUPPORTS -(1) ONE AT EACH CORNER IU) 3" SCH. 80 NIPPLE TYP, (3 TOTAL) @ LANDSCAPE FABRIC @) 1 C.F.-PEA GRAVEL (8} 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 G) 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 FIPT)(2) (V 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 FIPTTEE OR ELL 12" MIN. 5 NOTE: 1. Contractor shall install additional anti-drain valY8S, as required, to prevent low head drainage 2. Use bottom inlet only 3. Use pop-ups on all heads within 10' afwolks, lawn, or curbs. MASTER/REMOTE CONTROL VALVE NOT TO SCALE (~) POP-UP SPRAY HEAD NOTTO SCALE STREET SIJRFAC-E l"OTASL.E MAINLINE (SEE IMPROVEMENT DRAl'-IINeS) ;3,5 FEET 12 IN MIN REQL/IRED VERTICAL. SEPARATION ,v--"-REC-!'C.L.ED JIIIATER ~ARNINS · • __.:::,... TAPE ABOVE: MAINLINE. REC'T'C.L.ED WATER IRRl<SATION MAINL.INE NOTE, SEE TRENCHIN<S DETAIL. L.EEVE ALL. RECYC.L.ED WATER IPi.Rl<SATION PIPE AND SLEEVE:S SHAL.L. SE PL/RPL.E AND !..ABEL.ED. (SEE NOTE 10, SHEET L.--b) POTABLE SERVICE LINE CROSSING NOTTO SCALE DATE INITIAL ENGINEER OF WORK MAINLINE SPECIFICATIONS: CL. 315 FOR 2" OR MORE SCH. 40 FOR 1-1/2' OR LESS, NOTE: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 30" MINIMUM DEPTH. NOTES: 1. Pipe shall be snaked side to side in trench to allow expansion. (D FINISH GRADE ® CLEAN BACKFILL -90% COMPACTION REQUIRED -SEE SPECS 12" 18" @ PURPLE NON-PRESSURE LATERAL LINE PEA LEGEND © PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE G) PURPLE COLOR PRESSURE SUPPLY LINE PER LEGEND IF ROCK LARGER THAN 2" IS PRESENT @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES -INSTALL BELOW (f) 6" MIN. CLEARANCE FROM HARDSCAPE ( MAINLINE ONLY) 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 NOTTO SCALE . /1\ REVISION DESCRIPTION APPROVED FOR PLANTING REVISED PER CITY COMMENTS 10-9-05 "AS-BUILT " AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I SHBET I ~ CITY OF CARLSBAD PLANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA ' ' APPROVE\/) y '/.,~ /2-lc/-as- ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PIP 05-01 430-9L OTHER APPROVAL CITY APPROVAL RVWD BY: G) HARDSCAPE (TYPICAL) @ CLEAN BACKFILL -90% COMPACTION REQUIRED -SEE SPECS ® SAND (TYPICAL) © NON-PRESSURE LATERAL LINE IN SLEEVE 18" MINIMUM DEPTH NOTES: J r 1. All sleeves to be Sch.40 PVC ( Sch.80 under vehicle paving). •• 4' ,'4 2 6 NOTE: 2. All sleeves shall be 2x the size of the pipe being carried. Min. sleeve size shall be 2". 3. Extend sleeves 12" beyond edge of hardscape on both ends. 4. During installation tape closed ends of pipes until all laterals and wires have been run. ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 30" MINIMUM DEPTH. @ SLEEVING ~ 2" J_ n==:===:=:::;;i-•-18_" _____ ~1 __ ..,.;"-. -,-,..,.,, ... -._ --~--3 11 ·_!-W."",2" 16-;,:,I .01-m11-=1TI:11 -· ~-\t> ~ -·: -=lllll 1111 1 I I """$=~ l~lJ I,, ,I I ~I I I 111:-1 0 -1 I II 11 =-.,__ --=111=- i' I 11 ~~ 1 i11 111 '. · · ffR;~sr---1 -i I j 11 · ,, 8 'I I-'" ' 9 ' , ' ' NOTE: QUICK COUPLER SHALL BE TYPE APPROVED FOR USE WITH RECYCLED WATER WITH ACME THREADS ® @ 0 ® ® 0 ® ® @ QUICK COUPLER * TESHIMA DESIGN GROUP LANDSCAPE ARCHI.TECI'URE • LAND PLANNING 9903 Btl!IINPSSPARK AVB. surJ'B C • SAN D!000, CA 92131 l'R IILle) -FAlll M 9'-1182 TOO JOB NO. o+-062 DATE= 02-15--0S NOTTO SCALE 9" DIA. PLASTIC VALVE BOX WITH PURPLE LID 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 RED BRASS COUPLING RED BRASS RISER 1/2 CU. FT. MIN. CONG. THRUST BLOCK PVC ELL OR TEE (CONNECTION TO MAINLINE) (2) RED BRASS STREET ELLS RED BRASS NIPPLES (2) RED BRASS ELL PAINT "0" ON COVER NOTTO SCALE ® 6 r -------r-..;,;,ts.:: -,-+~ I---------< 3 __..--iL-------~---L----~--~ G) LOW VOLTAGE WIRE, 3 MAX. G) OUTER CASE OF CONNECTOR G:> INNER CASE OF CONNECTOR G) 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. Al I 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 required ) WIRE CONNECTOR 5 ~ CD PRIMARY MAIN LINE. SEE PLAN FOR SIZE. @ SUB-MAIN (PURPLE COLOR)- SIZE VARIES. SEE SCHEDULE BELOW MAINLINE SCHEDULE: 1-10GPM 1'SCH.40 11-18 GPM 1-1/4" SCH. 40 19-25 GPM 1-1/2" SCH. 40 21'>-39 GPM 2' CL 315 40-58 GPM 2-1 /2" CL. 315 ® TEE OR ELL WITH REDUCER BUSHING 0 BALL VALVE. SEE DETAIL. @) CONTROL VALVE. SEE DETAIL. ® QUICK COUPLER. SEE DETAIL 0 LATERAL LINE (CL 200). PURPLE COLOR. SEE PLAN FOR SIZE. NOTTO SCALE VALVE MANIFOLD INSTALLATION {TYPICAL) NOTTO SCALE DATE INITIAL ENGINEER OF WORK 7 r- 6 CD 12 12" MIN. /1\ REVISION DESCRIPTION 8 ..--------,~ 0 2 3 CD CONTROLLER, EXTERIOR WAUL MOUNT FASTEN TO WAUL PER MANUFACTURERS RECOMMENDATIONS. SEE LEGEND FOR SPECIFICATIONS 0 120VOLT POWER SUPPLY IN J-BOX, BY OTHERS ® ELECTRICAL CONDUIT (1 ") 0 LOW VOLTAGE WIRE IN GREY PVC CONDUIT (2" DIA) WIRE TO BE SLEEVED IN CONDUIT TO 18" BELOW GRADE @swEEPELL @) LOW VOLTAGE WIRE TO REMOTE CONTROL VALVES 0 FINISHED GRADE @ RECYCLED WATER WARNING TAG NOTES: ON INTERIOR INSTALLATION ALL WALL PENETRATIONS SHALL BE CLEAN AND SHALL BE RESEALED WATER TIGHT. WALL MOUNT CONTROLLER 1 ---.10 NOTE: 5 G) SHRUB OR BUBBLER HEAD 0 1/2' SCH 80 PVC RISER 0 FINISH GRADE 0 B" FROM STRUCTURES © EDGE OF WALL, FENCE OR OTHER SCALE: N.T.S. CONSTRUCTION 0 1 /2" X 1 /2' FIPT X FIPT SCH 40 PVC ELL 0 1/2" MARLEX STREET ELL (MIPT X FIPT) 0 1 /2" SCH. 80 PVC THREADED 6' RISER 0 1/2" MARLEX STREET ELL(MIPT X FIPT) @ PVC LATERAL LINE @ SCH. 40 PVC S XS X FIPTTEE OR ELL @ 12' FOR SHRUB SPRAYS 6" FOR SHRUB BUBBLER$ @ RECYCLED WATER WARNING TAG (ADHESIVE-BACKED), ATTACH TO RISER 1. Contractor shall install addltlonal anti-drain valves, as required, to prevent low head drainage. 2. Use pop-ups on all heads within 3' of walks, lawn, or curbs. SPRAY HEAD ON RISER APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRFC/SE LOCATION OF PLANTING AREAS. I SHgET I NOTTO SCALE REVISED PER CITY COMMENTS 10-9-05 "AS-BUILT " PE. EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD PLANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA ,... APPROVE~ ---/i 2« 12-lt/-os- ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: 430-9L OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 'S~iil{-----43 ~----,J~U _L=EG=E=N..;a;D _______ _ == SECTION/ ELEVATION (J) SURFACE MOUNTING 6FeACKET Fet.lN 5EN5OR WIRED NORMAlL Y CLOSED MOUNTING SCREW (I OF 2) WIRE TO IRRIGATION CONTROLLER @ WIRE TO REMOTE CONTROL VAL.VE NOTE, • MOUNT IN AN AREA THAT WILL 6E EXFO5ED TO UNO6STRUCTED Fet.lNFAL.L, 6UT NOT IN THE FATH OF SPRINKLER 5FRAY. RAIN SENSOR MOUNTING DETAIL '. NOTES: ... ~-. -.,·i \ 1. 6HE~ SH(c~ 8~ N~&IP,NG~ ' .' R C NN C ON B N E METER AND BACKFLOW ASSEMBLY. 2. ~ONSTRUCJ ~· ~IGH /~T~~ £ Atl ON ID S O A l W R VENTE WHEN INST A ~ALL BE AT ;Hl/m f!ID 0 3 € ~ M- ,,....3 4" ~-PR VID H I AL '-., AN~ Jiif L~~ ~~~~~--2' " ~-MAX t= 1 go NBI '1§TALbd~ ~REA 5 UBJ CT FL IN . 12" MIN. 2 36" MAX. 2 1 ,,;• MAY, .1., •. .~, ... ... , .. _ I ;.::r-= .: t::.. ::c.; I I Mt Ti;R I I .. • . . . ' 11 Lq I :, '~ ... t=. • @--!1~-.. ., • -., II • " . .. . ,.. . •· Li ~----W -~ I I 3 7 3 II I I // // PUBLIC PRIVATE CONSUMERS RESPONSIBILITY s::---·--,-// ____ _,.. TO ~E INSTAbL&D PUR~~A?T TO W!NICf 'dt ~O~E BOO 14.08. 1 4001-C. & Tl E 1 H CALIFORNIA ADMINISTRA V CODE. ITEM DESCRIPTION <;pEr. /QWL 1 METE"' AND VAL ,n::: ( RY DISTRICT • 2 TYPE K HARD OR TY.-t L HARD 1 PPEtt OR BRASS RISER. 9 3 COPPER OR BRASS 90' ELBOW { SOLDER JOINTS OR THREADED FITTINGS J. 4 COPPER OR BRASS NIPPLE. 5 BRASS ''NION. 6 APP1ffivi:'ri OA('Kfl nw PR!:. v1:.NTER ASSEMBLY. I CON' RETE THRUST BLO•'K 8 METER BOX I BY DISTRICT l. . REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 2 INCH AND UNDER BACKFLOW INSTALLATION • TF.SHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE · IAND PLANNING 9903 BUSINESSPARK AVF. SUITE C • SAN DJOOO, CA 92131. PIP 11111) 11H11:14 PAll'I (Ill - 100 JOB NO. 04-062 DA'fBl 02-lS--05 /fa L 67 .--:.... 6-04 CITY £NGINEE!l DAlt STANOARO owe. NO. W20 NOTTO SCALE /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 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: 97 P.S.I DATE PRESSURE GIVEN: 5-6-05 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 SIDS. 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. SLEEVE TO BE INSTALLED ON RECYCLED MAIN AND EXTEND TEN (10) FEET ON EITHER SIDE OF THE POTABLE MAIN. REVISED PER CITY COMMENTS 10-9-05 ,, APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISF P.E. EXP. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE CT[] CITY OF CARLSBAD SHEETS 0 PLANNING DEPARTMENT 19 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA APPROVEl\j\__ o/, ,, . --' /n,, I 2.-1e;-o.1, ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INIT.IL DATE INITIAL CHKD BY: QTI,ER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 430-9L I~ TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 5' from paving. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. A 441.0 FF 440.J PAD* EMPLOYEE CONCRETE LUNCH AREA. CONCRETE SHALL BE SAN DIEGO BUFF COLOR WITH HAND TROWELLED GROOVES AT 5' O.C. AND MED. BROOM FINISH All trees within 5' of any hardscape shall have root barriers . .. _.;....----7"'-"'-·"--· _.,, .. ,_,_ .... , ___ """ 5 FEE~ TALL SCREENING HEDGil C!CRETE PAD FOR DE ECTOR CHECK .--..._ -AS EMBL-Y-··-·-+-~ • B 443.5 FF 4428 PAD* INSTALL 2"·3" RIVER ROCK (SALT AND PEPPER COLOR AS AVAILABLE AT KRC ROCK) WITH PERMEABLE WEED BARRIER. C 443.5 FF 4428 PAD* ROOT BARRIER PERIMETER SCREENING SHRU7B.._ __ CONCRETE PAD FOR DETECTOR CHECK ASSEMBLY f 4500FF 449.J PAD* MAINTAIN ALL OF THE BUILDt HEDGE SHALL FROM THE BUI * TESHIMA DffiIGN GROUP LANDSCAPE ARCHlTECIURE • LAND PLANNING 9903 BUSINEB'ARIC. AW. SUI11! C • SAN DlEOO, CA !12131 1'11) -----TOOJOBNO. 04-062 DATE: 02-15-0S G 451.0 FF 4503 PAD* RU BS ALONG THE BASE G AS A 36" HIGH HEDGE. OT OBSTRUCT ANY VIEW ING WINDOWS (TYPICAL). • • • • 5 FEET TALL SCREENING HEDGE I H 454.0 FF 453.J PAD* INSTALL2"-3" RIVER ROCK (SALT AND PEPPER COLOR AS AVAILABLE AT KRC ROCK) WITH ERMEABLE WEED BARRIER. --I ) I ~ ••••••••••••••••••••• ~,-~ ••••••••• J •• ~ MATCHLINE-SEE SHEET 15 SEE SHEET 15 FOR PLANT LIST SEE SHEET 16 FOR PLANTING DETAILS SEE SHEET 18 AND 19 FOR PLANTING SPECIFICATIONS ., I I I I I I I I I 454.0 FF 453.J PAO* \ ~ .. • •• , JI i I ! I I o 51 ~o• 40• North SCALE, 1"=20'-0" D 441.0 FF 446.J PAD* INSTALL 2"-3" RIVER ROCK (SALT AND PEPPER COLOR AS AVAILABLE AT KRC ROCK) WITH PERMEABLE WEED BARRIER. 11\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION [ 441.0 FF 446.J PAD* " C NCRETE HEADER KEY MAP ' ' KEY MAP NOTTO SCALE ~. North NOTTO SCALE REVISED PER CITY COMMENTS 10-9-05 " APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE uTI CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA - APPROVED .,,,) /I~ I 2 --lt/-OS- ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 430-9L PERIMETE NING SHRUBS 1-1 I -0---- . . . J 457.0 FF 456.J PAO* • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECI'ORE · LAND PLANNING 9!J03 BUSINE&'lPARK AVE. SUITE C • SAN Dll!ClO, CA !m3l PB) lll>!ll!H8H RllO -- TOO JOB NO. 04--062 DATE; 02-JS--05 K 460.0 FF 459.J PAO* MAINTAIN LL SHRUBS ALONG THE BASE OF THE BU LDING AS A 36" HIGH HEDGE. HEDGE SH U. NOT OBSTRUCT ANY VIEW FROM THE UILDING WINDOWS (TYPICAL). \ ! I I \ I '. I LAWN TREE PLANTING NOTES: 5 FEET TAU. SCREENING HEDGE • Plant trees minimum 2' from curbs. Plant trees minimum 5' from paving. Plant trees minimum 7' from sewer lines. 4 .. ... : ' ;J • I • . • '.4..., __ __;_'1. Trees shall not be planted in conflict with public utilities. /\II trees within 5' of any hardscape shall have root barriers. SEE SHEET 15 FOR PLANT LIST ,. L 46J.5 FF 462.8 PAO* INSTALL 2"-3" RIVER ROCK (SALT AND PEPPER COLOR AS AVAILABLE AT KRC ROCK) WITH PERMEABLE WEED BARRIER. SEE SHEET t6 FOR PLANTING DETAILS SEE SHEET 18 AND 19 FOR PLANTING SPECIFICATIONS M 463.5 FF 462.8 PAO* North -rO • ~ I -0 ,, :20' 40' SC.ALE: 1"=20'-0" \ ----, \ " . "(_ / -~ / . ---------- DATE INITIAL ENGINEER OF WORK TEMPORARYi&E ACCESS UNTI PEAMANAl)f ACCESS \ ~-coME~AOM THE kl/!il!ltitii:-1'. NORTH COORDINATE LL P NTING IN THIS ( I". EA rlTH SDG&E /1\ REVISION DESCRIPTION / ) j ~f-, GREYHAW cov "'~ Tri 71 ll'Tll. t, -.i. ,i, 0 --~';!111,,.,;,;+,;:;:iirl -----·; --- ..--c, ----£~#~-----------~---_:-_:::@'- -c-:=:--:".""'""--- -.;:S!f';39,/ ----.(£7✓ .,,.---;:.,~.,.- ✓--::ef_r>..,, ----"##----~ .,,,,.,-;p:------ --..{?- ~----_;-*;::,-,-- ,., ..... ~_;-_;:....--- ----.:.::fr;:_.,-North /ef~---- -:,-:-;fJf-::;;:/ ,,,..,..-_;:_if;:.--/ KEY MAP NOTTO SCALE ,.-_;:.,,,....- APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING EEECISE LOCATION OF PLANTING AREAS. uTI 2 REVISED PER CITY COMMENTS 10-9-05 "AS-BUILT " P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA APPROVEC '-A. / (),, /2-N-os- ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PIP 05-01 430-9L OTHER APPROVAL CITY APPROVAL RVWD BY: • TFBIIlMA DESIGN GROUP LANDSCAPE ARCHITECTURE · LAND PLANNING 99<8 BUSINPSSPARK AVB. SUITB C • SAN DIP.00. CA 92l3l 1'lt IJIJII) -l'AlD Clllll - TOO 108 NO. 04-062 DATE,: 02-15-0S ' ,I •'• .. ,,: ·, .. ·:-. ':1· •,~·\, ·•-:,·.:· ). _ ....... «. MATCHLINE -SEE SHEET 11 ··1· ~ .... ~: ·:·-1 111-1111-...-...,......,..-.,_...,711111171■..-_ •111n111.-.1111r1-~ • 1 \ \ TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 5' from paving. 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. SEE SHEET 15 FOR PLANT LIST SEE SHEET 16 FOR PLANTING DETAILS -~ -. ~~---o•~====~~•-·•-•••L:=--o· -[. 0 444.0 fF 44.13 PAO* p INSTALL2"-3" RIVER ROCK (SALT AND PEPPER COLOR AS AVAILABLE AT KRC ROCK) WITH PERMEABLE WEED BARRIER. 444.0 FF 44JJ PAO* SEE SHEET 18 AND 19 FOR PLANTING SPECIFICATIONS Nor-th I I I ! TE PA~IFOR R CHECK LY INSTALL2"-3" RIVER ROCK (SALT "f-.l.. AND PEPPER COLOR AS AVAILABLE AT KRC ROCK) WITH PERMEABLE WEED BARRIER. Q 441.0 fF 446.J PAO* 5FEE ~ LLSCR~ENINGI ~ ..... -4 ;1'-l?<\=li HEDG , I I I I I r I I I 1-~~"'"" 1---=t;i~ I ------,~711 I----~-- t I ---i---i I 1-+l--f:fJ.~ '/,X--;/ %1/'' // ,./ // _,/ ,,,, ,/ ,/ /' . ,-I ./ T 448.0 fF 441.J PAO* <¾</ ; ; . / /1NSTALL 2'-3" RIVER ROCK (SALT AND PEPPER COLOR AS AVAILABLE AT KRC ROCK) WITH PERMEABLE WEED BARRIER. I ~·H-~ -r-,7 111ate~I~ .///A L1\ 0 ,. 20· 40• DATE INITCIL 5CALE, 1"=::20'-0 11 ENGINEER OF WORK REVISION DESCRIPTION R " IE) ~ 441.0 FF 446.J PAO* u 448.0 fF 447.J PAD* -~0 ~-,----. MAIN , IN ALL SHRUBS ALONG THE BASE OFT~ BUILDING AS A 36" HIGH HEDGE. HED~[ SHALL NOT OBSTRUCT ANY VIEWs--------:lt'i FROM,THE BUILDING WINDOWS (TYPICAL). s 447.0 FF 446.J PAO* • • ··= (Jj -• -_·:-5V--'-~1 • = • • I • • I • • • • • • I • • • I It) . ,- • t-■w IW 5 FEET TALL SCREENING HEDGE ■:c ■Cl) i I I ' II I I .. , V 448.0 fF 441.J PAO* t~ I [!; / !<i: I 6 -------- •w ---■-w •cn I ·■-I ■W ■Z ·---•...1 •:c •o •t- i <C : == I I II I I I • I II II REVISED PER CITY COMMENTS 10-9-05 ,, APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE []TI CITY OF CARLSBAD ~ 3 PLANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA - APPROVE! ~ lz..-1q-as-. , '-n ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 430-9L w---- • • '-----.. \ \ \ \ \ \ \ \ \ TOTAL SITE IS 356,664 S.F. (EXCLUDING SLOPES AND BUILDING) TOTAL LANDSCAPE AREA IS 81,551 S.F. _11_% OF THE TOTAL SITE IS LANDSCAPING TOTAL TURF AREA IS 7,912 S.F. TURF REPRESENTS Ji_% OF TOTAL LANDSCAPE. ALL EXISTING TREES ARE STREET TREES PER CITY APPROVED DRAWING NUMBER 399-4M. EMPLOYEE EATING AREA THE EMPLOYEE EATING AREAS PROVIDE 11,328 S.F. OF HARDSCAPE-LANDSCAPE AREA FOR EMPLOYEE BREAKS. THE AREA INCLUDES OUTDOOR DINING, BENCHES, SET IN A BEAUTIFUL LANDSCAPED SPACE. (MEETS THE 300 S.F. /PER 5000S.F. BUILDING RATIO.) MAINTENANCE LANDSCAPE MAINTENANCE TO BE THE RESPONSIBILITY OF BUILDING OWNERSHIP. \ \ \ \ \ \ \ \ \ EXISTING 20' WIDE STORM DRAIN EASEMENT. NO TREE PLANTING ALLOWED TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 5' from paving. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utllltles. All trees within 5' of any hardscape shall have root barriers. *~~~~~ !l!I03 BUSINPBSPARK AVB. SUITB C • SAN DJBG0. CA 9'1J31 )'Ill----- TOO JOB NO. 04,--062 DATE 02-15-0S \ \ \ \ \ PLANTING NOTES 1. CONTRACTOR SHALL HAVE A THOROUGH STANDARD SOIL TEST PERFORMED IN THREE DIFFERENT LOCATIONS ON THE SITE AND COMPLETED BY A LICENSED AGRONOMIC LABORATORY PRIOR TO AND AFTER LEACHING OF SALTS AND PRIOR TO ANY PLANTING OF PLANT MATERIAL PRE-APPROVED BY THE CITY INSPECTOR. THE SOILS TEST SHALL INCLUDE, BUT NOT BE LIMITED TO, THE TESTING OF SOIL SALT LEVELS, NUTRIENT LEVELS, AND SOIL PERCOLATION. SOIL TEST RESULT SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO AMENDING THE SOIL. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCING LANDSCAPE INSTALLATION. 3. ALL LANDSCAPE AND IRRIGATION INSTALLATION SHALL CONFORM AND FULLY COMPLY WITH THE CITY OF CARLSBAD LANDSCAPE MANUAL. 4. ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO OCCUPANCY. 5. THE OWNER IS REQUIRED TO PERMANENTLY AND FULLY MAINTAIN ALL LANDSCAPE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY . 6. ALL INSTALLED TREES WITHIN 5' OF HARDSCAPE SHALL HAVE ROOT BARRIER INSTALLED ADJACENT TO HARDSCAPE, NOT ENCIRCLING ROOTBALL. 7. CONTRACTOR TO INSTALL 3" OF SHREDDED BARK MULCH IN ALL LANDSCAPE AREAS THAT ARE LESS THAN 2:1 SLOPE. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. 8. ALL PLANT MATERIAL SHALL BE APPROVED AT THE PROJECT SITE BY THE LANDSCAPE ARCHITECT PRIOR TO ANY PLANTING. ALL PLANT MATERIAL REJECTED BY THE OWNER OR LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE PROJECT SITE AT NO ADDITIONAL COST AND REPLACED. 9. SUBMIT PHOTOGRAPHS OF TYPICAL TREE FOR EACH VARIETY AND SIZE, TO BE PROVIDED UNDER THIS CONTRACT FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE PROJECT SITE. 10. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. THIS MAY BE DONE EITHER AT THE SITE OR AT THE NURSERY. CONTRACTOR SHALL PAY FOR THE LANDSCAPE ARCHITECT'S TIME AND MILEAGE FOR ALL NURSERY VISITS. ~&;;;~;;'/ ~:ir+~t'lf,,~i#,1'ifJ?&,~~~ti;+J,Scl'5ZK~""'6d-.t,,t.l ~ INSTALL2"-3" RIVER ROCK (SALT AND PEPPER COLOR AS AVAILABLE AT KRC ROCK) WITH PERMEABLE WEED BARRIER. ' I I I --- '~-------"t""-'l \ AA 446.0 FF 445.J PAD* ' \ \ \ ' ' \ I I \ \ \ SEE SHEET 15 FOR PLANT LIST [_J I ---J..~:~ --: __ -_-~ CONCRETE PAD FOR DETECTOR CHECK ASSEMBLY ,. SEE SHEET 16 FOR PLANTING DETAILS 11. ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH PLANT SPECIES. ALL PLANTS ARE TO BE FREE OF DISEASE AND SCARS, AND TO HAVE GOOD COLOR, FULL HEADS AND GOOD CALIPER (15 GALLON -3/4" MINIMUM, 24" BOX-1 1/4" MINIMUM, 36" BOX -2" MINIMUM. 12. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE FULLY WATERED IMMEDIATELY AFTER PLANTING. 13. PRIOR TO PLANTING, ALL PLANTING AREAS SHALL BE FREE OF WEEDS, ROCKS AND DEBRIS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO PLANTING. 14. UPON COMPLETION OF PLANTING OPERATIONS AND BEFORE ANY SITE OBSERVATIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS, AND BROOM AND WASH THE AREA CLEAN. 15. LONG TERM MAINTENANCE OF THIS PROJECT SHALL BE PROVIDED BY THE OWNER. l JI MATCHLINE -SEE SHEET 13 MAINTAIN ALL SHRUBS ALONG THE BASE OF THE BUILDING AS A 36" HIGH HEDGE. HEDGE SHALL NOT OBSTRUCT ANY VIEW FROM THE BUILDING WINDOWS (TYPICAL). BB 449.0 FF 448.3 PAO* I I I ; I I I KEY MAP ~ Nor-th NOTTO SCALE REVISED PER CITY COMMENTS 10-9-05 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P.E. EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ f-----,---+----------------1-----1---+----,---1 L:!.iJ PLANNING DEPARTMENT ~ :=====-=====:::::::::::::::::::=::::::::::::::::::::===:..::::===; 0 ,, 20' 40' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE IN!TIAL OTHER APPROVAi. CITY APPROVAL PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA ASSISTANT PLANNING DIRECTOR DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. PIP 05-01 DRAWING NO. 430-9L SEE SHEET 18 AND 19 FOR PLANTING SPECIFICATIONS SC-ALE: l"=.20'-0" PLANT LIST TREE CODE BOTANICAL NAME COMMON NAME IOTV SIZE NOTES ~ Lagesrtroemia indica 'Natchez' Crape Myrtle 30 24" Gallon Multi-Trunk. See Detail N and P. 0 Prunus cerasifera 'Krauter Vesuvius' Purple Plum 22 24' Gallon Multi-Trunk. See Detail N and P. 0 Koelreuterla bipinnata Chinese Flame Tree 26 24' Gallon Multi-Trunk. See Detail N and P. © Tristania conferta Brisbane Box 50 24' Gallon Standard. Double stake per detail N. See Detail P. 0 Pinus eldarica Afghan Pine 7 24' Gallon Standard. Double stake per detail N. See Detail P. 0 Padacarpus gracilior Fern Pine 28 24' Gallon Standard. Double stake per detail N. See Detail P. 0 Cupaniopsis anacardiaides Carrot Woad Tree 79 24' Gallon Standard. Double stake per detail N. See Detail P. EXISTING STREET TREE CODE BOTANICAL NAME COMMON NAME QT' SIZE NOTES ,,---, Existing Street Tree Existing ta remain. Protect in ( ~ ' Place. See notes on olan. , ... _ .... GROUND COVER CODE BOTANICAL NAME COMMON NAME QT' SIZE NOTES Begonia sempervirons Bedding Begonia r,ats or 12"O.C. See Detail 0. Pots ~ Pelarganium peltatum 'Balkan' Ivy Geranium Flats or 12'O.C. See Detail 0. Pots ~ Gazania 'Mitsuwa Series YellaW' Gazania Flats or 12' o.c. See Detail O. Pots Hedera helix 'Needlepoint' English Ivy Flats or 12'O.C. See Detail 0. Pats %%}' Flats or :/:% Myoporum parvifolium 'Pink' Pink Myoporum Pnts 12" O.C. See Detail 0. SHRUBS CODE BOTANICAL NAME COMMON NAME IOTY SIZE NOTES (D Buxus microphylla japanica 'Green Beauty' Japanese Boxwood 22 5 Gallon t-'lant 18" u.v. Maintain as hedge. See Detail P. ® Lavendula dentata French Lavender 89 5 Gallon See Detail P. @ Escallonia 'Compakta' Compact Escallonia 150 5 Gallon See Detail P. Plant 42' O.C. Maintain as 36" 0 Ligustrum japonicum 'Texanum' Texas Privet 89 5 Gallon High hedge along building walls See Detail P. Plant 36' O.C. Maintain as 36' © Rhaphialepis indica 'Clara' India Hawthorn 1056 5 Gallon High hedge along building walls See Detail P. Plant 48" O.C. Maintain as © Podocarpus henkelll Weeping Yew Pine 155 5 Gallon hedge 60' High hedge. See Detail X. Plant 48' o.c. Maintain as 0 Prunus carolina 'Bright n' Tight' Carolina Laurel Cherry 275 5 Gallon hedge 60" High hedge. See Detail P. Plant 48" O.C. Maintain as 36' 0 Photinia fraseri Fraser's Red Tip Photinia 359 5 Gallon High hedge along building walls See Detail P. 0 Xylosma congestum Xylosma 116 r-lant 42' u.v. 1v,aIntam as 36' 5 Gallon High hedge along building walls See Detail P. @ Leptospermum scoparium 'Ruby GloW' New Zealand Tea Tree 20 5 Gallon See Detail P. ® Phormium 'Dusky Chier New Zealand Flax 57 5 Gallon See Detail P. 0 Plant 42' O.C. Maintain as 36' Pittosporum tobira 'Variegata' Variegated Pittosporum 829 5 Gallon High hedge along building walls See Detail P. @) Trachelospermum jasminoides Star Jasimne 88 1 Gallon See Detail P. e Llrope muscari 'Majestic' Big Blue Lily Turf 52 1 Gallon See Detail P. 0 Agapanthus 'Queen Anne' Lily-of-the-Nile 226 1 Gallon See Detail P. fl, Hemerocallis hybrids Day Lily 640 1 Gallon See Detail P. 0 Rhaphiolepis indica 'Ballerina' India Hawthorn 202 5 Gallon See Detail P. • Phormium 'Maori Chier New Zealand Flax 21 5 Gallon See Detail P. e Nandina domestica 'Gulfstream' Dwarf Heavenly Bamboo 206 5 Gallon See Detail P. TURF CODE BOTANICAL NAME COMMON NAME OTV SIZE NOTES I~ \',1•• •J /!1:,:~,l• ' •1 " .. ,. I 11:i ~,'~~!.~ ~:~ ! Fescue Blend Dwarf Marathon II Sod NOTE: ALL TREES LOCATED WITHIN 5 FEET OF ANY HARDSCAPE AND WHERE SHOWN ON PLAN SHALL BE INSTALLED WITH ROOT BARRIER. ROOT BARRIER SHALL BE BIO-BARRIER. SEE DETAIL Q ON SHEET 16. TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 5' from paving. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. MATCHLINE -SEE SHEET 11 Ir II 1111 1111 ■·,-.1111-1111-m-■-III-III-IIII IIIUILIIII~ IIUl!ll_!II _Ill~ _111_■-'. ■_!II' _t 1111 ■ 1[11_ 1111 ■ 111111111111 Ill Ill 1111111111111111111111111111 -i:,,~-~ 11 111 1111 1111 11111 II 111111111 .. ~ 1111 :. t:~ -~---1 l l __ ------]_ ---------· -~~~~~N~MWD I,] \ ---;;;;-'""-' llq Ill Ill • I I i~ - Ill I -,--I = I ---+-+- [ 12l II = 11111 :[Z t- INSTALL 2'-3" RIVER ROCK (SALT AND PEPPER COLOR AS ~~ AVAILABLE AT KRC ROCK) WITH PERMEABLE WEED BARRIER. w Ill I Ill II Ill Ill ~~~) Ill : l Ill 5 FEEljTALL sp~. EE II HEDG~ 11 Ill I i Ill ' Ill I I Ill M1111 [ "'"'Ill tu:1 I Wa: :C111 Cl) Ill • w ..... -..... -'"-t:~ w• Cl) --I II i w•I z• -· ...111 :Cl o• 1-11 <• :iE Ill II Ill II I II I Ill 451.5 FF 451.8 PAD* X 4520 FT 451.J PAD* MAINTAIN ALL SHRUBS ALONG THE BASE OF THE BUILDING AS A 36" HIGH HEDGE. HEDGE SHALL NOT OBSTRUCT ANY VIEWS FROM THE BUILDING WINDOWS (TYPICAL) . y 455.0 FF 454.J PAO* ' 6 FEET TALL 1,,·,1,--REENING HEDGE ~ •~lmAA~G:~~ ll!lCl3 BUSINESSPARX. AVE. SUil'E C • SAN DIEGO, CA 92131 I'll! il!I) 11H1111 FAlll 11111) IIP.!-1182 SEE SHEET 16 FOR PLANTING DETAILS 0 ~' :20' 40' 11\ DATE INITIAL z 456.0 FF 455.J PAD* 1DG JOB NO. 04--062 DATE 02-1.S-OS SEE SHEET 18AND 19 FOR PLANTING SPECIFICATIONS North SC-ALE, 1"=20'-0" ENGINEER OF WORK REVISION DESCRIPTION APPROVED FOR Ill Ill II 1111 Ill Ill II Ill& ~ , ... -1~ 1,,,-,f-. ,y, ~ C\I ,- ~ North NOTTO SCALE REVISED PER CITY COMMENTS 10-9-05 "AS-BUILT " PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE CT[] CITY OF CARLSBAD I SH1E9S I 5 PLANNING DEPARTMENT PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA ~ APPROVE!\; .7~ 12-1¥~ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 430-9L \ 1 • (2) 2 IN. DIA. X lit> FT. L.ONG L.ODGl:FOL.I: PINE STAKeS, SET PE~NDICUL.AR TO ~VAIL.ING WINDS. 2 -Y.I.T. 'CINCµ Tree·, Ol'lt EQUAL.. INSTALL. PER MANUFACTUl'ltl:'e, SPECIFICATION&. ?> -&ET CROWN 2 IN. AeCVE FINleµ GRADE. 4 • CUT TOP &l:CTION OFF OF ST AKe 6' 6EL.OW TRI:!: CANOPY. !!> • FINI~ G""4DE. 6 • 6ACKFIL.L.(SEE SPEC.! PUDDLE AND SETTLE. SET TREE 2 IN. A60VE FIN. GR 1 - e,. -_.-,,;:-;,,,,,.,. ~f.-::,1'"" ::"'1'h=l"'cmT"n, I 2 X ROOT6ALL. DIAMl:TEl'l ;l IN. WATERIING eAelN, EXCEPT IN LAWN ARl:AS. ReMOVE AFTER MAINT. PERIOD. 9 -FL.ANT T A6LETS. IN6T ALL PER MANUFACltlRER'S &PECIFICATION&. lit> -PL.AC!: ST AKES OUTS ID!: OF l'ltOOT6AL.L. 14 15 II • FIN. Gl'ltADE AT EXISTING, SLOP!: (AS REQ'D!. ~ -4' FEl'FOAATED FIFE W/eL.ACK l'ltOI..ND GRATE CAP -4' MIN. AND 6' MAX. LENGTµ ~PPED wrrµ FILTER FAeRIC (I) Fera! I& GALLON Tl'ltEE <21 PEl'lt 24 eox TPltEE NOTE, Tl'!EEe 1& GAL.LON erze Ol'lt SMAI.L.El'lt -i"1'10YIDI! SINGLE er AKE. 13 -.,... Gl'i:AVEL Dl'i:AINAG,E SUMP w,rµ FIL TEl'lt FA61'1tlC EDGE Tl'ij;i:S 24' eox &rze OR L.ARGE:l'i: -f'!C10YIDe DOUeL.e ST AKI:. CUT &TAKI:&' 61:L.OW TRI!!: CANOPY. 14 • 6 '•it>' MAXIMUM I& -lit>'-it>' MAXIMUM NOTE, TREE& IN TUI'<!' AREAS TO RECEIVE TREE Tl'<UNK F'ROTECTOR AT 6.ASE. 1h -Tl'ij;E l"IT-FIL.L. AND SETTLE WfTµ WATEl'lt A MIN. SHALL eE 'Al-?BOF<GsAF<D' 6Y DEl:P ROOT. OF 24 µOU!'<;!; l"r-!IOI-! TO PLANTING. ® TREE DOUBLE STAKING AND DRAINAGE ~-------µAP.PSCAFE N, VAl'i:IE& ~-+-+-----t--1 IN. At TUl'<F ~T eA"'°'IER (6I0-6ARl'<IER! NOTE, !'WOT 6ARRIEl'ltS e,µAL.L 6E INST AL.LED Wf.ll!N TRl:E IS WITH-IN e, FT, OF ANY HARDSCAFE, AND el-!AL.L. BE INeTAL.LED ADJACENT TO THE HAP.Pe.CAPE ONLY FER THI: MANUF. SPECIFICATIONS. 4' •-1 I -TREE TRUNK 2 -e10-eAll<l'ltlER 2 IN. AT Sf.4RU6 6I0-6ARRIEII< AVALIA!3L.E AT 6UTL.l:11<'e MIL.L. 6AN DIEGO, CA. (619) 26.>-61&1 24' TOT AL LENGsTH -12' EITf.lER DIRECTION ;, -EDGE OF HAl'l!DSCAPE (CU~, FAYING,, FAD, ETC.! ROOT BARRIER TESHIMA DESIGN GROUP LAN.DSCAPB A1lCHITI!CTURB • LAND PLANNING 990.1 lllJS.INE!S.'IP.ARlt AVB. surm C • SAN DIF.G0. CA 92131 .PltOltOIIPHIIZI R\XlQltO- TOO 10B NO. 04--062 DA'IE 02-15--0S NOTTO SCALE NOTTO SCALE NOTTO SCALE ® (D21NCHES @ PREPARED SOIL @ FINISH GRADE OR WALK 0 EQUAL (X) -SEE PLANT LIST @ PLANT TABLET ® CONCRETE CURB OR HARDSCAPE IMPROVEMENT. AS INDICATED ON PLAN. <!) EQUAL 1/2 ()() 5 . ' PLAN GROUNDCOVER PLANTING 6 3 2 4 1 (D # 3 BAR CONTINUOUS, CENTER IN SLAB (LAP 12" AT SPLICES). @ TURFSIDE. ® PLANTER BED. G) 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 SCALE 1 "=31-011 DATE INITIAL ENGINEER OF WORK -...._ -...._ -.... 7 9 CD ROOTBALL. (g) CROWN -1/2" ABOVE FINISH GRADE. @ FINISH GRADE. @ FINISHED GRADE AT SLOPE. @ 2X ROOTBALL DIAMETER. 3 @ BACKFILL MIX (SEE SPECS.). (j) PLANT TABLETS (SEE SPECS). @ 4" HIGH WATERING BASIN (IF REQ'D). @ UNDISTURBED NATIVE SOIL. ® TREE/ SHRUB PLANTING NOTTO SCALE /1\ REVISION DESCRIPTION APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PEsFCISE LOCATION OF PLANTING AREAS. [ffi 6 REVISED PER CITY COMMENTS 10-9-05 "AS-BUILT " P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DEPARTMENT 9 PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA .., APPROVE[ -~ /J-./!' , C ,.u ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-01 430-9L I SECTION 02480 IRRIGATION PART 1 -GENER Al 1.01 GENERAL CONDITIONS: A. The General Conditions, Special Conditions, and Division 1 are an added part 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 al! 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 as fully as If repeated herein. 1. Related Work: (a) Landscaping Section (02900) 1.03 SUBMITTALS: A. Submit a list of all Irrigation equipment to be used, manufacturer's brochures, maintenance manuals, guarantees and operating instructions. 1.04 GUARANTEE: A. Furnish guarantee In accordance with general conditions, for a period of one (1) year from date of final acceptance -at conclusion of the Maintenance Period -on complete water Irrigation system, including nonsettling of backfill In trenches whfch, if occurs1 shall be corrected, Including repairs and/or replacement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A. In all cases where observation of sprinkler system work Is required and/or where portions of work ore 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 least three (3) working days In advance of time such Inspection and/or direction Is required. B. Observation will be required for the following parts of the work: 1. Upon lnstallatlon and testing of main lines and lateral lines; when pipes are laid and ore to be submitted to pressure tests. Do not cover any llnes until they have been observed and approved. 2. Upon installation end testing of valves, quick couplers, backflow 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 all materials and perform all work required to correct any inadequacies to cover. 4. Final observation and performance test shall be at the same time as final observation of the landscape work. 1.06 TESTING: All PVC main end 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 shell be received before bockfllllng any trench, Do not cover any lines until they have been observed and approved. 1.07 RECORD DRAWINGS (AS-BUILT PRA'MNGS): A. Before final occeotaoce of work. Contractor shgfl provide a record set of drawings showing sprinkler system work, 1. Any changes In location 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 draw·,ngs. 3. All remote control valves, shut-off valves, quick coupler valves, meters, controllers. mainlines shall be located by measured dimensions. Dimensions shall be given to permanent objects and shall be to nearest one-half foot. All mainline changes in direction shall be located by measured dimensions. 4. On the Inside surface of the cover of each Automatic Controller, preparo and mount a chart showing valves and sprinkler heads 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 plan, entire or partial, showing building, walks, roods and walls. A photostatic print of this plan, reduced as necessary end legible in all details, shall be made to a size 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 burled 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. 1.08 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 Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the City Inspector. 8. Extreme care shall be exercised In excavating and working In the area due to existing utllltles. 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 ore approximate. Before proceeding with any work, Contractor shall carefully check end verify all dimensions. F. Plan locations of sub surface lines, valves, controller and pipe lines ore diagrammatic and Indicate the spacing and relative locations of all installations. G. All lines shall hove minimum clearance of six (6) Inches from each other, and from lines of other trades. Parallel lines shall not be installed directly over one another. H. Dielectric bushings shall be used In any connections with piping of dissimilar metal materials. I. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves end provide all flanges, adopters or other necessary fittings for connection. J. Permission to shut off any existing in-use water lines must be obtained 48 hours in advance, In writing from Owner. Contractor shall receive instructions from Owner, as to the exact length of time of each shut-off. K. Contractor shall acquaint himself with all site conditions. PART 2 -PRODUCTS 2. 01 MATERIALS: Pipe sizes shown are nominal Inside diameter unless otherwise noted. • TESIIlMA DffiIGN GROUP LANDSCAPl! ARCHITECTURE • LAND PLANNING 9!JCD IIUSllmlSPARIC. AVB. SUITB C • SAN DIBClO, CA 9'.D PB --FAX1 _,_ TOO 108 NO. o+-062 DATE 02--15-0S 1. PVC Pressure Mainline Pipe Fittings: All buried private piping in the reclaimed water system shall be Installed with warning tape identifying it as reclaimed water with the exception of Intermittent pressure lines. Intermittent pressure lines (line on the downstream side of a controller valve that will not be subject to constant pressure) may be excepted as long as it is apparent, due to line size and location as determined solely be the District Engineer of City Inspector, that the lines are part of a reclaimed water sprinkler irrlgation system. Stenciled pipe, as specified below, will be accepted in conjunction with warning tape. (a) Pressure mainline piping for sizes 2" and larger shall be PVC Class 315, and shall be purple. (b) Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM Resin Specifications "D1784". All pipe must meet requirements as set forth In Federal Specifications PS-22-70, with an Appropriate Standard Dimension (S.D.R.) - (Solvent Weld Pipe). (c) Pressure main line 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 confomrlng 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 installatlon methods prescribed by the manufacturer. Mafnline pressure pipe shall be solvent welded utllizlng a two step process with primer and gray glue. (g) All PVC pipe must bear the following markings. 1. Manufacturer's Name 2. Nominal Pipe Size 3. Schedule or Class 4. Pressure Rating in P.S.I. S. NSF (National Sanitation Foundotlon) Approval 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" ond 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 stenclllng 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 (o) 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, Grade 11 PVC compound conforming to ASTM Specifications "D1784". All pipe must meet requirements set forth In Federal Specification PS-22-70 with an appropriate Standard Dimension Ratio. (c) Except as noted in Paragraphs (o) and (b) of Section 2.01.A.l(a) and (b), all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and fittings as set forth ln Section 2.01 .A.1 of these specifications, (Primer not required). All unsized end run later lines shall be 3/4" PIPE. 3. Polyvin~ Chloride Pipe Fittings and Connections: Type 11, Grade 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread 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 size, type and schedule of material, and Notional Sanitation Foundation (NSF) seal of approval. PVC fitting shall conform to ASTM D2464 and D2466. C. Automatic Control Wire: 1. Electric wiring running from Controller to Automatic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 inch insulation, 4/64 inch neoprene jacket. style BR (Direct Burial) or equal, color code wires to each valve, common wire shall be white. D. Automatic Controller: 1. Controller shall be furnished and Installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, self-contained outdoor type, woll-mounted1 or approved equal. See detail for controller enclosure. 2. Unit shall have a 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. 8. Mechanism shall be housed in sturdy, vandal-proof case, manufactured of 14-gauge steel, or case aluminum: furnished for ma><imum e)(terlor protection. 9. The clock and all 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 an adjustable flow control stem and shall be operable manually without electricity. F. Valve Bax: 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, Carson Industries #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. Ball Valves: 1. Boll valve 1 inch size to 2 Inch size shall meet ASTM standards with seals which are self adjusting to compensate wear. Ball valves shall have molded micro-finish boll with low torque requirements to operate unit manually. Ball valve shall hove a patented feature -"Preloaded" stem seal and Impact resistant handles. 2. Product: 1" -2" size (King Bros. Lo-torque ball valve models Lt. size (King Bros. Block true union ball valve models Valencia, Callfornia (800)541-2672 or (805)257-3262. J. Concrete footings shall be 2,000 psi concrete at 28 days. K. Backfill shall be clean fill soil • 1000-t thru Lt.2000-t) 2" -4" 91384 Phone: L. Contractor shall provide to the Owner: 1. Two (2) Control Valve keys. 2. Two (2) wrenches for removing each different type of sprinkler head. 3. One (1) 48" tee wrench for operating gate valves. 4. Six (6) quick coupler keys and six (6) hose bib assemblies. 5. F'lve (5) keys for opening and locking each automatic controller. M. Pressure regulator shall be bronze with screw fitting. See details and drQwing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. Locations on drawings are 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 e)(lend system as shown on drowlngs, 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 subgrade, and backflll to line and grad!e with sufficient room for pipe fittings, testing and Inspecting operations. Do not backfill until pipe system hos been subjected to hydrostatic test as specified. 2. Depth of cover in the Trench: Polyvinyl Chloride Pressure Line 18" minimum Polyvinyl Chloride Non-Pressure Line 12" minimum Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines shall be Installed at 12" depth. lnstallctlon of Polyethylene Distribution tubing: Distribution tubing shall be cut Into lengths that wUI allow tubing to lay in a relaxed manner from emitter point (at shrub stem). Allow two (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the tube end comes Into contact with emitter body al base of barb. 3. Trenching through areas where topsoil has 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 have been Inspected and approved for tightness, quality of workmanship and materials. 6. Backfill trenches, after approval of piping, with suitable and approved material, tamping soil around pipe and thoroughly compacting all trench fllls 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 avoid damage. 2. The pipe and fittings shall be stored under cover until using, and shall be transported In a vehicle with a bed long enough to allow length of pipe to lay flat so as not to be sub Jected to undue bending or concentrated external load at any point. 3. Any pipe that has been dented or damaged shall be discarded 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. bottom of trench shall be free of rocks, clods, and other sharp-edged ob Jects. 5. Pipe ends and fittings shall be wiped with P68 Primer, or equal, before welding solvent Welded joints shall be given a minimum of 15 minutes to set before moving or handling. cuts shall be beveled to remove burrs and excess before fitting and gluing together. The Is applied. All field 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction. 7. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for Inspection during testing. 8. No water shall be permitted in the pipe until Inspections hove been completed and a period of at least 24 hours 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 volve In system. Provide 4-foot minimum expansion loop at each valve to permit remo,vcl and maintenance of valves. 3. Install control wires and Irrigation piping In common trenches wherever possible. 4. Control Wire Splices: Allow only on runs of more than 300 feet, splices as follows: (1) Strip off minimum of 2-1/2 Inches of insulation from each wire. (2) Twist on Scotchlock electrical spring connector, minimum four complete turns. ( 3) Seal connector in epoxy resin. (4) Tape completed splice with Scotch 33 electrical tape. 5. Numbering and Tagging: Identify direct burial control wire• from automatic valves to terminal strips of controller at terminal strip by tagging wire with number of connected valve. D. Automatic Controller: 1. Automatic Controller shall be installed as shown and directed. Controner shall be tested with complete electrical connections. Contractor shall be responsible for temporary power to controller for operation and testing purposes. 2. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the pressure main Insofar as possible. 3. Electrical wiring shall be In a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for installing all wiring to the sub-panels, clocks, or elsewhere as required, In order to complete this installation. A disconnect switch shall be included. 4. Controller shall have a master switch. It shall be possible to operate each valve manually, Independent of clock of any other valve. F. Valve Box: 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of volve box lid. G. Sprinkler Heads: 1. All sprinkler heads shall be installed as per details shown. 2. Nozzle size of all heads shall be adjusted to suit any particular conditions of the area. This shall be done after the system has been thoroughly tested, immediately after 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 curbs1 and as shown on plans and as directed. I. Ball Valves: 1. Install where shown as detailed. J. Backflow Preventer: 1. Bockflow preventer assembly shall be installed fn accord with manufacturer's specifications, located and as directed on drawings, and shall conform to all applicable code and ordinance requirements. City Backfiow Speciallst shall approve location and installation (760) 431-7152. 2. Exact location and positioning shall be verified on the site by Architect. K. Pressure Regulator If needed shall be installed 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. 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 18" below finished grade. 3. Sleeve sizes for Irrigation lines shall be a minimum of two (2) times the size of the line It serves. 4. Controller wires located under streets or other permanent improvements shall be Installed In separate PVC sleeves and corresponding to type and depth as specified on L-1. and L-2. 3.03 CLEAN-UP: A. As project progresses, Contractor shall maintain all areas In a neat manner and remove unsightly debris as necessary. After completion of the project, Contractor shall remove all debris and containers used in accomplishing work. He shall sweep and clean all sidewalks, asphalt, and concrete areas adjacent to plantings. ••• If a REVISED PER CITY COMMENTS 10-9-05 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: INSPECTOR " DATE DATE ~ CITY OF CARLSBAD ~ t----t----+----------------1-----+---+----+----t L!Z..J PLANNING DEPARTMENT ~ ::=='..=================:::..====: /,\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA APPROVE11M. IZ-N-<:o A_S_S_l~ST~A-Nc"T PLANNING D._,IR~E"'C-TO-R~-----DATE DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY; ___ , PIP 05-01 430-9L RVWD BY: / I I SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. Drawings and General Provisions of Contract, Including General and Supplementary conditions and Division 1 Specification sections apply to work of this section, and must be fully considered in connection therewith. 1.02 SCOPE A. The work Includes all services, labor, materials, transportation and equipment necessary to perform the work Indicated on the drawings and as specified herein and as required to complete properly the contract. 8. Related Work: 1. Irrigation (Section 02480) 1.03 SUBMITTALS A. See requirements In General Conditions, ond Section 01340. 8. Contractor shall submit a typewritten list with specifications of all feasible moterlals, Including sail amendments, fertilizers, plant moterlols, etc., with quantities of each. 1.04 DEFINITIONS OF TERMS A. "Planting Area• shall mean all areas ta be seeded, sodded, planted with trees, shrubs, and/or groundcovers. 1.05 GUARANlEES AND REPLACEMENTS A. Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to live and grow in healthy condition during the agreed upon 90 day maintenance period or until final acceptance (3.20 Port B). Plant material will continue to be guaranteed for one (1) year. B. Plant material smaller than 15-gallon 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 same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as 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 and verify all dimensions, quantities, and grode elevations, and shall Immediately Inform the Landscape Architect of any discrepancies. B. Prior to the excavation for planting or placing of plant materials, the Contractor shall verify the location of oil underground utility lines and other improvements, and take proper precautions ta avoid damage to such improvements. In the event of confilct between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be made for relocation as necessary. Failure to follow this procedure places upon the Contractor the responsibility for making ony 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 maintenance period, the Contractor shall take every precaution to protect ond ovoid damage ta sprinkler heads, Irrigation lines, drainage lines, and oil other underground facilities and ell paving. structures, fixtures, and existing plantings. The Contractor shall be held responsible for any and all damage to such improvements and shall completely repair or replace the same at na cost ta the Owner. 1.08 INSTRUCTIONS AND OBSERVATION A. All changes and deviation• to the plans and specifications shall be confirmed in writing via the Landscape Architect. B. The Contractor shall be avoilable on call to make a joint observation with the City Inspector and/or Landscape Architect. The Contractor shall have sufficient work personnel ovoilable during normal working hours to correct deficiencies immediately upon request af the Landscape Architect. Such repair or re-work services ore to be performed without Interference to regular project schedule. C. Plants shall be subject to approval by the Owner's Repreoentative at the place of growth and/or upon delivery to the site for quality, size and variety. Such approval shall 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 Immediately from the site, unless otherwise approved by the Landscape Architect. D. Site observations herein specified shall be made by the Landscape Architect. The Con tractor shall notify the Landscape Architect of a site observation at least 48 hours In advance of an observation. An observation will be mode by the Landscape Architect during office working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site at the time of each observation. The Contractor wlll not be permitted to Initiate the succeeding step of work until he has received approval to proceed by the Landscape Architect. 1. Pre-Construction Meeting: Immediately prior to the commencement of work of this section, Contractor shall receive 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 Landscape Architect and City Inspector once rough grading hos been completed, and prior to Installing any plant material. 3. Upon the completion of finish grading and mow curbs layout In the field, but prior ta mow curb installation. 4, Approval of oil plant material quality. 5. Layout of plant material. • TESlllMA DESIGN GROUP LANDScAPE ARCHlTECI'URE · I.AND PLANNING 9!1113 IIUSINB'iSPARK AVE. surm C • SAN DIOOO, CA 92131 I'll\ 18111 IIIHl24 F.lll) IJIIIO 11&-IIBZ 1DG .JOB NO. 04--062 DATE= 02-IS-OS 6. Pre-maintenance observation: When planting and 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 observotlon 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. Thrs observation shall establish the beginning date for the guarantee period. E. Acceptance: Upon completion of the Final Observation and the work of this section, the Contractor will be notified in writing (1) whether the work Is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity ta suspend the work wholly, or In part, for such period or periods as he may deem necessary due to unsuitable weather, or such other conditions as are considered unfavorable for the reasonable performance of the work1 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 all provisions of the contract. B. If it should become necessary to stop work for an Indefinite period, the Contractor shall store all moterials in such a manner that they will not become on obstruction nor become damaged In any way, and he shall toke 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 obtained. If the moisture content of the soil should reach a level that working it would destroy the soil structure, spreading, grading and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results ore attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MAlERIAL 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 all soil, fertilizers, soil conditioners, plans and other materials. THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVlEWED BY THE OWNER. 8. 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 an itemized list, in duplicate, 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 delivery 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 care, using approved equipment, shall be exercised to ensure safe loading, unloading1 shipping and handling for oil plantings from source to in-place locations indicated on the drowings. 1.11 PLANT MATERIALS A. Quantities for plant materials are shown per plan 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 materials1 shall invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of application have not been met, the Landscape Architect will require the distribution of additional quantities of these materials to 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 material, comparing the total area 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 •ample of the soil amendments shall be delivered to the Landscape Architect within 15 days after recording of the contract for submittal to a testing laboratory, along with specifications of each product. After soil amendments have been thoroughly mixed Into the site, random samples of the mixed soil will be taken 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 VlNES A. It is the Intent of the project 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. B. All existing trees which are to remain In the project shall be togged 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. Damage to c plant which results in death or permanent dlsfiguratlon shall result in the complete removal of the plant, including roots, from the site by the Contractor. The Contractor at his awn expense shall 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 are to remain shall be protected at all times from damage by men and equipment. All damage by the Contractor ta existing plants shall be repaired at his expense by personnel approved by the Landscape Architect. E. The Contractor shall insure that no foreign material and/or liquid, such os paint, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on ony soil within the dripline (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 soil as directed by the Landscape Architect and replace It with acceptable soil at no expense to the Owner. F. Excavotlon adjacent to existing trees and shrubs: Where It is necessary to excavate In close proximity to existing trees end shrubs, all possible caution shall be exercised to ovoid 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. Paint cut roots within 24 hours of Initial damage with approved pruning paint. 'Mlen this is not possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and first grade quality and shall be In prime condition when Installed and accepted. All commercially processed and/or packaged materials shall be delivered to the site In the original unopened containers bearing the manufacturer's guaranteed analysis. 2.02 SOIL AMENDMENT AND FERTILIZER SHALL BE FOR BIDDING PURPOSES ONLY Specific soil test shall be conducted after grading operation hos taken place. I o f ' ' f' Amendment shall upon analysis contain at least 1.0% nitrogen on a dry weight basis) with an 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 an 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. Wetability -to be in compliance with standards as per American Society of Agronomy 8. Agricultural Grade Gypsum -Shall be a (Ca S04 -H20) calcium sulfate product -94.3%. 90% shall poss a 50 mesh screen. Chemical reaction will remove Sodium attached to soil particles. Gypsum also loosens heovy clay soils through electro-chemical action. Control of dust during application is mandatory. Shall be U.S. Gypsum, Dolmor, Sof'N'Soll, or Bandlni, if not available, shall be equal to. C. Sulfur (Soll) -Sholl be elemental sulfur (99.5%) commercially prepared so that 46.9% posses a 50 mesh screen. Shall be Wil-Gro, Union Chemicals or Boker Industries, If not avoiloble, shall be equal to. D. Iron Sulfate -Iron shall be expressed as metallic -derived from sulfate -deep green (Fe S04 H20). A minimum analysis of 20.0% and 98.3% retained on o 10 mesh screen. Sholl be Wilson & Geo. Meyer, WJI-Gro, or Bondlni. If not ovalloble, shall be equal to. E. Pre-plant or starter fertlllzer shall be a commercial grade fiowable fertilizer wlth-1% nitrogen, 10% phosphorous pentloxlde and 10% potassium sulfate. No Potassium Chloride Is to be used. Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphosphate and Cottonseed Meal. Potash from sulfate of Potash and Cottonseed Meal. Screen analysfs: % retained on stacked screen-approximately 8-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, Bandini or Kellogg. If not available, shall be equal to. F. Post Plant Fertilizer (Maintenance): Fertilizer (commercial) shall be a combination of noturol organic ond Inorganic granular fertllizers, 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 acid 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 Urea and Cottonseed Meal. Phosphate from Superphosphote and Cottonseed Meal. Potash from Sulfate of Potash and 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 are expressed as metal/le 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%. Shall be WII-Gro Fairway, Bondini, or Kellogg. If not available, shall be equal to. G. Planting tablets shall be tightly compressed chip type commercial grade planting tablets, of varying sizes with the following avollable percentages by weight of plant food: Nitrogen Phosphoric acid Potash Shall be Agriform or Gro-Power. If not available, shall be equal to. DATE 20.0% min. 10.0% min. 5.0% min. Ii\ INITL'.L 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. Rate of appllcotlon ls for bidding purposes only. Soil test may reduce or Increase total soil yardage amendment and chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments at the following mixtures: Soll Amendment1 /2 c.y. Stock Plied site soil 1/2 c.y. Gypsums lbs. per /cu/yd. of mix Sulfur (soil)! 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 ml< (also see 3.04 E,terior 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 material on drawings. B. Labeling: Each group of plant materials delivered on site shall be clearly labeled as to species and variety. However. final determlnolton of plant species and vorlety will be made by the Landscape Architect and whose decision will be final. All patented plants (cultlvar) required by the plant list shall be delivered with a proper plant patent attached. C. Quality and Size: All plants shall be vigorous, of normal growth, free from diseases, insects, insect eggs, and/or exceed the measurements specified. D. Container Stock:Shall have grown In containers for at least six months, but not over two years. No container plants that hove cracked or broken bolls of earth when taken from the container shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted. E. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior to delivery, delivery and any alteration on the site of their shape shall be conducted only with the approval and In the presence of the Landscape Architect. F. Inspection of Plant Materials: Required by City, County or State authorities, shall be a responsibtllty of the Controctor, 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 shall be subject to Inspection and opprovol or rejection at the project site at any time before or during progress of work for size, variety, condition, latent defects and Injuries. Rejected plants shall be removed from the project site Immediately. H. Rejection and Substitution: All plants not confonmlng to the requirements herein specified ohall 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 and 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 substitution of plant species. variety, or reduced size for those Hsted on the accompanying drawings, except with express written consent of the Landscape Architect. I. Right to Changes: The Landscape Architect reserves the right to change the species, variety and/or sizes of plant material to be furnished, provided that the cost of such plant changes does not exceed the cost of plants In the original bid. The Contractor shall be notified and confirmed In writing prior to si<ty (60) days before the planting operation has commenced. Changes In the size and/or variety 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 all 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 representative to be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representative prior to the delivery of any 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 oil pion\ materials shall be submitted for Inspection approval at the site a minimum of fifteen days prior to planting operations. Approved samples shall remain on the site and shall be mointalned by the Contractor as standards of comparison for plant materials to be furnished. Samples will be incorporated Into the work. REVISED PER CITY COMMENTS 10-9-05 "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISF P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE CTr] 8 CITY OF CARLSBAD 00 9 PLANNING DEPARTMENT PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA . -- APPROVE~~ /__fu /Z-/7'-a:,- ASSISTANT PLANNING DIRECTOR DATE DATE INITL'.L DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION 0TH ER APPROVAL Cm' APPROVAL RVWD BY: PIP 05-01 430-9L 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 any trees not approved. 3. The Contractor at his option and at his expense, can retain the services of the Landscape Architect to review trees 24" box size or larger tagged 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 provlde 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 appropriate 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 surgical tubing. 2.8 ROOT BARRIER A. Root barrier shall be a multi-year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotextile fabric which will Inhibit plant root encroachment. Active Ingredient: Trifluralin {a,a,a -Trlfluro-2,6-Dlnltro -N,N -Dlpropyl -P -Toluidine)17.1% Inert lngredlents82.9% Sholl be Blo-Borrfer -No Known Equal. 2.9 PRE-EMERGENT HERBICIDE A. Pre-Emergent herbicide shall be os determined by the Contractor. 2.10 WEED CONTACT HERBICIDE A. Weed contact herbicide shall be as determined by the Contractor. 2.11 LAWN A. All lawn areas shall be sodded with Marathon Ill Dwarf Fescue blend. PART 3 -EXECUTION 3.01 INSPECTION A. Examine proposed planting areas and conditions of Installation. Do not start planting work until unsatisfactory conditions are corrected. 3.02 PREPARATION A. General: The areas to receive trees, shrubs and groundcover plantings and their respective requirements for imported topsoil, fertllizrng , sotl conditioning. and other treatment shall be as defined on the drawings. Equipment necessary for preparation of the ground surfoce and for handling and pfocfng all req~ired 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 area to be planted shall be grubbed, raked, and cleared from the site. The ground surface shall be cleared of all material which has accumulated during construction and oil moterfal which might hinder. proper grodi~g. tillage, planting ?nd subsequent maintenance operation. All grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cost. C. Obstruction Below Ground: All subsurface rocks over 2• In diameter and other underground obstructions shall be removed to the depth necessary to permit proper fine grading, tilling, or planting according to plans and specifications. All abandoned utility lines uncovered or severed shall be cul below grade and capped or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines is shown on the plans or has been made known to the Contractor, all 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 areas (fncludfng slopes) to receive groundcover, shrubs, and hydroseeding shall be deep ripped and loosened to a depth of twelve (12) inches in all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. Rate of application is for biddln9 purposes onlJ. Soll test may reduce or increase total soil amendment yardage. Adjustments ~plus or minus may be necessary. Contractor shall obtain at least two soil tests of rough grade at site and submit results to the Landscape Architect for interpretation and recommendation. B. After the areas have been deep ripped, the following rotes of soil amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to on average depth of six inches by rototlllfng a minimum of two alternatfng passes. Amendment must be fntimately blended with soil. Soll amendment: 6 cubic yards per 1,000 sq. ft. to a depth of 8". Gypsum: 120 lbs. per 1,000 sq. ft. Soil Sulfur: 10 lbs. per 1,000 sq. ft. Iron Sulfate:10 lbs. per 1,000 sq. ft. Fertilizer (commercial) 1-10-10 shall be applied at the rate of 30 pounds per thousand square feet and scarified into the top two inches of finish grade. Fertilizer shall be applfed ofter leaching operation. C. The thoroughness and completeness of the rototllling and Incorporation of the soil amendments shall be acceptable to the Landscape Architect. Slopes 2: 1 and steeper or as per the drawings omit soil conditioner application and tilling. D. Deep Water Leaching and Soll Testing: Deep water leaching shall be competed as recommended by a certified agronlmlc laboratory. The followfng process for deep water leaching is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1. After the tillfng operation, the area shall be deep water leached three (3) times over o five (5) day period. Apply 1 /2" water at each appllcatlon. Wait one (1) day between applications. 2. One day ofter final application of water, the soil shall be tested for content of soluble salts (electrical conductivity E.C.). Landscape Architect and Contractor shall take several sofl 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 reading for o particular area tested Is above 2.0, the soil amending tlllfng and deep watering procedure shall be repealed until test readings ore not above 2.0 • E. Care shall be taken that the rate of applfcatlon of water does not cause erosion or sloughfng of soils. F. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be fflled with amended soil and brought to finish grade. • TESHIMA DESIGN GROUP lANDSCAP.B ARCHITECTURE • LAND PLANNING 9903 BU81NESSPARlt AVI!. SUITB C • SAN 00:!00, CA 92IJ. Pit .i-l!Alll -- TOO JOB NO. OiHJ62 DATE 02-IS--OS G. Apply Naiad Wetting Agent, Sarvon or equal 4 oz. per 1,000 s.f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFILL A. Bockffll for exterior planters: Shall be os specified in Section 2.04. Prior to backfilling Planter, Contractor shall install "Monollnk Irrigation System" per manufacturer's specifications. 3.05 FINISH GRADING A. Finish grades shall be os Indicated on civil pion. 8. Ffnfsh grades shall be measured ofter the ground hos been watered-in and mechanically compacted and settled. The final grade shall be within plus or minus 0.1 foot of the spot elev-ations and grade lines fndlcated on the Civil drawing. C. Ease top and toe of all existing slopes. D. All undulations a~d irregularities in the planting surfaces resulting from tillage, rototilllng and oil other operations shall be leveled and floated out before planting operations ore Initiated. _E._ Th? Contractor shall take every precaution to protect and avoid damage to sprinkler heads, 1rr1gabon llnes, 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 away from bu1ldlngs, walls, over mow curbs, and toward roadways, drains and catch basins. G. Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. I. All rock and debris shall be removed from planting areas and then from the site In accordance with the following criteria, 1" dla. In lawn areas, 2• dia. in shrub area, 2• dla. fn hydroseed areas. J. Finish grade shall be 2• below finish paving surface in shrub areas. 3.06 PLANTING INSTALLATION A. Timing: Actual planting shall be performed during those periods when weather and soil conditions are suitable and in accordance wfth locally acceptable practice. B: Layout of Trees: All trees(24" box size and lorger)shall be placed In the landscape per the direction of the Landscape Architect prior to installation of irrigation system. The trees shall then be moved so that planting holes can be excavated and amended. The trees shell 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 plantfng. All plant locations shall be checked for possible Interference with existing underground utilfty lines. D. Backfill for Trees and Shrubs: Shall be as specified In section 2.03. If artificial drainage ls 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 TREES, SHRUBS AND ~NES A. Soil moisture level prior to planting shall be no less than horticulturally acceptable. The Cont(acto( shall request oppr_oval of moisture, and if found to be insufficient for planting, the plant1n_g pits shall be filled with water and allowed lo drain before starling any 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 all cases large enough to permit hondlfng and plontlng without Injury or breakage of root bolls or roots. C. Excavation shall Include the stripping and stocking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that ore to be trucked over and upon which soil is to be temporarily stocked pending its re-use for the filling of holes, pits and beds. D. Plants .shall be removed from containers in such o manner that the ball of earth surrounding the roots 1s not broken, and they shall be planted and watered immediately ofter the removal from the containers. E. The plants shall be planted at approved locations with the heretofore specified amendments and soil planting backfill. F. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacted to a depth so that when o plant is placed in the hole, fts 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 fn each planting hole at the following rates and per the manufocturer's recommendations.; 1 -5 gram tablet per Individual liner and fiat size plant. 1 -21 gram tablet per gallon container. 3 -21 gram tablets per 5 gallon container. 4 -21 gram tablet per 15 gallon container. 1 -21 gram tablet per each 4 Inch box size. Random testing to verify planting tablet fnstollation shall be conducted by the Landscape Architect. H. No plant will be accepted if the rootboll is broken or cracked, either before, during, or ofter the process of inslallotlon. I. All plants shall be thoroughly watered to the full depth of each planting hole immediately after planting. J. Guying: All trees and other plants indicated on the plans shall be guyed os detailed. K. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. L. P~unlng ofter planting shall be required on all trees1 shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may include thinning, lopping, and/or cutting and shall be under the direction of the Landscape Architect. Cuts over 3/4-inch in diameter shall be painted with an approved tree sealant. M. All trees 24" box and forger shall be spotted. 3.08 PLANTING GROUNDCOVER A. Groundcovers shall be planted in the areas Indicated on the plans and shall be free of surface rock over 2" in diameter and debris. B. If the top four (4) Inches of soil In the area to be planted In groundcover le not sufficiently moist (hortfculturally acceptable standards), the area shall be thoroughly Irrigated and no less than twelve hours shall pass before planting. C. Groundcover plants shall be grown fn flats. Variety indicated on the plant list. Flat grown plants (rooted cuttings) shall remain in those flats until transplanting. The flats soil shall contain sufficient moisture so that it wfll not fall 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 coiled out in the drawings. E. The size of planting excavation for groundcover shall be at least twice the depth of the root boll. F. Each plant shall be planted in a manner tho\ will ensure minimum disturbance of the root system, but in no case shall this depth be less than two nodes. Each groundcover plant shall be planted with one 5 gram planting tablet Incorporated Into the root zone. Planting area shall be. hand-smoothed after planting to provide on even and smooth final finished grade. To avoid drying out groundcover, plants must be irrigated after planting. This may be done manually or by using the installed irrigation system. Repealed applications may be required, especially on a sloping site. This inl\lol irrigation shall continue until a zone at least twice the depth of each hole Is thoroughly moistened. 3.09 POST FERTILIZATION A. Trees -Post fertlllzatlon shall occur at 100 day intervals after planting. Bore holes around drfpline (various depths) and apply fertfllzer al the rate of 1 lb. per 1" collper in holes. Fertilizer shall be Wil-Grol 4-7-3, Fairway, Bandini, or Keffogg. If not available, shall be equal to. 8. Shrubs -Post fertilizatlon shall occur 60 days ofter planting and apply fertilizer at the rote of 1 teaspoon per each 1 gallon plant and 1 tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandini, or Kellogg. If not available, shall be equal to. C. Groundcover and lawn areas -Post fertilfzation sholl occur 60 days ofter plantfng and apply fertilizer at the rat~ of 7 lb./1,000 s.f. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bondfnl, or Kellogg. If not ovalfable, shall be equal to. D. All planted areas shall receive Sorvon, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s. f. 45 days ofter the start of the maintenance period. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. General: Maintenance operations shall begin Immediately after each plant is planted and shall be kept in a healthy, growing condition by watering, fertilizing, pruning, spraying, weeding and oil ?ther necessary operations of maintenance. All areas shall be kept free of weeds and noxious grosses and clean and free of rocks, clods, and debris. Aff paving and walks shall be kept clear, clean and washed down. B. Establishment Period: Trees, Shrubs, Vines and Ground Covers -The establishment period shall begin on the dote that the Landscape Architect inspects and gives written provisfonal 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, fertlllzlng, restaklng, pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall be kept free of weeds, grass and other undesired vegetative growth, and lawn areas shall be kept free from off weeds. During the specified maintenance period, oil plants that are dead or severely distressed shall be replaced Immediately. All seasonal color, annuals or perennials shall be maintained in a vigorous, healthy condition through the maintenance period. D. _Extended Maintenance: When, in the opinion of the Landscape Architect, there is Improper mmntenance, poor or unhealthy condition of plant materials, the Contractor shall be responsible for additional maintenance of the work at no additional cost to the contract until afl the work is acceptable. E. Protection: The Contractor shall be responsible for providing adequate protection of all planting areas against traffic or other use by erecting fencing or other acceptable means immediately ofter the planting is completed. Warning signs and barricades shall be placed In various high- traffic areas. Damaged areas shall be repaired Immediately by the Contractor. F. Weeding and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of debris and weeds. Groundcaver and shrub areas shall be cultivated at Intervals of not more than fourteen (14) days minimum. G. Replacement: During the maintenance period, plants which die or which are In an unheolthy or badly impaired condition shall be replaced by the Contractor within fourteen (14) days after un~otfsfactory condition is evident. No replacement of plantings shall be made 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 shall be mode in the same manner as specified for the orlglnof planting and at no extra cost to the Owner. H. Acceptance: At the conclusion of the maintenance period, an inspection shelf be mode by the Landscape Architect, upon written notice requesting inspection before acceptance. Maintenance period shall continue until all deficiencies are corrected. ••• WEED ABATEMENT PROGRAM Ingredients 1 . 50% Scythe 2. 50% Glyphosate (Roundup) Preparation: Fill 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. App II cation: 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. REVISED PER CITY COMMENTS 1 0-9-05 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: INSPECTOR " DATE DATE ~ CITY OF CARLSBAD ~ ~====~====~==============================jt====t====t====:!====-.-i-l ~ PLANNING DEPARTMENT ~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PALOMAR FORUM EAST, LOT 5 CARLSBAD, CALIFORNIA r-. APPROVED\ , --y ==~··~~-~-/~,~~=c---/z~q-cy- ASSISTANT PLANNING DIRECTOR DATE OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. PIP 05-01 DRAWING NO. 430-9L