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HomeMy WebLinkAboutDWG 333-5L; CUP 92-04A; CARLSBAD GOLF PRACTICE; L1-L14I I ~ GENERAL NOTES RECLAIMED WATER \JOTES I. 2. 3. 4, 5. 6. 7. -'.f e. 9. 10. I I • 12. 13, 14. 15. 16, 17, 18. ~ 19, 20. 21. ~ 22. ,¥2'.3. 24. ' ALL WORK ~HALL RE DONE IN ACCCROANCE WITH THE CARI.SBAD MUNICIPAL WATER DISTRICT·S Ct,RLS8AD RE(:LAMATIO'J RULES & REGt.:LATIONS FOR CONSTRUCTION CF RECLAIMEO WATER MAINS' OATEO OCTOBER, :993 ALL P'JBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED 0 ROM SPRAY BY RECLAIM':D WATER. rJO PONDING, RUN-OFF OR OVER-SPRAY :S PERMl:TED. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES ANO POTABLE WATSR LINES 1$ STRICTLY ~ROHIBITEO. NO SUBSTITUTION OF Pl"E MATERIALS Will '3E ALLOWED WITHOUT PRIOR APPROVAL OF THE: CITY OF CARLSBAD MUNIC!PAL WATER DISTRICT. ALL ON-SIT!: PIPc:S SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTR!CT's RU'_Es AND R';:GULATIONS. THE IRR!GATIW SYSTEMS SHALL RUN BETWEEN THE HO:JRS OF ·o:OOP.M. AND 6,oo A.,•,t TYE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TME) WITH QUI\UFIED S~PERVISION ei':RSONN':L CT\ SITE. PROVIDE AMl"lf!MUrv, OF AT !_EAST 18 INCHES OF COVER OVER ALL WIRING AND P!FING. 0 RIVATE LOTS SHALL SE PROTECTED FROM CO,\ITACT FROM RECLAIMED WATER, WHETr!ER 8Y WIND BLOVIN SPRAY OR BY IYRECT APf\..lCATION,Tc!ROUGH IRRIGATIUN 0R OTHE:R APPROVED USE. LACK OF PROTECTION, Wr!ETHER BY DESIGN, CO'ISTRUCTION "RACT!CE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE: LOTS. OU !CK COUPLING VALVES ~HALL HAVE A SPEC'AL CCIJPLE KEY PER CARLSBAD MUI\IC:PAL WATER DISTRICTS RULES AND R':GULA1',0NS. METER$ SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGAT;ON PIPE SHALL BE STENCIi.ED, COLOR·CCOED (PURPLE) A~D LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATION(~~-_;_~~~-~~;'"~~_!':I~ ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLEU WITH THE STENCILING ORIENTED TuWARDTHE TOP UF THE TR ENCi".. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. n-lE SLEEVE SHALL EXTEND IO FEET FROM EA<.:H $10E, FRUM THE CENTER L!NE I.If POTABLE UNE, FOR A TOTAL OF, 20 FEET. A 10 FOOT HORl2:0NTA'-SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST 3E MAINTAINED AT ALL TIMES. THE POTA6L.E UNE MUST BE INST,\LLED 1\60-IE Tf-1£ RECLAIMED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT All TIMES. DEVELOPER/CONTRACTOR S!-IAL.L CONDUCT A CROSS-CO'INECTIDN TEST AND COVERAGE TEST AS QIRECTED BY THE CARLSBAD MlXi:CIPAL WATER DISTRICT E:NG1.,;EER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ;,.,y i.,SE CF RECl..;..;,•,Eo w.:.TER. QUICK COJf\..lNG VALVES USC:D IN RECLA!MED WATER SYSTEMS SHAL.L CONFORM TO ! ni: F-"0L.-L0Yl'll"'-.G; r,. QUICK-COUPLING VALVES S!-!ALL BE I INCH NOMINAL SIZE NELSON II/G4S, WITH BRASS CONSTRUCTIW AND A NORMAL WORKING P.'~ESSURE OF 150P.S.I. OR '1AINBIRD o'44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHA.LL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPC:NING AND CLOSING THE VA 1 Vf:. C. 1HE COVC:R SHALL BE PERMANENH.Y ATTACHED TO THE OUICK· CX)(.:PUNG VALVE. IT SHALL BE FUf<PLE RUBBER Ok VINYL., D. LOCKING COVERS ~ R£:OUIRED. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUI\ICIPAL WATER D1STH1CT OR SAN D1EGO COUNTY DEPARTMENT cf HEALTH SERVICES COPIES 0" :NSPECTION REPORTS WILL BE fO'i'VIARllED TO THE .~JN· INSPf:CTING PARTY. DEVELOPER SHALL SHON THE LOCATION OF R.C. SIGNS " DO NOT DRINK" ON iHESE PLANS. AN ON·SITE USER/SUPERVISOR SHALL BE DESIGNATEC IN WR/TING.. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHN THE PROP€RTY, WITH THE BASIC CONC~PTS OF BACKFLOY'i/CROSS·CONNEl:f!ON ~R0'.EC:Tl0N, AND 1HE SPECIFIC REOt.:IREr~ENTS Cf A RECLAIMED WAT ER SYSTf::M. COPIES OF ThE DESIGNATION 1WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COuNTY DEPARTMENJ' OF HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. MARTIN HUFFMAN IN CAS<" OF EMERGENCY CONTACT -@ (619)433-2607 (FIL~ ~I) (NAME) (TEL__. NO.) OR A"'fER HOURS CONTACT MARrlN-HtJFFMAf:s f619)43~-2607 (FIL'. :,'I) (NAME.') TI:L. NO . ITEMS NO'' 8, !9 & 23 SHALL BE REQUIRED .JIJST F-f<IJf< T;) THE ACTU~L •JS( OF REC'_AIMt:D V/ATER. ITEM NO 22 THE 51GNAGE PLAN SHA'_L SE A f-Afi, OF THIS 1.P. BUT THE ACTUAL SIGNS a TAGS WILL. e!: l~S,ALL!::ll JUST PklvCI TO ACTUAL. USE OF R.C. WAf~R. SHOW ALL PUBLIC & PRIVA1C: POTAfjLE \YATER MAINS ON IMf-f;OVt'l\l,!:'.NT PLANS. ✓ 1 r BLACK LOGO r PURPLE BACl<GROULJD · ,, -1-i" BLACK ½ / , (N.TS.) ,,. l WARNING RECLl'1IMED WATER DO NOT DRINK LETTERS 1 1--, ' I C/J RECLAIMED WATER "";~ AVISO-AGUA '.MPU_R_A ____ _,J•~ 1\JO TOMAR ~ (S:ZE) 12" X 35" --. ---~ -\IC BLACK .060 ABS PLASTIC 'JR STICK· 0, LETTERS 'li'<YL SIGNS Al.SO .. 016 /\WMINUM 2"0 BLACK LETTERS TYPICAL SIGNS - SHEET TITLE SHEET NUMBER . RECLAIMED WATER SYSTEM (PRIVATE) TIT'_E SHEET L-1 L-2 I ' IRRIG. LEGEND B NOTES NOTES: l-1 & 2, LEGEND: L-13 IRRIGATION PLANS L-3,4,5 & 6 CARLSBAD PRACTICE GC>LF FACILITY IRRIG/\T O'-J DETAILS i L-11 SOUTH SIDE OF HAYMAR DRIVE -17001 EAST OF EL CAMINO REAL SIGNAGE NOTES THE FO:._LOWING GUIDEL'.1,E~ FUK THE USE OF RECLAIM:'.D WATER ARE ·: 0 BE PERMANENrLy f'OSTED INSIDE' THE DOOR Of' cACr-<. CONTROLLC:R WHERE .,.HEY ARE EASILY VISIBLE. PLACED'. !l-1/i'X It' SIZED SIGN. -POTABLE P.O.C. IRRIGATION P.O.C. COLOR: PURP'.E 81\CKSRO.JND WITH BLAC~ L!:TTERiNG. l 11. r I. IRRIGATE 8 ETWEEN THE HOURS OF I o,ooP.M, ANO s,oo A»,, ONLY. WATERING OUTSIDE Tl-IS TIME FRAME MUST BE JONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNELON·SITE_ NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDE~ WRING us~ OUTSIDE ThE NORMAL SCHEDUL!:. 2. IRRIGATE IN A .MANNER THAT WILL MINIMIZE RUN·OFF, POOLING, A.NO POND;NG. TnE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE 0" THE SOIL. 'IMERS MJST 8E ADJUSTED SO AS ro BE COMPAT!BI.E: WITH THE l.OWEST SO'L INFILTRATIO.N RATE PRES EN'. Tl-HS PROCEDURE MAY 8E FACILITATED BY THE EFFICIENT SCHEDULING OF THE AU70MATIC CONTROL CLOCKS, (I ,E,, EMPLOY IN(; THE REPEAT FJNCTION TO BREAK CP 'fHE TOTAL IRRIGATION 'flME INTO CYCLES THAT Wl'...L PROMOTE MAXIM'JM SOIL ABSORPTION;. 3. ADJUST SPRAY HEADS TO ELIMINATE 01/ERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DoCKS, PRIVATE PAT,OS AND 1...0TS, A."11D STREETS AND SIDEWALKS. 4. MONITOR A'ICJ MAINTAIN THE SYSTEM TO MIN:MtZE ~DUIPMENT AND MATERIAL "Al I.URE. BROKEN SPRINKLE9 HEADS, LEAKS, UNRELIABLE V1\LVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPM<ENT. 5. EDUCATE ALL MAINTENANCE PERSCT-lNEL ON A CONTINUOUS BASIS Cf THE "RESENCE Of RECLAl'v\ED WATER. PERSO~NEL. MUST Be 1Nc-OR:V£D THAT R.C,WATER IS W:ANT FOR~,. F\.JRPOS£S ONLY, ANO IS NOT APPROVED FOR DRINKING MPOSES, HMO, TOO..., \YASHING, ETC. GIVEN 1'HE HIGH TURNOVER RATE OF EMP:..DYEES IN THE L.MDSCAP',NG lrDUSTRY, IT IS iriPORTANi THIS INFOR- MATION 8E D.SSEt,;NATED ON AN Al.MOST DAILY BASIS. IT IS YCX.\ THE LAN~SCi;Pt_ CQ.~TRACT(lR WHO IS R"?PONSIBLE FOR E!\J1.,AT1NG E::-CH -,N~ EVERY Or,t OF rOJR t.,IP.DYEES, 6. . OB'fAIN PRIOR APPl'!OVAL OF ALL PROPOSED CHANGES ANI) 7, MODlf':CATIO:\S ro f,NY PHIVATf ON S!TE FAC!l.'T'lt:S. SUCH CH ANGE S MUST BE:'. SUBMITTED TO AND APPR0VE[) BY 'fHf:: o:STHICT ENG(N[ERING OFFICE A0ND DESIGNED IN AGCORDANCE WITH DISTRICT STAN DAROS, ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL Be TAGGE:D WITH IOENTIFICAT!ON TAGS. A. TAGS SHALL BE WEAIBERPROOF PLASn:~ 3" X 4" PURPLE IN COLOR WITH THE WOROS '\vARC'JING' R•·c1 N'xl""D W~FR-:20 NOT !)R!NK0 IMPR;r,;TED O"'l 01,E SIDE,ANO A{''iO· [l(i"A IYP1JRA· NQA°~AR" ON THE o·r;~ER SIJE. :MPRINTING s~ L Bt PERMANENT AND BLACK IN COL.OR. US: TAGS AS MA~UFACTURED BY T. CHRISTY ENTERPRIS:'.S OR AW!,OVEc ECUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: ATTACH ".'OVAL.VE STEM DIRt:CTLY OR WITH PLASTIC T:E·WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH FI...ASTIC TlE·WRAP QB_ 3. ATTAC~ TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. A'.L SPRINK'-ER HEADS SHAL.L BE IDENTIFIED AS RECLAIMED WATER SPRINKLE!, !-<.EADS. EACH AUTOMATIC CONTROLLER ANO ITS ASSOC1.ATED EQUIPMENT SHALL. BC: IDENTIFIED WITH A SIGN BEARING THI: WORDS ''f!ECL,A~ l,'Arrc:~o FOR IRRIGATIO's" IN EN3LISH ANO SPANISH, WITH SLACK LET~ERS I HIGH ON 1\ >UR"'-E 8ACKGRO~NCJ. THI: SIGN SHA'_L BE PLACED SO 7HAf 11 CAN SC: READILY Sf::EN BY ANY O?ERATIONS PERS0N~/EL UTILIZING THC: EOGIPME.NT. INSPECTION PROCEDURES I. City Cf)n,;rr11rii9n 1n,oect•or; S'\a!! !n(';l11df! A, Loccrion of pipe \<nes. 8, Trench deplh. \ C. Required separo1:o~ (Horizonro:lv ooo Verrico'ly). D. Pipe iden1iticc1ion. ( p.o.c: ~) Poirl6 or cOIY\ec1ic,is, E. Locorian end idonrllicorion ot spr,nlder heads. F. Worriino siQnS 01 rhe S'fe ond on ·he 1n.icks haulha reclaimed water (ir reclo1n1ed water is used for cons1ruc1'00). /!.:, approval teller reQO!dinQ the in~c!,on ~f the proJecl shall be oblo'ned trorn :he city und 1h; dis!r,c!, ar.d be forwarded 10 lhe county heollh d•ror:rnen1 prior lo final hspecfio,,. -opprc,,,ol. '2. District Fine! lnspecfio~ Sholl Include: A. Covera9e 1es1, oller c1rnple1icn of !he sprint.,ler system, lo d~1erm1ne the o~equccy of cu~!!roge' on_ the oppro"".~d use arec ocd prn1ec1,on of areas no1 opproYed for receiving P!'C\oirned we!~. 9. Yicrn,nQ sioos ood to~tls, C. Ouick couplinq valves. D. All osptcl& of lhe irr!Qotion condi•ions including windbl<Mn '>proy, runoff, ood ponding. - E. Req•Jired pro1ec1ion of oil resioenliol oreos. F. Re-quired prcrectlon of we\!s 1 ,_;t~e-oms, res~rvoir~, e-tc. G. Cross• conne~tion. 3. Annual lnspecli<)l'I Sholl lncluOe, A cornptele inspecfioo which shoulc cover pert A end port 8 ,.nd part G of !he di11 ricls tir,01 , inspec~ion. ' ~----- SHEETS L-3 & L-7 MATCHLINE RANGE AREA ----------------..L ~ RANGE AREA I I I SHEETS L-6 & L-10 I SHEETS L-5 & L-9 : \ \ L=-----~=="""~~~\\~\~·'---..;...._-~~~Ml,, RECLAIMED WATER SYSTEM MAP A.P.N. NO. 167-030-12 & 14 J f ,1 1/ • • · SCALE 111 ~ 1 oow-0'' oooowooo ---RC--- llr lll 111: RC !! I! l!I PJ:,.-rnm~:l it: :l!lt'.MM. ~ --7&1Jmnm RC D " EXISTING POTABLE 'f'ATER SYSTEM EXISTING Ri:CLA:r,\::J WATER SYSTEM PROPOSED RECLA!t-N:1) IRRIGATION SYSTEt\' AREP, OF RECLAl\,1[D WATER USE LOC,~TlON Cf COI\I\ECT:ON PO NT/,-METERS fl,~CKFLOW PREVE:-.:TIC•N "DO NOT DRINK., S':ri LOCATIONS SYSTEM BALL VALVE (SEE IRRIG. PLANS FOR \SOLA TION BALL VALVES). rn \\'fl-{ 1~ CITY OF OCEANSIDE -=~~r,,.,,..,.,,=:=--;0;:R. -----C-ITY-O~A;LS~A-D "AS BUILT" ' ) Q :1 DECLARATION OF RESPONSIB'-E CHARGE \ l 1 HEREBY CJECI_ARE THAT I AML.ARGH,0F WORK FOR THIS PROJECT, TKAT I \ TITLE DATE ., WA'<Nl'.'lG RECLAIM!:□ WATER 80 NOT C;fCNK AVIS0 • AGUA L'vlPURA NO TOMAR 1e"x 1e"S12:E .016 ALUMINt.:M,.MAt:IS PLASTIC OR STICK-ON V',NYL SIG~S. HAVE: EXERCISED RESPONS18LE: CHARGE O'JER THE )EStGN OF THIS PROJECT AS ;/ CEFINl:D IN $1:CTION 6"/03 OF 'fHE 8US'.NESS ANCl PROFESSIONS CODE AND THAT l REVIEWED BY: :i :HE ~ESIGN IS CONSISTE~T WIT'-l CciRRE.'<T STANDARDS. 1 V 1 I UNCERSTAND TI-\AT THE CHECK OF PROJECT D~AWINGS AND SPECIFICATIONS BY icinity Map '1 THE CITY OF CARLSBAD ANO THE SAN DIEGO COUNT'r' DEPARTMENT OF HEALTH NORTH l:\1SPECTOR DATE 1 SERVICES IS CONFtr,ED TO A REVIEW ONLY ,\ND DOES NOT RELIEVE ME,AS LARCH. rAAPPPPRRCOiiiVi'EE'co,---------------r-------·--wlil'nNIHiUfttWV------\--~~~~;;.;~-:--:-::--::7::-:--:--_:::_~·~~---j-~'; Of WORK.Of Mr RESPDNS1B:L1TIE:S FOR PROJECT OESIGN. OEVE:.OPERS Ni,ME: t;'~~~~ ~':;!~~/ CARLSBAD MUNICIPA:.. WATER DISTRICT 1 FIRM NAMES a A'.)DRESSEs:L1NDNERAN0Assoc1ATES ADDREss, 1901 souTH uNcoLN sT. """' CITY OF CARLS ~; REGISTERED LANDSCAPE ARCHITECl NO. eft" , BAD 14 i ~A6_o:g:~; 0 ~RGHlrECTURE/ENVIRONMEN LPl.ANNING ~ ~tO V/lo/11 OCEANSIDE, CA L-1 PLANNING DEPARTMENT ,,,.,, ; VISTA, CALIFORNIA 92085-2502 ENGINEERING PLANCHECKER TELEPHONE (619)433-2607 PRIV ( ': PHO,'~f Nu-; \ ) {619)72,-0545 DATE . ATE ONSITE) REC'~A',VED wr..:'."ER RFGtcTR/\ftON Nu'$ RLA 2818 EXPIRATION DATES• 5/31/96 Revisions rnast oe oppro;ed oy Puolic Healrh SYSTEM FOR: i _ -~. E,gineer, C11y ~ngir,e;,r a D1srr,c1 Engineer ,1 ½ . -~ prior le imple1nen'OIC>'I inf'eld. '.)ATE P1-AN PRf::PAR::'),.:.:7:::'l::::9::'=94====B:'..Y'...::.:5M=L===:J Carlmu Golf Pr ct· f ·1·t I 1-~DSCApj':---:;, CARLSBAD HUNICIPAL WATER DISTRICT ::--. I JCI ICI I Y '.' """' ";.;-;;;u1//J:;,2 -1-,,_ c·'\'. r;:;::-;-----P-l~S-;;r'::'H::-:IC~r;:--:;:-A:-P-P_R_O_v_E_? __ c_H_A_N_G..,E_s ___ -,-__ +-------·'=B:'..'E=--'.:'...N' ,::: H MARK -~p 92-04IA) HDP 93-15 '. /§?. ~~~>.\\\\ ,/J-~=1"= ... No.I Oi1u1:,lp!lon I Approvt10 0.11!t1 -------------.....J,..~~~S"~,~~~)~if~;;;:~f':•j·:~~~--:,_~~//~•,,~~itjtl;i~;;;~~~~~~~~~---:::--ca---:: , :._?. ,, C-? (,, 1 l"fl ~ LJl"\H,.r t=~================================:t=============J ~~¥CI IO !IC"'-------------------. \ '~, ~-, 01 '"-•··· ··l I! DIS'IBKT F.-N'.;!NE:f.R R.C.E. 28176 1 4. ~ ~L l, 1 * -~--. )lf~/1-;:; I 1-=:::================+~==--============::i====t:==-j 7' '·!l'r:.,·4-·1" -~.-/I' I"' '-1-------------i----i---1 L•o.llon __ _ ;-~J';-i...>~~~/ _§AN~f GO-~9WN-T-t...·*' _i?,LTH DEPARTMENT I -·--------------r,o,;,:;w~,.----,,"---,.-;::;:::;::-:-;:-;:-::~:-:---r------ 0 -"_'"--~ ~F CAc'XJ::,.' le~ ____, ~ . ;~~ (-r;-J't ~=t================================t=======i=====:i Reco,a ,,.,,,___ -------------1-:------=SM=L=------il PROJECT NO. DR/,V/'.',G '~O. ) ~;>, APf'ROVEO BY: -DATE: EIOYotlOn _0,1,m c,.o." _CUP 92~04(A) 1: SML i HOP 93-15 333-SL 1 -·---------------~1.. ___ .:;,;,;,:_ __ _1. _______ [____ ' ~~-11 -~·~-,~.:i.:: C. M_ W, D. JOB f\0. 92-201 Project Site Area 7 8 20 ·,-.._:.) . Vicinity Map BK 21 26 PLANTING NOTES: 1-CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES. PIPES ANO STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH PLANTING AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANO/OR GRADE; DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KMOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. THE CONTRACTOR SHAL<-ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION J, 4 5. 6. 7. 8 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22_ CONTRACTOR SHALL REVIEW !.PECIFICATIONS PRIOR TO COMMENCING WITH PLANTING OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONT'lACTORS AS REQUIRED TO ACCOMPLISH PLANTING OP'.cRATIONS. CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OP. LANDSCAPE ARCHITECT AT LEAST TEN WORKING DAYS PRIOR TO START OF WORK THAT ALL PLANT MATERIAL HAS BEEN ORDERED. CONTRACTOR SHALL ARRANGE PROCEDURE FOR INSPECTION OF PLANT MATERIAL WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT AT THE TIME OF SUBMISSION. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT FOR FIELD APPROVAL OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. BOXEOTRE~S SHALL BE APPROVED IN THE NURSERY PRIOR TO SHIPPING. NONCOMPLIANCE WILL RESULT IN REM?VAL OF SAID TREES AT THE DISCRETION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. AT LE::AST ONE PLANT OF EACH SPE::CIES DELIVERED TO THE SITE WILL HAVE AN IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING COMMON AND BOTANICAL NAMES. ALL PLANTS SHALL BE PROTECTED AGAINST HEAT, SUN, WIND AND FROST DURING TRANSPORTATION TO THE SITE. 00 NOT STORE PLANTS IN TOTAL DARKNESS FOR MORE THAN ONE DAY. WILTED PLANT MATERIAL SHALL NOT BE PLANTED NOR USED ON THE PROJECT. DO NOT DAMAGE PLANT ROOTBALL DURING TRANSPORTATION OR PLANTING PROCESS. CONTRACTOR SHALL, IMMEDIATELY UPON THE AWARD DFTHE CONTRACT, ORDER AND PURCHASE (OR HAVE HELD FOR HIM) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT DUE TO CONDITION, FORM, OR DAMAGE BEFORE OR AFTER PLANTING. PLANT SYMBOLS TAKE PRECEDENCE OVER PLAN QUANTITIES SPECIFIED. FINAL LOCATION OF ALL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHOR!ZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT AFTER LAYOUT IS COMPLETE AND BEFORE INSTALLATION FOR SITE OBSERVATION. ALL PLANTING AREAS SHALL RECEIVE WEED CONTROL PROCEDURES AS OUTLINED IN THE SPECIFICATIONS. ALL ROCKS AND DEBRIS THREE INCHES AND LARGER SHALL BE REMOV:CD FROM THE PLANTING ARC:AS AND FROM THE SITE. SEE DETAILS AND SPECIFICATIONS FOR STAKING !VIET~OD, PLANT PIT D!MENSIO:-!S AND BACKFILL REQUIREMENTS_ CROWN Of PLANT SHALL BE /'LIGHTLY HIGHER, AFT~R SETTUNG, T!-lAN ADJ ... CENT SOIL. CONTRACTOR SHALL INSTALL ALL TRESS AND SHRUBS PRIOR TO PLANTING OF GROUND COVER. ALL PLANTS SHALL BE TRUE TO NAME AND SIZE IN ACCORDANCE W:TH THE STANDARDS AND PRACTICES RECOMMENDED BY THE AY.ERICAN ,O.SSOCIATION OF NURSERYMEN. ALL GROUND COVER SHALL BE PLANTED AT 12" O.C. TRIANG".;L.AP.LY SPACED UNLESS OTHERWISE NOTED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREA IN A WEED AN::' :::::CBRIS FREE CONDITION THROUGHOUT THE MAINTE!'-IA"ICE l'ER!OD. BL 12L 77 CARLSBAD GOLF FACILITY C NO. oELiA 1 00?34'40' RADIUS 75□.oo· L!::NGTH 33.74. TANGENT 1B e7· SHEETSL-5 ·& L-9 --~----·-- SH~ETS L-4 & l-8 SHEETS/. -6 & L -1 -----------__ ..J:!...J)!r~IJ.:¥-_l/. = :,:,;;_ -------___ _,,JIU PRACTICE i ' ' ' _______________ ,_J KEY MAP IRRl!,iATION NOTES; 1. 2. 3. 4. 5. 6, 7 S. 9. 10 11. 12. 13. 14. 15 16. 17. 18. 19. IT IS THE INTENDED THAT THE CONTRACTOR SHAI.L INSTALL SYSTEMS THAT ARE COMPLETE ANO FUNCTIONING IN EVERY WAY. CONTRACTOR SHALL VERIFY WATER PRESSURE, METER SIZE AND MAlN SIZE FRIOR TO BEGINNING WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY. THE CONTRACTOR SHALi. BE RESPONSIBLE FOR COORDINATING HIS WORK'-'· i r: OTHER TRADES. CONNECTIONS FROM MAIN SUPPLY LINE SHALL BE MADE HORIZONTALLY. PROVIDE A MINIMUM OF 18" OF SOIL COVER OVER PRESSURE LINES AND A MINll\n~ JoF 12" COVER OVER LATERAL LINES. ALL PIPING UNDER VEHICLE PAVING SHALL BE INSTALLEO WITHI!• ';>'-'H 80 SLEEVING. PIPE UNDER NON•VEHICLE PAVING SHALL BE INSTALLED IN SCH 40 SLEEVING. UND"h IJO CIRCUMSTANCES SHALL PIPING BE BENT TO ACHIEVE DIRECTIONAL CHANGES. SLEEVE SIZES SHALL BE AS FOLLOWS: USE 2" SLEEVE FOR PIPE SIZES 1/2" TO 1 ", USE J" SI.EEVE FOR PIPE SIZES 1·1/4" TO 1-1/2" USE 4" SLEEVE FOR 2" PIPE SIZE, USE 6" SLEEVE FOR 2·1/2" AND 3" PIPE SIZE, IJSE 8" SLEEVE FOR 4" PIPE SIZE. PROVIDE JO" SOIL COVER OVER PIP!= SLEEVES OCCURRING BELOW VEHICULAR PAVING ANO THE FOLLOWING SOIL COYER FOR THE FOLLOWING PIPING OCCURRING BELOW PEDESTRIA~. PAVING· 18" SOIL COVER FOR LATERAL PIPING 3" AND LARGER, 12" SOIL COVER FOR LATERAL PIPING 2•1/2 AND SMALLl=R, 18" COVER FOR MAINS 2·1/2" AND SMALLER, 24" SOIL COVER FOR MAINS 3" AND LARGER. THIS DESIGN IS DIAGRAMMATIC. EQUIPM[NT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY ANO IS TO BE INSTALLED WITHIN PLANTED AREAS WHENEVER POSSIBlE, UNLESS INDICATED OTHERWISE. All PIPING SHALL BE LOCATED ALONG THE EDGES OF PLANTED AREAS EXCEPT WHERE INFEASIBLE TO 00 SO. CONTRACTOR SHALL NOTWILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT, OTHERWISE THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. CONTRACTOR SHALL fULLY FLUSH ALL UNES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY O~ITO WALKS, 0RIVES AND BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS. CONTRACTOR SHALL USE TRIANGULAR HEAD SPACING WHENEVER FIELD CONDITIONS PERMIT. 1!•"•,·v .,.-~.,-J · ,•,-~ ,,• ·, ,.,, v'''"••,,· • ,y·,.,,,··, ·; ALL SPRINKLERS W/IN IO' OF ANY PEDESTRIAN USE,' PARKING AREAS, ETC. SHALL BE P0P-UP SP'llNKLERS. L.-• -... • • •·"•·--·'--·----· ,,. ····'· -···" · ·" VA_VES SHALL BE MANIFOLDED TOGETHER WHENEVER POSSIBLE AND SERVED BY AN UPSTREAM PIPE E•,UJI.~ IN SIZE TO THE LARGEST PIPE SIZE LATERAL LEAVING THE VALVES, UNLESS NOTED OTHERWISE. PIPE DOWNSTREAM OF VALVE SHALL BE AT LEAST ONE Pi.?E S!ZE LARGER THAN VALVE SIZE UNLESS NOTED OTHERWISE. PROVIDE LINE SIZE CHECK VALVES WHERE FIELo·coNDIT'ONS REOUll1E, PER PL.I.NS, AND/OR AS DIRECTED. ADJUST CHECK VALVES WHEN NECESSARY TO HOLD B.<>.CK THE PROPE'R AMOUNT OF HEAD. ALL GALVANIZED IRON PIPING OCCURRING BELOW GRADE SHALL BEWRAPPEDWITH2"WIDE SCOTCKWRAP #50 OR POLYKIN # 900. USE MINIMUM 1/2" OVERLAP- REMO\/E BURRS FROM GIP AND PVC PIPE ENDS PRIOR TO CONl>IC:~TING OF SOLVENT WELDING. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPAIRED, REPLACED OR CORRECTED BY THE ( ·)NTRACTOR AT NO COST TO THE OWNER. CON; RACTOR SHALL BE RESPONSIBLE F:)R MAKING Hl~_lSELF FAMILIAR WITH AtL UNDERGROUND UTi'-ITIES, PIPES AND STRUCTURES. CONTR,'ICTOR SHALL TAKE' SOLE RESe>ONSIBILITY FOR ANY INJURY, OR COST INCURRED DUE TO DAMAGE .'IND REPLACEMENT OF &A1fl UTILITIES. I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOh PROJECT DESIGN. THC:.:iE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED APPLICABLE LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LA~!DSCAPING. APPROV[fl LINDNER AND ASSOCIATES 1-~=-+~~-+------··--.. CAE 1N nAL 1 1 -Project Site ,: ,_ I -t· "" l . u • • 19..__ .. ~~~.s :::"'1~" I ~ • .'.'> .p .:!" "l' ~ .If . _, .,.,, ,· p .', ~ .:r '\fl SOUTHc ,. t T~ :,. , .... '"'... ,. "i r.>. E .,, :• . .},·•· ""P. ,j!Ts., Q > ' ,· SHEET INDEX SHEET NO. L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 " ' ' -~, ... Os& ,:,,,::,,~-- ~ ► ~2,;!~> Location Map DESCRIPTION TITLE SHEET -RECLAIMED SYSTEM COVER SHEET, NOTES AND MAPS "' ~ IRRIGATION PLAN -NORTHWEST QUADRANT IRRIGATION PLAN -NORTHEAST QUADRANT IRRIGATION PLAN -SOUTHWEST QUADRANT IRRIGATION PLAN -SOUTHEAST QUADRANT PLANTING PLAN -NORTHWEST QUADRANT PLANTING PLAN -NORTHEAST QUADRANT PLANTING PLAN -SOUTHWEST QUADRANT PLANTING PLAN -SOUTHEAST QUADRANT IRRIGATION DETAILS PLANTING DETAILS & PLANTING LEGEND L-10 L-11 L-12 L-13 L-14 IRRIGATION SPECIFICATIONS & IRRIGATION LEGEND PLANTING/HYDROSEEDING/HYDROSTOLONINZING SPECIFICATIONS NOTE: ALL LANDSCAPED AREAS SHALL BE MAINTAINED IN A HEAL THY AND THRIVrNG CONDITION, FREE OF WEEDS, TRASH AND DEBRIS. l\f>f)Fi'.O Vtl) FOR PLANTIKC; 1\ ND TR RIC; ATION ONLY, lNCLlJDINC; PR~CISE T .OC A'J'lO \J OF PLANTINC _A.RE.4.S. IN-1 ·r1-A __ ... --DA n: lt!!TlAL D: II! T" D~---'--I I T I I f ·-·-···-----DAil _,, __________ _ ·--····------ l'ISPECi LJR DA!c -------I , ·I Landscape Architecture and Environmental Planning California Registered Landscape ArcMect No. 2818 P 0. Box 2502 / Vista, Calttomia 92085-2502 ENGl~EE9 OF WOR~ RF.VISIO~J iF SCklf' 11cm " t· . ,. ----'------j 'l"HlR ~PPkOVAL CHY APPRO'v'A.l 619 724-0545 TITLE SHEET 92-201 czj~ ' , I \ , I \ ' \ ' \ \ I , I , , ---,-·---~-~--------· --·-· ---- ....... -. _,.,.. .... ~~ .... • ff~~•t-t-Ti>'' ,· :..:.. ... It/I,._,·--• ,. -~'"" • , -~· • ---L --, -1.1111 ~~Ill I I r I I', ---· -.. ----- I I . I -~ METER BY OiliERi too PSI STATIC C rm FROM CARLSBAD MUNI. WATER Ii 32' ELEV. : t tO GPM MAX. D~AND. - " ( , --~--·---·--·-- .,.,,,, ~ -. a,.w.. t::_. !Ji: i •. I ,"-. --...._ ----. I I I -\ I I I I I 2'. ,lAi) ll!c:) • 16.81' --'' . • ' ' '\ 0, PROVIDE A MINIMUM OF 4'-0" ~ ' OF SEPARATION BETWEEN WATERLINES ) ~- • - /2" SCH. JD .POTABLE WATER. ---·· -. _ -. --, __ :!tli>PL y"!'Cf CLUB-HOUSE (SHOWN ------••• • • -FOR REFERENCE ONLY) SEE IMPROY~"'1ENT PI.ANl;i, ' '' ----09 • SC AL £ 1 10 0 10 20 40 -----0 0 GRAPHIC SCALE \ '--,& I -~ow OF STRIP SPRAYS. DELETED I • I-~ , , , S!1/f?1JP5 fO/L FUnJ/Z{. fJt?tJ~TE PltMf ' ,y1,·1 ,, .. , I , , , I . ' -WiJf fL /i-t¼ l. ¾ ... /, /: L I / :; , ' I • : -7 l~tJ,lA77iJN Vt,L\JE: fiJP. :-'-+--. qv;r 4/Df. OF fN'/ltf.C4'J • I I , j'---:,t.----~-~~; , { ff J:MUffJ) A~-tJ'efrf-a,-,,.,.-:1fDef-)---'---,f\ ,>F--,:+-+-----7z~---+---f---,1,< I , I • • All,.. , , I I /'/:, I , I , I : ' l ! ' I , ' , ' ,' ii 'I I 1/:.t I ' \ I • I • • !{,_ f. \ I I I I \ t~ I ' I I I I I I I I ' I I . I I I I I I . j I Q 't2. I ' I ' ' I I I I ' ' ' I I I I ~. I ' I I ' () i I . NOTE: WHEN USING RE'.CCAIMED WATER, DO NOT ALLOW OVERSPRA Y INTO THE CREEK 1 l'HE::r\M rn:o FiECC"s·:·1·:1'JCT l 'lf'.; I ll 406 f✓'JM[ER ,,3. 0-18-1:h • \ fl::[) 5/f)/9,.1 :\!·,,:"\ "Jj~,:J i",'.. H ·'..I., ' ·-588--92 ,JA.1 !·:·D ,::./10/0-~, • I rt--....----,WIRE SLEEVE, (SCH 80) ,I;--!+----',,-HANG MAIN & WIRING , W/IN. SLEEVES(SCH 80)@ : UNDf;RSIOE -,OF BRIDGE. .(- A '2. ,.., .. Al0 I • Al'>- o ·It~ APPROVED FOR PLANTING 11 ·-~·-'.~, .:.,.r?ii RN □ IRRIGA·r ION ONLY, ,','' ,· \ _I, ' I II RS .... ' _. -·· ·-· --:.,·,. ----· "·-----·-+-+ 11/4 .J.:.'9 : : [P~tt ,~ ,. .. ~ -··-1----~l,~1 l"TA~P· _,Pl'\"IR;;;;.O' ~VE~D~(=-. ____ __:___:N'..'..'.!tt:..:~~'/i!ql.!:.:I fr't'.;!~:._J-~ I N :=: L LJ :J I ~~ C p REC = 5 E ~;;ho 10~:ft' If o' LOCATION OF PLANTING I • DATE RRERS. REVI EHED BY: !I! ( · ~ (d'-rt-'75-I~ INSPECTOR DR Tl lj c r TY--(jF ____ cARL5BF-i □ l s.,.➔.E. [T·,:;-l r".1 . PLANNING' DEPARTMENT::.~::~_::: .. 1_4 : .... ~~ I~ -,{ Csrlsbad Golf Practice Fac111ty I,·.: C, U. P. f 92-4 ~ i------t---+----------------+-----+•--+-----+------1 I SC-~ET I IRRIGATION PLAN-NORTHWEST QUAD. 92-201 0 ' ' ' ' ' ' ' I ' I I I __ ,, ___ , .. _ I I.JJ q "7 , .. , I ., ' u ,_ -l ~: ) ,, HAYMAR ,z_l/4 TON RIP f;:Af' )( PE.R_ D-40, r·rp,:· 1 -----: ' . . -,.(".....-· ----~,...., ~p' . ·l ..,. • -' ~/4 C) c-!u Ill :r lf) I.U L.J ~, .......... ·-·--·-·-·· -?;,-- -·,l --, 111'1111.11 U ·-··-·---·~-·-.. --.. -.... , .... \...6 pipe •~ng \ \ \ CL) > ,, i_) \~' .. , 0 <) -p y \•""' ·J, ----~ ~~---.. \,·y·y-,r-~ ~-.BEPRTOWVEIDEE A MINIMUM OF 4'-0" OF SEPARATION N WATERLINES. ~'---..__.,"'_"r'_ --..___,,,_.,..,- & ~-:::~----S-:INSTALL THESE THREE(3)...HEADS W/IN TURF BLOCK ::-::~:,:;-'~0 FIELD. SEE PLANTING PLAN s,-tEET L~B • • • \ ,i '/,R • ')LJ' \ I I 35.0C \ PUTllNS \ ,!, &, f ---·" ·-· ............. ·----·· St'E Sr1d' r ~.o L·6 '-.'l "-l 0 C I \ 0 Tl:E • • • \ • : • : [1 ,tv ·" ~c. .• , , • • • o/-t • 34 5 / ,I 35.28 ' --- 'INDN ND ASSOCIATES Landscape Ar9hilactura and Environmental Planning Cal~ornia A&gistered Landscape Archlteol No. 2818 P.O. Box 2502 / Vista, Cal~mia 92085-2502 619 724--0545 APPROVED DATE APPROVED FOR PLANTING RND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING RRERS. t---+---~~----------·---··-· ~ -----+----+-----+-----+-----< ~_J OATE INITIA. ENGlN€oR OF SOR REVISION DESCRIPTION ·" .. 'lo s C A !. ·'-I 10 0 10 20 40 _.._,... GRAPHIC SCALE -=iu r L _ .. I! D . ' I ' ' I , ' , I I , I I ' ' ' ( ' ' I I ' I I I r I I . -I f!: lil I C\.J ' (JJ ·~·-·~---,.....--, .. ·-··~--···-,. ' J ,, I I ....... -----' • ........ • II' ~" •• ·--·-··· .. ···-- ' ' ' ' I \ ' ' ' I ' ' ·U " ri (j 1'4 ... -·1 ' J ~..' ,,.. , i •~-L. ..:. ... __ ~~ ... .J -_,,_ ....... 2. 1.a 212 3 i ,~,: ~il--i,~r-------.. ' . ' .' ) ' '. ' ii~ I I ""'l'lf""""'ji~~• I I --// . I ' I ' ' I ' I ! I \ I I ' !'/4- I 2. ' I ' : ,,;,,_ . I ' I ' ' i I I : I : i l -·--- ' I ' I I I I I l .- 1 ' I ' I ' I I I ~· ' /'/. I '9 I • I I I I I I I I I I ' \ \ 3 I I !2 1 2itz ,...=--- t--1------+-1 : /'4 !'if I I I I ·½ ' 'It I \. i>,4 i .. I ' ~eTE: WHEN USING RECLAIMED WATER !pO NOT LOW OVERSPRA Y INTO THE CREEK. ' 1 · GRAPhlC SCALE ,; .aow .OF STRIP SPRA vs Dr;:LETED 0 < I LINDNER AND ASSOCIATES Landscape Architecture and Environmental Planning Calrtornia R<>gi-ed Landacape Architect No. 2818 P.O. Box 2502 / Vista, California 92~2502 (619)724-()545 ' APPROVED • DATE APPROVED FOR PLANTING BNll _ IRRI GB I I ON_ illilL J'.'...._ _ INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT" IO/r.,,/9"'5 JRTE" 1 .. t-----t--------t---------+-----+---+---+---------ct ITrJ PLANNING DEPARTJ,1EN!~~-L.H __ -I • Carlsbad Golf Practice Facility 1---+---------1-------------1-----1----1-----i-------~ ~~~tis;;c""i'.""'iu>'==. P=·=*=9=2=-4====~ ; f-~-.9.y ~-+-1,..LJL.------"'-----------------,~=-=---'------• DA I[· -----.. , ... --. _,_,., .. DATE !NITIA ENGINEER OF W REVISION DESCRIPTION OWN BY• SMI ~ : PROy!c,CT NO DRAW !Ni.i NO. --------□A_TE~_IN_I_TI __ A ~□_A_TE~_IN_IT_IA .... CHK0 BY SML . : CUP92-04\AJ HOP 93-15 3 '::J ~-j --c: I Ii! OTHER APPROVAL CITY APPROVAL RVWO BY 1 1 ; -, J , _J .;;;;I IRRIGATION PLAN-SOUTHWEST QUAD. 92-201 ' I I \ I ' I I I , ' I , f I I I I I I ' \ ' , I I ' ' _\\~ _ __,.,\,. ''• -------;'. . \ \ ___ _,____I "'7"."",.........:..•_-...1..~..,.----... _.........-~ .................. ...__ ' .. ·. \ ' ' ' ' . I I I Slf<[,~'1 lll.U 11,.:Cm,'.,-l'k1CT !011 1PEH 405 NUMB[A 93·0~8-lW ,DAT[□ 5/5/9~ AND 150~ P~AM!T :5-588· 92 J,\Tf:D -1/ 19/94 I J· l I I I i I q . \ ' I I ,, • . ' ,, I' I_ ' I I I >. I ' ' ' I I ' I I I I ' I I I ' ' I . ' ' ' ' ' ' I ' ' . I ' I ' ' ' . I ' ' ' ' \ ' I ' I I I ' I ' I ' ' '·' ,<', ' 1 "':' _, ~y <;,? •· < ~-- ..•• J ........ ___ _ I :rn ., . ., - ... ..,_..,..,. -------------- ••• J'/+ I 'h ED WATER, DO NOT TO THE CREEK. . '/2 --f I \ I \ ----I ____ _.._ .• 1,;,;·· ---... \ \ \ \ I I I \ I \ \ ---3·1 b '-'' ·\) • • • \ ' .. ~ ,. • • • --t?J.:---.1.J I''+ ! !~y, -• • • • I t • \ 20 i 't ' ' ., ,-1~ J ,J , ~ • • • ::l.7 I _).':; • • • i I j,, ,fl. I • • • "! u I I \ \ \ ' I ' I • 1 ~¾- •\I< <: , 'b-·-) ; PUTT l '/G GHt'l:IJ / ,. --91· .... , ·-... , ··----.. .,.. ...... , .... --·--· --,, ... , , .. , .. 3A. _ 28. s·; I-. 22~ ... ::3 '!◊,·§, \ '-• '..1-(~;: / '/ /1/ i'i_ ,; •' 1'/ d /0 </ .. '{" co 'l') II I i/ : I: ' . I ,,~-I ,/ I , ' jrj_(J I / / , ' I / ;.. .. . ' II A,, I ' ' •I .'/-'. . ' ' I -, ' .... ~--------- C.:-r <) i :;· ..J-,..,., I • ..,._ ..,. 10 0 1 0 20 40. ------ GRAPHIC SCALE >'l :1 fl. ··· :11 3 ,-----------r------.1 -----.... --~~---· ---··r·--- ' . ·--1---. I I ~-~~ ........ -------I I J,; LINDNER AND ASSOCIATES Landscape Afchitecture and Environmental Planning California Registorud Landscape Archttecl No. 2616 P.O. Box 2502 / Vista, California 92065-2502 619 724-0545 APPROVED FOR PLANT I NG "RS BLJ I LT" Z' RND IRRIGATION ONL y' ~ / Jt)/,✓;A-i INCLUDING PRECISE -~---,;RT:<> tl LO CRT I ON OF PLANT I NG t-:R-=-';;..;._I:....EW __ E_D -BY-,-------~~ APPROVED P,RERS. L,/¼c,k_ /?'-11-'!1;;"" ~ t==t=j~•=' ===========D=A==T:E..1. __ l....__l....__l __ l __ "t,:::;:::;:;:;:~I~N;S~P;E~C~T~O;R=:;;-========-=-~J;A~T~E-~11 ~===~==t====================j===±==j===±==j ~6 CI TY OF CRRLSBF1 □ [sH.c.,'·;·Tsj ir_~_-_J--L!:i.J PLANNING DEPARTMENT L. _ _'.!__ ~ Carlsbad Golf Practice Faclllt;--1,1 r---+---+-----'---------------+-~~~~~~:~~~_1~~-=-----1 l==:=::=::=:===:c:===;-z;,."':i=C::,::.=~-=· p=·=~ 7.~~-_J ~ t------i--+------------l---1----1--+--l ,. /. /J 'ft~-~4,... t~ tv"" ,, WI ASSISTANT PLANNING DIRECTOR. , ,-. -□ATf: -~ ~g·~-~-□~9-~~-~-:t: [cuP92~~4(A)c __ HDP0 93-15 l~R3_A~31:0 c ~cir ~ RVWD BY . · ... __ -~ _ _ _ • , --1 '=-1 ~ DATE INlTlA REVISION DESCRIPTION INITlA DATE IN!TIA ENGINEER OF SORf OTHER APPROVAL CITY APPROVAL ~-~ IPPl~ATlf"\"J Pl A"I-C::()I ITHFAST QUAD. 92-201 I , 09 ' ' I I ' I I / I ' \ I I ' I I I I ~---- I ,. I .--i, -- I I C NO. 1 0 DELTA RADIUS LENGTH TANGENT 002"34'40" 750 oo· 33_74· 16.87" 0 S C R L £ 1 • = 2 B ' 1 c o 1 ~, ;>o i ----~ 0 . - I I I I I I I ' I I L._ 50 FT. HIGH Nf:TTtNG APPROVED I I I FENCE I I I I I I f;J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _Q_ ----_ Q ___ ---------- I , I I , I I I I ! I I r7,·,-+-------.._ 1; I . - I ,I ,, l -,· I . • ,, I I I I I I I I 1 i I• /: _I -ff I :==--<' ir"==l,:......+ £ i I ! y : -I 1 ;l=ec=-1 : I I . . I [ID ER 404 NUMBER 93-048-EW ATE□ 5/5/94 AND lilOa PERMIT -588-92 DATED 4/19/94 D RCE __ _ .... , --' w 0 z z ~ _J f-w :r: w u :r: f-U) <( ;;: w w U) "RS BUILT" EXP---- APPROVED FOR PLANTING RND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING REVIEf.lED BY: I RREAS. ' DATE INSPECTOR DATE DATE t--t--+---------------+-------l-----l-----+-----1~ CITY OF CARLSEAD[SH1E4ETSI ~ PLANNING DEPARTMENT ,-----------------_:_:_------i Cerlsbed Golf Prectlce C.U.P. I 92-4 Facility LINDNER AND ASSOCIATES t-----t---+----rc----------------l--------l---1----1-------1-DATE Landscape Architecture and Environmental Planning l-----+----+-"-...._ ___________________ -4 __ --I---I---_,_ _ ___. OWN BY: ~ PROJECT NO_ DRAWING NO California Registered Landscape Architect No. 2618 DATE INITIA DATE lNITIA DATE INITIA CHKD BY~, .,o;S;a,Me..L~I P0Box2502/Vista,Calif<>rnia92085-2502 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL AVWD BY: ~2-04(AfHDP 9_3-15 333-SL 619 724-0545 PLANTING PLAN-NORTHWEST QUAD. 92-201 --~--- 0 ' ' \ ' ' ' \ \ ' I \ ' \ \ ' I -- ' 1 .. UJ z >--< ...J I u >--~ ::,: ,-• _j D z >--UJ w :i: UJ w w UJ HAYMAR ' \ I \ \ \ \ \ I \ IUIIIIIU ______ .... IOl'<I<I,■ .. .. .. -~TERMINATE TURF HYDROSEED 2' FROM FENCE LINE (35 5) ------>'=::_ ··- ~------ '-~----- \ \ \\ -~- \ __...:-,.--\,.._./--,---- \ \ \ \ ·-'--50 FT. HIGH NETTING FENCE -\-- :1·/c, ·,-,--1 ,_,,. / .,--,,. ,/ -., --,,--' \ \ 6:1 SLOPE --+--+-172' OF PLANTED EARTHEN SWALE '-· -\ TEE l;L.EV. = 34, 5 \ TO COMPLY WITH NPDES REQUIREMENTS 'I \ l SEE PLANTING U'GEND FOR SPECIES USED-) \ -....., .... , __ ./'-!'A., __ /'•.,,. .-----,.,-'"·•,, _ _,.-·.,,,"\ ,.. -~-/ \ -/ -·· LIMIT OF HYDROSEEDEO TURF.~-\ ___ __,/-- \ \ 5' LEVEL AR£A WEST OF TEEcS ---1/ -TYPICAL. MAX_ 6:1 SLOPE \ WEST TO MEET RANGE \ ELFVA TION. \------,ce---- \ \ \ \ \ I I \ I I MATCH LINE SEE SHEET NO L-10 \ \ --------.,,________ , .F·vv✓-· . /_/ ••~-,--/-· -\, •,·-/ ··-·-\,yv/·····--\ __ -. ----------------,.-f TURF BLOCK PAVING FOR EQUIP. ACCESS} -------/ .-LAY ON 3/4" OF COMPACTED SANO BASE / ----{ PER MANUFACTURERS SPECIFICATIONS // j' ----------!lACKFILL WITH AMENDED SITE SOIL \ I \ \ I \ \ / _ AV)>;~_B_L_E FROM R.C.P-[619)480-9696/ / l~O --~ t l!.) ·--._____ ...... ~-----'--_,..r--/ r rn ,/~A.. __ --/'1"----"'---~------ // _/~ //--/ . ------ '··--,._/ ----.........,_ (35 6) --.34 .50 20 Bel SLOPE , . ...........-· -, ,·.' .,. I \ (35 81 I I I 1 I ' I I PUTTING GREEN 1 I 3El,. 5 ' I I I I I TEE EL.EV. = 34.5 I I I ---- / / I / / / / / / I / / ( 35J3l D1y l Ve::, • ---~~--F ~&} '-.,_.,.__../ -------5 . 5 0 ' I / / ·-' """' -* ,... ~t,)__.._,· ~..;t$ {. DF .... M '<!~) / ~-" ~ ...... c'~ ,.,...-:;, ·---.':"~:;:;:;:: ,,,, / / / / / / / / / / I I LINDNER AND ASSOCIATES I Landscape Architecture and Environmental Planning C~lifornia Registered Landscape Architect No. 2a1a P.O. Box 2502 / Vista, California 92085-2502 619 724-0545 I A 1 +00 I 35,50 / ' 1 TA 2j+OO \ \ ' ' I / ;\ I I \ \ I I \ I \ \ APPROVED I I □ATE INlTlA ENGINEER OF WOR I I FL= 29.5 DATE REVISION DESCRIPTION SCAL£ 1 " -2 0 ' 1 0 0 10 20 40 _,._,... -........._.......__-............._ 0-30 \ APPROVED FOR PLANTING nRc ,) E3LJILT" IRRIGATION RN □ INCLUDING ONLY, PRECISE DATE LOCATION OF PLANTING RRERS. REVIEWED BY: L_f1/4uk_ ;tJ-1/-'!S:. DATE DATE INITIA On-ER APPROVAL 0ATE INITIA CITY APPROVAL INSPECTOR Carlsbad Golf Practice Fec111ty C.U.P. f 92~4 OWN BY: ,___,S~M,..__-PROJECT NO CHI<□ BY : SML u:,Ai_'!_.'VW!!c!D---'Be._!_Y_;_.: ==I CUP 92-0i{A HDP 93-15 DATE DRAWING NOJ 333-SL PLANTING PLAN-NORTHEAST QUAD. 92-201 I / / / / I I I / ' I I I ' I I / / / / / I I / I / I I ' I I I I I I I I I I I I I I I I I I . ,•· gi I .·· ih I 'ru I/ I (0 .r ·, I / / / / / I I T -----..... · .:...__ .... ---.,.; / . ~ ,.. ....,. -_.;,_ -' •~,u• -•,,' "" ... , ' ''f'-'< ... ~ 'f .; ~-t .,. /,:,~-~~;._._ .,:;; ... _,:. __ _,. I I I I I I I I .1·· ,•\ •' ·' .~,_r,t' ,•' ,,. ·. -• .... :'~ ~ \ _. I I 1\, _ ·•..-.. ,r ' ~--~-./ .,. . ~.,., ·-'-...·_ .-l . , / •. w ',i i<lr:1111),-,/ """"'" \ ._ 1/' I / ,' I '1/2 ~,,' fee, l'+-l"'l"'i'4-l!IQ'1HI Ill . 1 ,, ---. ..a: I .,...L..1.--'---""......_-'-'-L.../ I I ' I I ' I ' I ' I I I I I I I LINDNER AND ASSOCIATES I I I I I Landscape Architecture and Environmental Planning Cal~ornia Registered landscape Architect No. 2818 P .0. Box 2502 / Vista, California 9.2085-2502 619 724-0545 I I I I I I I I I I I I I I I I I I I APPROVED 0 . I . I I .1 1 • . I . • 1' . I I I I : I . I I • I .-.-~, I I l . . I : . I . : . (' . : I I ', I. . .· : ,' : : J I · I I ; I I ' \ STREAM BED RECONSTf'lljCTION \ PER ~04 NUMBER 93-0"4,B-EW ' DATED 5/5/94 AND. 1603 Pi';,RMIT 5-5BB-92 DATED 4/19/94, I . . \ : . \ I I \ I \ \ \ I ' I \ I I I I I I I I I I I I I I I ' I \ I C A L £ 1 • = 2 0 ' 1 0 iJ 1 0 2C 40 ----- GRAPhlC SCALE = I "T __, W 0 z z ~ _J f-w I W U I f-[JJ " z w w [JJ TYP. DATE APPROVED FOR PLANTING BNU -IB.Rl GB I I Q N _ .o.tL L _ INCLUDING PRECISE LOCATION OF PLANTING AREAS. --30 "RS BUILT" RCE __ _ EXP __ _ REVIEWED BY: INSPECTOR DATE DATE 0------------------+---~-----+--------+------+-------+------II Ll!J CI TY OF CARLSERD[ l SHEETS I f:'Ll(NNING DEPARTMENT • L_!4 : . _____. DATE INITIA ,____-. ----> ENGINEER OF WO REVISION DESCRIPTION DATE INITIA OTHER APPROVAL Carlsb~d Golf Practice Faclllty C.U.P. # 92-4 ~~~~~-,.,.-,~=---'..f-C-~l A !STANT PLANNING DIRECTOR OATE:1 DATE INITIA CITY APPROVAL OWN BY: ----,!!:'?-~I PROJECT NO. DRAWING NO. CHKO BY· SML RV!!□ BY; ___ ~ CUP 92--04 A ,HOP 93-15 3 3 3 -5 L PLANTING PLAN-SOUTHWEST QUAD. 92-201 ' ' \ I f ' I \ I I I f I I \ I I ' f I I I I \ \ I I I \ \ ' \ f I I I I ' \ \, ·· ... ~··· .... ~ ·.. ~'. --·. --· \ --------x ----'\ ·. --..... ...;·~-.... -, --. ---~-----:,:., ___________ -- \ ' \ \ ' \ ' \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ 0 0 (J I I MATCH LINE _ _/ SEE SHEET NO L-8 TEE ELEV. :::: 34.5 6:1 SLOPE LIMIT OF HYOROSEEDED TURF---~ I I 5' LEVEL AREA WEST OF TEES -TYPICAL.-~ MAX 6:1 SLOPE WEST TO MEET RANGE ELl:VATION. I I I I / I I I I 6:1 SLOPE I I l----=c•-~ I . . . . - 20 40 ' I I PUTTI~G GREEN ' I I I I I I I I I I I f I I & u I I I 8" I I #' p $ q_ (\ I / / / / / / / I / ' I / I I l--\--::a~Mov£Df: CE.NTE/2..FO / r-,..,'--.,-.e:,n.J,y /ltfJIT '5TJ.tlp~ // x--34.50/~ I / STA 224-00 I / lfd!ZF-,-./,:, Fl,A/y / I I Tf5 ,~~~-~s~a-/, ,1 / SHED / 34.28_ ~T/4 22+43 / / . 8() = 30_5 I f / / / I I / / I I / I I n;, / I / I / I I I I I I / I / / I I I I I I I / I I I I f I I ' FL~ 30.0 VARIES DETAIL ' I ' ' I ' ' ' I ' ' ' I I I I ' ' 2.5' ,, R II I I I ' ' I PL 2.5' S C R L £ l • • 2 0 ' 1 0 0 10 20 40 1··-.·.---~ ..... ..--_ CRt\PHIC ~,CALE EXTEND CONCRETE & STUCCO UP SLOPE CONSTRUCT TYPER BRON DITCH 5' NIDE PER D-75 LIMIT OF HYOROSEEOED TURF ---NO SCALE E FL~ 31.0 -----~•c-•- LIMIT OF HYDROSEEDEO TURF/TOP OF SLOPE LINDNER AND ASSOCIATES Landscape Architecture and Environmental Planning Calrtornia Registered Landscape Architect No. 2818 P.O. Box 2502; Vista, California 92085-2502 619 724-0545 APPROVED DATE RPPROVFD FOR PLANTING RN □ IRRIGATION INCLUDING ONLY, f'Jt'2[C I SE LOCATION OF PLANTING RRERS. BLJil ... T" ~>1, t.._....--:: ~ to/r,(96 ~ ""''""""''-EXP o/4r/fto v ~RTE REVIEWED BY: L.~ INSPECTOR /tJ-/1-r~. □RTE -----·--·---'--~ c r TY OF CARLSBAD [SHE~TS1 t---+-----11--------------------+----+----I----I-----I ~~==o~::::==::::P::::l:::..A:::N:::N::l::N:::G==:l::::lE:::::P::R::R:::::T:::::M:=E:::::N::T=='-'==1=4===! ---··---·---t-------------------1----+--+----+---·-·-· Carlsbad Golf Practice Fac111ty t----------··--·······-··--·-~------'-~--~'"'""'•-+-----+----+---1 .U.P. f 92-4 DATE INITIA ENGH-IEEA OF WOA REVISION DESCRIPTION OWN BY: SML PROJECT NO. DRAWING NO. OATe INITIA DATE INITIA □ SML OTHE_A_;,._PP_AO_V_AL-i:-..::;.C:_:c!T,.::;.Y_A,._PP.:::,R_::,OV.:...:A::.crl j_',~2..!.~.!!'~g~B'-'-~-"': ==,.. CUP 92-04(A) HOP 93.15 3 3 3-5 L PLANTING PLAN-SOUTHEAST QUAD. 92-201 I STREET SURFACE -~~ . ' POTAEt.E MAINLINE (SEE IMPROVEMENT DRAWINGS)7 ii • 3.SFEET I 12· MINIMUM REOUIFiED VE.RT/CLE SEF'APATION::. .. ' I i (g ~--SLEEVE FiECLAIMEO WA7"ER iFRIGATION MAINLINE _J NOTE. ALL PECLAIM/EOWATER IRRIGATION PIP!;; ANO SLE!;!V!;!S SHALL 8E PURPLE ANO LA8ELEO AS S?ECIFIEO IN: ·'STANDARD $PEC:FICAT7CNS FOR P."IIVAT:c IRRIGATION SYSTEMS" "CARLS8AO RECi.AMAT;QN Fi'.JLES ANO REGULATIONS FCR CCNSTriUCT/ON CF RECLAIMED WATER MAINS" JUNE 1991 ~--------------· ...... L POTABLE MAINLINE CROSSING ··- ·---·· PVC SCH 80 NIPPLE, LENGTH AS REQUIRFD ... \ ' 8" SCH 80 PVC NIPP! 1. Ii ( MARLEX STREEl ELL f"VC TEE OR ELL LATERAL f"ITTING I POP-UP ROTOR RUii DING, FFNCF OR / OTHER STRUCTURE I ; · -· Fl~JISH GRADE. I .. -·r'J · / / POP-UP SPRAY s~'I<1NKLEF, ,-/ ,: -r> A -80 A Cl A I' T E R W / .-· / i1 BU88l EF, NCJ/'7I ,c, / // MOW STRIP I ii ()" JJAVf Mf NT I >11::::.,¥10,~P~ \ PVC SCH 80 NIPP!. F. LENGTH AS REQUIRED • ··. I i \ TWO (7) MAPI E. X / SfRlll [LLS I w / PVC LATERAL , l I I i'IPING \\ • ·. i!!ir \\\ . t'./,1~-- 8" SCH 80 PVC f-.JIPPI.[ · / \ -,r-) I ''v I I. ·---_) I \ / ,_ MARLt.X STREET ELL ··· ' .. PVC i"EE OR ELL LA I U<AL FITTING J POP-UP SPRINKLER -. .----SIDEWALK ~-METER BOX WIMETER CURB---, ·- ,. ,. ~1,_----,--++: 24 • --~.,... ---l ,·, APPROX a· , -l..~-'i-m.J ! :,-_,,J,,...,1,.1 : t. ~ 1~~~~·.:.;;:~?i}-'.·\J==j,,:.,,..==-===.(.'= I 7 I 1?MINIMUM ./ POTABLE SERVICE UNE----"'=--41 i _} ~-4 ro· MINIMUM TO POTABLE MAINLINE IN STn= .-/ ~ RECLAIMED WATERJRR!GATION MAINLINE WISLEEVE -- NOTE: VERTTCLE CLEARANCE OF rr MINIMUM IS MANDATORY 'M-IEN CROSSING PA TH OF A POTABLE WATER UNE. INSTALLATION OF RECLAIMED WATER IRRIGATO<I MAINLINE 24· FROM FACE OF SIDEWALK WTU PROVIDE THE NECE!;SARY 1 O' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN TH£, STREET. k-. _;_..:....;:.:...,__;__ _________________ ...,. K POTABLE SERVICE LINE CROSSING HLMOTE CONTROL VALVE - ANG! E CONrlGIJRATION 1 .. IN TUR, AREAS / [XPANSION COILS )" IN SHRUB BF [JS 1 , FINISH CRADE ' / / VALVL BOX W/ LOCKING COVER \ I I ~I ~ / ,,: y ,J I,.. . V / / p__,fl!j//////j!i · 1 I; WAT ERPRUuf CON NF CT OR Pill(, \ ' ' · ); / 0i SCH 80 PVC Sd COUPLING , I( ' _{f•~.1/,.~~ . / .\\ SCH 8. 0 f'VC CLOSE Nlf'f'LL ' ·'\irrf li M ll .. · I ·1 f-:I-_IT( · , LA,! ERAL PlrlNG w / Fvc SCH so NlrPLE . -~~.'S' ~.11..ui;:\7[_ .lj .. '· 12 OF UJVlR IO MAINL INt \l0 / .· \\ · · SCH 80 PVC UNION IJ.L, .; r:. ,, _ '. >· , . >. ~L .. SCH 80 PVC Ci.OSL NIPPLE I _J : 1 1 \; .· J\-VAi Vf. BOX [XTENSION 6, I. GRJA~Vfl .. '.·.,·1 .. 1MP \\ 1 • I ' lf t. r P[ A ~-CONCRETE fJRICK . Wll[S: 1 ALL WIRf :o fl[ INS. Al I Hl AS PEP I OCAL CODE 7. JAPE 1. HUNDL[ WIRF fVl.l<Y 20', EXCfl'I. [10 NOT TAPE Willi', fOG[TIIEll WITHIN SLUVING 3. PROVIDE [XPAN',ION COILS AT EACH WIIIE CONNLC !ION IN VM VE DOX [Wl1AI' AROUND I '7'. rlPE '5 IIMf \) 4. COMPAC I '.;011 AIUIIINIJ VAi V[ 1fox 111 '.;AMI Iii N'il Y A;; lIN[)IS T 1.11<81 II Ali,IACEfl l SOIL . . . '., CRIMP CON I IWI Wl'lFS & USl RAIN8IRO f'l -S5 SEAi. FR A~ll fU,IN[IIRO Sl ·-03 CONNEClCR. F REMOTE ANGLE VALVE Z ··· 90 Degree BRASS SIR[[l ELLS \ \ 90 Degree BRASS STRlll lLL MAINLINE PIPING SCH 80 l'VC MAINl INF HF OR ELI. FllllNG G 'QUICK COUPLING VALVE INl(RIOR OF SHED WALL INllRIOR WALL MOUN! CONTROi I. FR NOT [ PROVIDL 120v POWER 1N CONDUIT PER CODE TO CON TROLL lR PVC MALE ADAPTER TYP. ELECTRICAL CONDUIT -TYr. EL EC J-ROX SH(() FOUNl)A II0~ H CONTROLLER --·· \ \ \ \ l ) I' .J I _/ l_, ... JI r ' I ' NOTE SIZE ALL CONOUII '.O ACCEPT VALVE, MASTER VALVE MW RU.AY WIRING RC:O\JIRE[J FOR EACH CONTROLL[U SET OF VALVES ........... f ELEC MOllNIINC BOX WIIH MOUNTING BOARD -MOUNT RELAYS WITHIN BOX SIZUJ 10 ACCFPT ALL PROPOSED AND ruIuRE REIAYS CONDUIT THROUGH WALL WA TERPROOf ELEC J-80X FINISH GRAD[ \\ ;· lLlCIRICAL SWFEP ELL \ \ I UF DIRECT BURIAL \ . f-I WIRING ····· ....... l_Jf· = LINDNER AND ASSOCIATES Landscape Archrtecture and Environmental Planning California Registered Landscape Architect No. 2818 P.O. Box 2502 / Vista, Calttomia 92055-2502 61 ~1724-0545 D Ii/A'/, UI ',lliAMR W/ .Ill VONI I Ml' II ".CII IN I Yl'ICAI fl)R BOTH 'ill1lS r,· 11111';'' 1,111111 I' 11111111 1'111 ',' I.HI. IIIIKI I 11 , / I i1I1! l11Jlli Hlll'.,S ll.l \i'!! 'II 1<111/ Ai,! MIii Y \ / fi' 111/1,'/ Nll'l'I I . I 4" 'llW( 'I''''! I \ 1 / 11 liRA UNION \ . , "' . f J t I / / .-, ~• .}u1 ·\)•\1 · 11'·~· VJ 111/11 ~11'1'11 IINCIII Ii I ( I 11J1 I .L Rt A; Ill ()IIHI II ·=, -r 1 1 · _J -., , 1'1.11 l11,:1s, 1.0111 clLJ _Jr ·:: .,, . 1 ,~1'11 cI,A1II -, .,. r;,llif I ,·,rn 111 I·vc : ·-,:' ' / ~All! Ill ',Y\113/ r-7 I ' ... -~··: l / I r·" ·. '"·•·j ' ., , .. , i..V •· ' 1······"· ... , •. , ""'L,J 1 r LJ · I, .. ,, • '1 '" -, ... ~ ·· COMl'ACll II l!AIKI 111 .,~=:J~[r(_~ ·----· ·---· -··---·-------1---',C --I:=11 I . \ I \ \ \. ----------.. / \ \ \ \ .h'fllll'x I7"W'IJI / \ \ \ i'l!llhl II IN I'/<!] IJJWlll II / \ \ \ / \ \ \ 11·11 /•Ill Ii lilWi'i 111 IYl'II ,\I./ \ \ ',1 II:·:" l'VI MAI I All,\I'II II ',1.11 K IIAIIII C::1'I'II1 M,\II AIIAl'll I1 ,I II r. l·ARIJ (111'1'1 Ii l'll'lli:: I w~ '.,1!1'1'1 Y I INI WJ II', I (IIIAII IS fill .\/1.'' Ill/' 11/CKll(JW l'llf'lllillll', IINIY / IN',I1.I1 IINII /,', Ill IAIIIIII All 1IVI ANII 1'11! IOI.A COiii /WA I' R l'URVI Ylll!--.'.w r:11 CA I ION ·11 RII Y .----~-·~·· -····--....~.~·----·~1 & l'HIOR Iii IN',lll!l,I111~ INSTALL PER C.M.W.O. STD. DWG. #W-20 I '---. ' .\ MAKI Nil IIWICAllIIN IIINIIICIIIIN', lll.lWIIN Ill l'IIINI '-·"""-t __ ~·~--~~ .. -.J Ill l'.INNICll(!fl MU Iii IIAKI 0'~ llfl[V!Nllll i i' AINI IJAC,I I IJW l'l<I VI 11 I 111 ft', Ill ',Cl!llll ll IN I II '.,l'ICII llA I ION', R.P. BACKFLOW PREVENTER VAL VE BOX ANO LID ·-· · · ····· W / l OCKING COV[P ··· ·····REMOTE CONTROL VALVE A N01ES SEE IRRIGATION srECIF ICA ]IONS r···FUR BACKFILL AND COMPACTION / REOUIREMEN1 S 1. rROVIDF ? OF CLEAN BACKflLL (ROCK fRE[) BACKFILL UNDEF? ALL PIPltlG 2. NO OHIU, IRADES (ELEC., LIGHTING, ETC.) ALI.OWf.D 10 USE SAME TRHKH AS IRRIGA IION PIPING 3 f'ROVIDF. 20" MIN COVER FOR DIRECT BURIAL WIR[ IF NOT LOCA fED BELOW MAINLINE. 5:, 4. PROVIDE PVC SCH 40 SLU. YING 'OR All WIRING AN. PIPING rv---v·,,--, UNDf"f{pi:(DESTRIAN PAVING/SCH 80 UNDER Vi=HICLE PAVING <l\5 NO~~(VFRliCAU Y) (Jf PIPLS IN Jill ,;,\Ml llllNCll~~._.,---.--- 6. MAINLINE rIPING LESS THAN 3" DIA MAY RECFIVE 18" '.)f COVER. TRENCHING (&, INSTALL PER S.D.R.D. #W··17) '-A.-..v..._/ PL AN VIEW ,,.,...,~->-" . ' . _,....v . r ·--- ONE (1) CUBIC rT L---or CONCRF 1 F MIN. l' , r--MAINI_INt FIT! ING I... ~-AT CHANGE OF DIRFCTIIIN / >(~ jRENCHBAC:KFILLIJAT[RIAL '\ I ;~~d,dLE SP CIFICATIONS ,.. , W I \ CONTROi /CCMMON WIRE WllH WAT[RPROOF CUNNECIORS --· \ 4" SCH 50 PVC NT'Pi F ,, ··. ,.,. {S/a,:• .. :Lr'"~•, \ MAINLINE f'lf'INC OVf R .I· SCH 80 PVC MAI.[ ADAPTfR \ SCH 00 l'VC UNION " B INST Al.I. THRUST Bl. OCK OVFR FITTING. DO NOT COVER GLUE JOINTS ENLARGE WIDTH OF TRENCH ONE ll) INCH AT Tf-'RUSl BLOCK THRUST BLOCKING BRASS BALL VALVE 1·· -·····---- \ CURB OR PAVEMENT \ ,, . .. ·-4" SCH 80 PVC NIPPLE \ •JAVLe: Pl! WITH \ \ \ SCH 80 PV( UNION \LUCKING COVER \ \ \ ... · · SCH 80 Cl CJSF Nlf'PLE \\ I 6" I\\\ \ \1-SCH~OFEMAI_FAIJAf'IER ' . : -;-·.· .... · .... 1.· . .,\_. J -·· 1,( '!~NISIH GRADE \~,·-"' r CX) 6' lltU' Pt.A GRAVFI SUMP l A lfRAl PIPING -use I W0(2) 45 DEGREE FIIIINCS 10 RAISE PIPING ro 12" OEPTfl ,;;i/J =\ti 1 .. , ¾ ' . , \:,;t~' .. J b I ... -· mnt 3CH 80 PVC -JI_ d O U--------/_J•~t,rJ:, MAINI, IN[ MALE AOAPTER 11) / ;111.---L~-i--, .. ~· _~-~ ....... : _.,..,~.....,, .-6 .. -,-: ~[)E,JE:Pl CONCRETf 8RICK TYPICAL PRESSURE MAINl!NF -I~' DEEP NOlES: I ALL WIRING 10 8l INS I ALIED rm LOCAL CODE \ 3/4" CRUSHED FWCK 2 l APE ANO BUNDLE WIRr FVERY 20 FEET. DO NO! / \ --··-----CONCRETE BRICK TYPICAL TAPE WIRFS TOGEIHER IN SLUVES .1. PROVIDE lXPANSION COILS A I rACH WIRF. / I ··-··-VALVE BOX EXTENSION NOTES CONNECTION IN VAi V[ BOX (WRAP AROUN:: A 1/2" PIPE l 5 TIMES). T USf TEFLON TAPE ON ALL THREADED CONNEC I IONS 4 COMPACT SOIL AROIINO VAi Vt Bl!< TO SAMf DENSITY AS IINDIS lURm !) ADJACENT Sell 5 C~IMP CONTROL/COMMUN WIRES ANO USf APPROVED WA TFR · 2 VALVE PIT W/ EXTENSION MAY Bf. USED IF ADEOUATEL Y SIZED TO ALLOW EASY ACCESS 10 ALL COMPONlNIS. PROO' CONNECTORS. SllnMll SAMPLE FOR APPROVAL PRIOR TO \JS:. . 6. HCH CONTROi WIRF A I EACH VAi.VE ~ 0 CONTROLLER SHALi. BE lllfNTYFIED WIT" A P[R~ANtNIL r ATTATCIIED C. BALL VALVE LABEL INDICATING VAL YE NUMBER AND CON !HOLLER. E REMOTE GLOBE VALVE APPROVED DATE APPROVED F,OR PLANTING AND IRRIGATION ONLY, INCLUDINC; PRECISE LOCA'I'ION OF' F'LANTING AREAS. ------0 •• --,.·--,----------------------t-------t----,---...---I REVIEVED BY: INSPECTOR I----+------!---.. ·-------------+----t--------.-------,.------,, -·----"~··· -----~ ~----------------------i-----+-----t------t--~ ···= --~ -------------------t----t-----+----+-----1 CARLSBAD GOLF PRACTICE FACILITY C.U.P. 192-4 l----+--------1-----~-~---------------t----t-----+----+-----I 1----+----... ·------------------+----+-----t------t--- 1----+--------1--------·-, .. ,•--... -------+----+---+-----+-----I DA TE INITIAL OAlt INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPR□VAt CITY APPROVAL DATE IRRIGATION DETAILS 92-201 5" PERFORATED DRAIN f"IPE WITH CAP .. // I " I ,-T DIA X /l PRES TR[AIED LODGEPOL[S S[J ROOIBALL 'l' Ji( ABOVF ADJACENT FINISH GRADE MULCII AS SPECIFIED 1/2" I AfERAL W/ ADJ / BU88l[R ON RISrn / l' HlvH [ARTIIEtl B[RM (PrMOVf. ArTER SHRUB IS INS!All[D W/IN DRAIN 1' / ESTABIISHfD) l'IP[ • \ ·'< r ? pf ~::.c--ff·. ,) I INISH GRADE t'"\~ ' -.. ---;-/ I . .. I • c--· ·• • . \"• ~ L.~ ~~ 1 • /Ji\\ I_ ··~ --:._;: ~\=j UA~Kflll AS SPEClfllD 3/8" CRUSH[l) GRAVEL .. 111 l FIPl I 0 GUBBLI R l [VEL l.' '-t ► ' ·_r · . \ 1 , •. ,·,_. ~ PLANTING l A8lETS .. '/, } \;1,11(' -. ASSP[Clfl[D ~ . ' .. • ' I \ .. ,', . oCARII y SIDES or f i I PIAN! PIT I)--. WIDTH AS SPICIFl[D OR 2x ROO fBAI l WID'II. MINIMUM NOTE: INST ALL BUBBLER ASSEll,4BL Y ONLY WHEN TREES OCCUR IN TURF. A TREE PLANTING Sr I ROO !flAIL 1 /2' · 1' PLANTING LEGEND §:"l'.MBOL BOTANICAUCOMMON NAME ,~ QUANTITY SIZE . --. . ~-f r'' "'l -'v-.,_ _,.~-.._,.-.,,. /;\,--.-v~y-./··, ( • l(~-~~R~S o~'oBA~A/biooAR ~EDAR ~ 5,-"\--,,-,-,-15 GAL._\ ,.,,----~r-· ( ~ ~ ~ ··-}l 5G' ' ~.---'------'-c~ ~ r V<' ~ (. 15 GAL INDICATOR'."-.. .--■ BRACHYCHITON POPULNEUS,,BOTTLE TREE '--,-_ 11 /5 ---::: 24' B0)1/I5 GAL WHERE 1 \ / ~ & ) INDICATED ·"\• ....... /~· ..... /,__,._,_J .• ) MELALEUCA QUINQUINERVINCAJEPUTTREE ~=--' 24" BOX-.... . ./"'-""\...../'-. SALIX GOODDINGII/BLACK WILLOW 148 1 GAL. 0 SALIX LASIOLEPIS/ARROYO WILLOW 283 1 GAL. SHRUBS 0 BACCHARIS GLUTINOSNMULEFAT 61 1 GAL. 0 ELEAGNUS PUNGENS/SILVERBERRY 34 5GAL. © MYRSJNE AFRICANNAFRICAN BOXWOOD @ 5 GAL. @) RAPHIOLEPJS INDICA 'BALLERINA'/ f?J DWF. !NOIA HAWTHORN 1 GAL. @ NERl"t1 P.!fANOER 'PETITE PINK'/DWARF .v 5 GAL. L· ND£R 0 JUNCUS ACUTUS/SPINY RUSH 191 4" POT MIN 0 PHORMIUM TENAX 'MAORI QUEEN'/NEW ZEALAND FLAX ) 6 1 GAL @ SCIRPUS AMERICANUS/BULRUSH 142 4" POT MIN. GROUND COVERS [f'.}----MYOPORUM PARYIFOLIUM 'PUTAH CREEK'/NCN 2' ON CENTER FLATS mi--SHREDDED LANDSCAPE CHIPPINGS FROM ON-SITE DEMOLITION -3" DEEP MINIMUM THROUGHOUT [[] •·• ·-ECOMULCH LANDSCAPE CHIPPINGS HYDROSEED/HYDROSTOLON MIXES IB--TURF: BERMUDA 328/HYBRID BERMUDA II]--CHANNEL BANKS: BROMUS CARINATUS/CALIFORNIA BROME STIPA PULCHRNPURPLE NEEDLEGRASS TOTAL @----MITIGATION AREAS: RATE PURITY/GERMINATION 7 BUSHELS/1000 SO.FT. 20 LBS/ACRE 95160 8 LBS/ACRE 70/60 26 LBS/ACRE A GOV[ ADJACENT f"INISH GRADE EL YMUS CONDENSTATUS/GIANT RYE ARTEMISIA DOUGLASIANNMUGWORT SCIRPUS AMERICANUS/BULRUSH JUNCUS I\CUTUS/SPINY RUSH AMBROSIA PSILOSTCHYA 6 LBS/ACRE 10/50 2 LBS/ACRE 70/60 5 LBS/ACRE 98/60 5 LBS/ACRE 90/40 B SHRUB PLANTING MULCH AS SPECIFIED VAR. CAUFORNICAJWESTERN RAGWEED TOTAL 2 LBS/ACRE 85/25 20 LBS/ACRE 1 [l]--cHANNEL BOTTOM: TYPHA LATIFOUNCATTAIL 3 LBS/ACRE 60/50 SCIRPUS AM ERICANUS/BULRUSH 7 LBS/ ACRE 96/60 -· /-.\ _ TOTAL 10 LBS/ACRE ..,/ -~ . '-'-..-.-,-.c"~',._ -(" [HJ--··--TURFED SLOPES IN EXCESS OF 4:1 ~-~ 4 / SLOPE SAVER 2 SEED MIX 8 LBS PER l000 SQ.FT. /,, AVAILABLE THROUGH AGRONO-TEC SEED Z- ill (909)674-0638 ) ~ rn~ SEEDED GROUND COVER AT T,URF BLOCK _/ \ . ACHILLEA MILLEFOLIUM/ 1 lB5/ACR1/ -~ WHITE YARROW -~..____ '----·~----/"-/~___,,.._./'-..____~-_;-- APPROVED FOR PLAN1'ING AND IRRIGATION ONLY, INCI,UDING PRECISE LOCATION OF PLAN'TING Al~EAS. TITLE________ DAT[ APPROVED REVIE.1,iED BY, DATE !NSrECT □R DA'E :==.'=------=:_-----=-~-.. -. . -..... ~--,.·--·-_-.. ---+----+------+----+--·-c::J ,___----1----+--•---------------•o-m ~•~•--+---f--,---+------1 CITY OF PLANNING CARLSBAD m DEPARTMENT 14 1----4-----+-----------, w-,co------+---+---+----+------1 1----+-----t-• -------------·--+-------11----+----+--------t CARLSBAD GOLF PRACTICE FACILITY C.U.P. 192-4 -I----+---+--------------------------+----1----1---------i"~~~:c=:,;a:;:~7'-==,;;j========c::==::::_:c·:c--· l----+----+--·-~--·---··------------t------ic------1-----+--- t----+----+-----···· -·----·-~-------------t----+---1··"---~~,·-·· :::~SOl~~IRECTOR ~ LINDNER AND Assoc1ATES •----+--t-------· ·--------------1----+--•---· ··----·-~ -_-_··_· omi w;,~-sMc .. _J PROJECT ND ][oRAwiNc Ne. Landscape Architecture and Environmental Planning ,-~D-AIT-+-IN~ITI-A-L-+----· ... •···-------------t-OA_T_E--+-,N-,TI-A-L--+--~OA_IT_ INlllA, CHKD BY: SML Calttornia Registered Landscape Archttect No. 2818 ENGINEER OF WORK REVISION DESCRIP l!ON -□--T-HE---R-A~P~PR-□-V-AL-+--~------t RV\,ID ·sy, .. . . CUP 92-04(A) HDP .. 9 ... 3 .. -... 1 .. s... .. 333-SL P.O. Box 2502 / Vista, Calttornia 92085-2502 CIT'f APPROVA, . 619\724--0545 PLANTING DETAILS & LEGEND 92.,201 IRRIGATION CONSTRUCTIO~ SCOPE OF WORK THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF FURNISHING OF ALL LABOR TOOLS MATERIALS, PERMITS, APPLIANCES, TAXES AND ALL OTHER COSTS NECESSARY FOR THE COMPL~E ' INSTALLATION OF A SPRINKLER ~YSTEM IN AN ACCEPTABLE CONDITION AS HEREIN SPECIFIED AND SHOWN ON THE ACCOMPANYING DRAWINGS.' NOTE THAI THESE SPECIFICATIONS ARE SUPERCEDED BY C.M.W.D~ ~-SPECIFICATIONS WHICH TAKE PRECEDENCE OVER THESE SPECIFICATIONS1c,I ~_J MATERIALS =-• .J 1. PIPING (RECLAIMED WATER PIPING -PURPLE PIPE!: A. B. MATERIALS SHALL MEET THE REQUIREMENTS SET FORTH IN ASTM D17B4, TYPE 1, GRADE 1, PVC-1120 CELL CLASS 12454-B. OUTSIDE DIAMETER SHALL BE THE SAME SIZE AS IRON PIPE SIZES. C. PIPE SHALL BE MARKED AT INTERVALS NOT TO EXCEED FIVE FEET WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME: ALERTLINE; CAUTION RECLAIMED WATER(REPEATED EVERY TWO FEET); PIPE SIZE; PVC TYPE AND GRADE (E.G. PVC 1120); SDR RATING CLASS, NSF APPROVED AND COMMERCIAL STANDARD DESIGNATION CS-256-83. D. SOLVENT SHALL BE AS RECOMMENDED BY THE MANUFACTURERS OF PIPE AND FITTINGS AND NSF APPROVED. NO SOLVENT FROM CONTAINERS WHICH HAVE BEEN LEFT OPENED OVERNIGHT OR ANY CONTAMINATED SOLVENTS SHALL BE USED. NO THINNERS SHALL BE USED. NO "BLUE" (COMBINED PRIMER AND SOLVENT" SHALL BE USED. E. ONLY SCHEDULE 80 PIPE MAY BE THREADED. 2. MAIN LINE SHALL BE EXTRUDED FROM 100% VIRGIN POLYVINYL CHLORIDE (PVC) WITH INTEGRAL PURPLE COLOR. SIZE AND TYPE AS NOTED ON THE PLANS. IF NOT NOTED SIZE SHALL BE ONE SIZE LARGER THAN LARGEST VALVE SIZE USED. 3. LATERAL LINES SHALL BE EXTRUDED FROM 100% VIRGIN POLYVINYL CHLORIDE (PVC) WITH INTEGRAL PURPLE COLOR. SIZE AND TYPE AS NOTED ON THE PLANS. 4. PVC FITTINGS SHALL BE PVC-I PS SCHEDULE 80 NSF APPROVED. A. WHEN CONNECTION IS PLASTIC TO METAL, PVC THREADED MALE ADAPTERS SHALL BE USED TO CONNECT TO METAL FEMALE THREADED FITTINGS. 8, WHEN INSTALLING THREADED FITTINGS, ASSEMBLE FINGER TIGHT, THEN TIGHTEN WITH A STRAP WRENCH NO MORE THAN TWO ADDITIONAL TURNS. 5. BACKFLOW_PREVENTERS SHALL BE OF THE MANUFACTURER, TYPE, ANO MODEL SPECIFIED ON THE DRAWINGS ANO SHALL BE INSTALLED IN PARALLEL AS SHOWN ON THE DRAWINGS AND AS ASSEMBLED IN THE IRRIGATION DETAILS. 8. VALVES SHALL BE OF THE MANUFACTURER, TYPE AND MODEL SPECIFIED ON THE DRAWINGS AND SHALL BE INSTALLED AS SHOWN IN THE IRRIGATION DETAILS. 7, QCV CONTROL KEYS -SHALL BE OF THE TYPE INDICATED ON THE DRAWINGS WITH PURPLE RECLAIMED WATER RUBBER COVERS. PROVIDE MATCHING 1 KEY WITH MATCHING HOSE SWIVEL ELL FOR EVERY 5 QUICK COUPLER VALVES INSTALLED. 8. CONTROLLERS AND WIRING SHALL BE OF THE SAME MANUFACTURER, TYPE ANO MODEL SPECIFIED ON THE DRAWINGS AND SHALL BE INSTALLED AS SHOWN IN THE IRRIGATION DETAILS. WIRING SHAL I BE 12 GA. UL LISTED FOR DIRECT BURIAL 9, SPRINKLER HEADS SHALL BE OF THE MANUFACTURER, TYPE AND MODEL SPECIFIED ON THE DRAWINGS WITH PURPLE RECLAIMED WATER COVERS AND SHALL BE INSTALLED AS SHOWN IN THE IRRIGATION DETAILS. A. ALL RISER ASSEMBLIES ANO CONNECTIONS TO SPRINKLER HEADS SHALL BE AS SHOWN IN THE IRRIGATION DETAILS. B. THE IRRIGATION PLAN IS SCHEMATIC. ALL SPRINKLER HEADS, PIPES AND FITTINGS SHALL BE INSTALLED IN PLANTED AREAS. 10. BOOSTER PUMP SHALL BE OF THE TYPE INDICATED ON THE DRAWINGS, COMPLETE WITH ENCLOSURE, SKID MOUNTS, ELECTRICAL CONNECTIONS. THE PUMP SHALL BE CAPABLE OF BOOSTING THE INCOMING STATIC PRESSURE AN ADDITIONAL 50 PSI. 11. THRUST BLOCKS SHALL BE A MINIMUM OF ONE(1) CUBIC FOOT OF 2000 PSI CONCRETE. 12. YALVE PITS AND BOXES SHALL BE MANUFACTURED BY AMETEK OR EQUAL PIT ANO BOX LIDS SHALL BE UV-RESISTENT, PURPLE COLORED AND HAVE THE RECLAIMED WATER WARNINGS WRITTEN IN ENGLISH, SPANISH AND INTERNATIONAL SIGNAGE. INSTALLATION 1. POINTS OF CONNECTION. THE CONTRACTOR SHALL VERIFY ANO BE FAMILIAR WITH THE LOCATION, SIZE, ANO DETAIL OF ALL POINTS OF CONNECTION PROVIDED AS SOURCES OF WATER SUPPLY TO THE IRRIGATION SYSTEM. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATIONS SHOWN ON THE DRAWINGS AND THE CONTRACTOR IS RESPONSIBLE FOR CHANGES DUE TO ACTUAL SITE CONDITIONS. 2. 3, TRENCHING. DIG TRENCHES STRAIGHT WITH BOTTOM ON UNIFORM GRADE ANO PROVIDING FOR A MINIMUM COVER OF 24 INCHES OF SOIL FOR 4" PRESSURE LINES ANO 12 INCHES OF SOIL FOR LATERAL NON-PRESSURE LINES. THRUST BLOCKS, INSTALL THRUST BLOCKS ALONG THE MAINLINE AT ALL CHANGES IN DIRECTION OF HIE PIPING. INSTALL THE BLOCKING SUCH THAT THE BLOCK IS IN DIRECT CONTACT WITH THE FITTING, BUT DOES NOT COVER THE GLUED JOINT. IN NO CASE SHALL THE THRUST BLOCK INCASE THE FITTING 4. BACKFILL BACKFILL AND COMPACT TRENCHES TO A DRY DENSITY COMPACTION EQUAL TO ADJACENT UNDISTURBED SOIL AND CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. BACKFJLL SHALL BE FREE OF STONES 1 INCH OR LARGER ANO OTHER FORJ;;IGN MAIERIALS OR DEBRlf. THE BACKFILL MATERIAL ADJACENT TO, ANO 2 INCHES ABOVE THE PIPE SHALL BE FREE OF ALL ROCKS ANO DEBRIS. 5. SLEEVING/SAND BACKFILL. SLEEVES UNDER ROADWAYS SHALL BE SCH 60 PVC. SLEEVING OCCURING UNDER PAVED AREAS SHALL HAVE THE FOLLOWING MINIMUM COVERAGES; 6. 7. a. UNDER 6" SLEEVE; 36" OF BACKFILL MATERIAL COVERAGE OVER 8" SLEEVE: 48" OF 8ACKFILL MATERIAL COVERAGE BACKFILL AND COMPACT ALL TRENCHES UNDER ROADS OR PAVED AREAS WITH SANO. COMPACT TO DENSITY REQUIRED BY SITE SOILS ENGINEER OR 90% MINIMUM. WIRE SHALL OCCUR IN SEPERATE SLEEVES. SUBSIDENCE. CONTRACTOR SHALL CORRECT SUBSIDENCE, OR SETTLING OF TRENCHES, AT HIS COST, UPON BEING NOTIFIED BY OWNER, FOR UP TO 1 YEAR FROM DATE OF ACCEPTANCE OF PROJECT BY OWNER. BACKFLOW PREVENTER$. INSTALL THE BACKFLOW PREVENTERS IN PARALLEL AS INDICATED ON THE DRAWINGS. AFTER INSTALLATION, APPLY ONE(!) PRIMER COAT ANO TW0(2) FJNISH COATS OF A .--~·-, SUITABLE PAINT THE THE BACKFLOW PREVENTERS. FINISH COLOR SHALL (!•'i"A C.M.W.D. APPROVED (--, PURPLE COLOR. CONFIRM COLOR WITH THE WATER DISTRICT.)-\~-~------..,..,.-.-~--~-· ' OOSTER PUMP. INSTALL AT THE LOCATION INDICATED ON A 4" THICK CONCRETE PAD AT LEAST 6' WIDER IN ALL DIRECTIONS THAN THE ENCLOUSE SIZE PROVIDE ANO INSTALL RED BRASS PIPING FROM MAINLINE TO INLET ANO OUTLET ON PIPE. REDUCE PIPE SIZE AT IMMEDIATELY PRIOR TO INLET AND OUTLETS. RECORD Q[l,e,Wl!'!_GS THE CONTRACTOR SHALL KEEP AN UP TO DATE SET OF RECORD DRAWINGS ON SITE AT ALL TIMES. THIS DRAWING SHALL ACCURATELY DELINEATE THE LOCATION OF ALL PRESSURE LINES, VALVES, BACKFLOW PREVENTERS, CONTROLLERS, P.O.C.'S, MOISTURE SENSORS ETC. (NON-PRESSURE LINES AND HEADS NEED NOT BE SHOWN). THE LOCATION OF ALL ITEMS SHALL BE MEASURED FROM FIXED POINTS (I.E. BUILDINGS, PAVING ETC.) AT TWO POINTS AND SHALL BE ACCURATE WITHIN ONE FOOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE "RECORD DRAWING" FOR THE LIFE OF THE SYSTEM SEE "ADDITIONAL AS BUILT" REQUIREMENTS BELOW; . FLUSHING OF SYSTEM 1. AFTER COMPLETION OF MAINLINE INSTALLATION AND PRIOR TO PRESSURE TESTING, THOROUGHLY FLUSH AND BLEED THE ENTIRE SYSTEM TO REMOVE ALL SOIL, DEBRIS AND AIR FROM SYSTEM. SYSTEM SHALL BE FILLED WITH WATER 24 HOURS PRIOR TO START OF PRESSURE TESTING. 2. AFTER ALL LATERAL PIPING AND RISERS ARE IN PLACE AND CONNECTED AND ALL NECESSARY WORK COMPLETED, AND PRIOR TO THE INSTALLATION OF SPRINKLER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, RISERS SHALL BE CAPPED OFF ANO THE SYSTEM PRESSURE TESTED. lft'DflQS_TATI.C_J~STI.NQ 1. NO TESTING SHALL TAKE PLACE, NOR ANY WATER ALLOWED INTO THE SYSTEM BEFORE THE SOLVENT MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED. 2. 3, 4. 5. 6. 7. TEST ALL PRESSURE LINES UNDER A HYDROSTATIC PRESSURE OF 150 POUND PEA SQUARE INCH AND TEST ALL NON-PRESSURE LINES UNDER EXISTING STATIC PRESSURE FOR A PERIOD OF NOT LESS THAN 4 HOURS TO PROVE BOTH ARE WATER TIGHT. IF LEAKS DEVELOP, REPAIR OR REPLACE LEAKING PORTIONS AND REPEAT TEST UNTIL ENTIRE SYSTEM IS PROVEN WATER TIGHT. THE ABOVE TESTING SHALL BE COMPLEH:O ANO APPROVED PRIOR TO PLANTING OF ANY PLANTS EXCEPT SPECIMEN TREES. TESTING OF THE SYSTEM SHALL BE PERFORMED AFTER COMPLETION OF EACH SECTION AND/OR UPON COMPLETION OF THE ENTIRE INSTALLATION. REPAIRS NEEDED FOR THE SYSTEM TO BE FULLY OPERATIONAL SHALL BE MADE AT THE CONTRACTOR'S EXPENSE PRIOR TO ACCEPTANCE AND FINAL PAYMENT BY THE OWNER. DURING T!;STING AI..L COUPLINGS ANO FITTINGS SHALL BE EXPOSED. CENTERLOAD PIPE WITH SUFFICIENT SOIL TO PREVENT MOVEMENT OR ARCHING UNDER PRESSURE. IF THE SYSTEM IS NOT READY FOR TESTING OR FAILS THE TEST, AND THE LANDSCAPE ARCHITECT IS REQUIRED TO MAKE ADDITIONAL SITE VISITS TO VERIFY TEST RESULTS, THE CONTRACTOR WILL BE BILLED AT THE LANDSCAPE ARCHITECT'S CURRENT RATE FOR ADDITIONAL INSPECTIONS, INCLUDING TRAVEL TIME AND TRAVEL COSTS. COVERAGE AND TEST ADJUSTMENT 1. 2. 3. 4. 5. ADJUST ALL VALVES FOR PROPER FLOW ANO/OR PRESSURE (IF EQUIPPED WITH PRESSURE REGULATING MODULE). TEST FOR SPECIFIED DYNAMIC PRESSURE AT SPRINKLER/ROTOR HEAD DURING OPERATION. LAST/FURTHEST HEAD IN EACH SYSTEM SHALL BE OPERATING AT THE DYNAMIC PRESSURE INDICATED IN THE IRRIGATION LEGEND. ADJUST ALL SPRINKLER HEADS FOR PROPER ALIGNMENT, COVERAGE, AND HEIGHT AVOID OVERSPRAY ONTO WALKS, WALLS OR ANY ADJACENT STRUCTURE SELECT THE BEST DEGREE OF ARC TO FIT THE ACTUAL SITE CONDITIONS. ALL NECESSARY ADJUSTMENTS SHALL BE MADE TO THE IRRIGATION SYSTEM PRIOR TO FINALIZING THE PROJECT. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVl;RAGE TEST IN THE PRESENCE OF THE OWNER, OR HIS AUTHORIZED REPRESENTATIVE, TO DETERMINE IF THE COVERAGE IS COMPLETE ANO ADEQUATE. BACKFLOW PREVENTER TESTING THE CONTRACTOR, AT HIS EXPENSE, SHALL HIRE A CERTIFIED BACKFLOW PREVENTER TESTING TECHNICIAN TO THE CERTIFY, IN WRITING THAT HIE BACKFLOW PREVENTER IS OPERATING PROPERLY. PROVIDE THE RESULTS OF THIS TEST TO THE OWN!cR. THIS TEST IS NOT REQUIRED IF THE BACKFLOW PREVENTERS BEING UTILIZED ARE OF THE ATMOSPHERIC VACUUM BREAKER TYPE. GUARANTEE THE CONTRACTOR SHALL GUARANTEE THE SPRINKLER SYSTEM AGAINST ALL DEFECTS AND MALFUNCTIONS OF WORKMANSHIP AND MATERIALS, INCLUDING SETTLING OF BACKFILLED AREAS, FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF WORK BY THE OWNER. SHOULD ANY OPERATIONAL DIFFICULTIES IN CONNECTION WITH THE IRRIGATION SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD DUE TO INFERIOR WORKMANSHIP AND/OR MATERIAL, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, INCLUDING ANY ANO ALL OTHER DAMAGE CAUSED BY SAID DEFECTS. THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRACTOR OF HIS GUARANTEE OBLIGATIONS. MAINTENANCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND ADEQUATE PROTECTION OF THE LANDSCAPE AREAS DURING CONSTRUCTION AND THE MAINTENANCE PERIOD. DAMAGE TO ANY UTILITIES, WATER LINES, OR ANY PORTION OF THE IRRIGATION SYSTEM SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. THE MAINTENANCE PERIOD FOR THE IRRIGATION SYSTEM SHALL BE THE SAME AS AND RUN CONCURRENTLY WITH THE PLANTING MAINTENANCE PERIOD. FINAL ACCEPTANCE AT THE COMPLETION OF THE MAINTENANCE PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS. THE IRRIGATION SYSTEM SHALL BE FULLY FUNCTIONING AND ADJUSTED FOR PROPER OPERATION AND COVERAGE. ALL REQUIRED KEYS. SPARE PARTS, OPERATING INSTRUCTIONS, WARRANTIES, CONTROLLER CHARTS, AND "RECORD DRAWINGS" ARE TO BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE. POST ACCEPTANCE MAINTENANCE RECOMMENDATIONS FOR THE OWNER ·····••,•-, ~ 1. CONDUCT PERIODIC INSPECTION, MAINTENANCE, CLEANING, ADJUSTMENT ANO REPLACEMENT OF COMPONENTS AS REQUIRED BY THE MANUFACTURER'S AND/OR SITE OPERATING CONDITIONS. i. PROVIDE AND KEEP RECORDS OF ANNUAL TESTING OF BACKFLOW PREVENTERS. 3. PROVIDE AT A MINIMUM, ANNUAL TESTING ANO ADJUSTMENT OF ALL VALVES, CONTROLLERS, FILTERS AND OTHER MAJOR COMPONENTS. MORE FREQUENT CHECKS AND ADJUSTMENTS MAY BE REQUIRED BY SPECIFIC SITE REQUIREMENTS OF CONDITIONS. 4. SHOULD THE SYSTEM COMPONENTS REQUIRE REPLACING, THE SAME MAKE ANO MODEL AS THE ORIGINAL EQUIPMENT SHALL BE UTILIZED, UNLESS COMPONENTS ARE NO LONGER AVAILABLE, IN WHICH CASE CONTACT THE LANDSCAPE ARCHITECT FOR A SUITABLE SUBSTITUTION. f""-· '",_ t_ "ADDI l lONAL AS-BUii T REcQUIREMENTS" r1, .. \ AS-BUILT SUBMITTAL REQUIREMENTS; THE CITY OF CARLSBAD WILL REQUIRE THE CONTRACTOR TO SUBMIT THE AS-BUILT PRINTS TO THE CITY LANDSCAPE INSPECTOR FOR APPROVAL. UPON APPROVAL THE CONTRACTOR SHALL THEN SUBMIT THE AS- BUILT PRINTS TO LINDNER AND ASSOCIATES FOR TRANSFERAL OF THE AS-BUILT OATA TO THE CITY MYLARS. LINDNER AND ASSOCIATES WILL SUBMIT THE MYLARS TO THE CITY FOR APPROVAL. UPON APPROVAL, THE APPLICANT SHALL ARRANGE FOR A BONDED, CITY APPROVED PRINTER TO PICKUP THE MYLARS AND PREPARE THE FOLLOWING "PRINT PACKAGE": . 1. ONE SET OF PHOTO MYLARS OF IRRIGATION SHEETS. 2. THREE SETS OF BLUELINES OF THE IRRIGATION SHEETS. J. ONE SET OF BLUELINES OF ALL SHEETS. -- ~DSCAP~ :f: ,+.Ul,j(),y~ c:,;.f ~':'.'> I ~~~ ' ! ~ _/ j •. *~ ~ "~· .· "'~ .9(fr,~-~ LINDNER AND ASSOCIATES Landscape Archrtecture and Environmental Planning California Registered Landscape Architect No. 287 8 P.O. Box 2502 / Vista, California 92085,2502 (619)724-0545 SHEET L-10 DETAIL IRRIGATION LEGEND SYMBOL MANUFACTj.JRER, MODEL NUMBER & DESCRIPTION NELSON 8500-ADV-62 NOZ. POP-UP ROTOR 0 NELSON 5500-AOV-53 NOZ. POP-UP ROTOR RADIUS 45' 2B' 21' CD _j _____ c.!) NELSON 5512-ADV-51 NOZ. HI POP-UP ROTOR NELSON 5512-AOV-53 NOZ. HI POP-UP ROTOR PSI 50 50 50 50 4.7 1.8 .8 1.8 28" AF'l'ROVED ------ -·· J F E G C H H A A&B A&B A&B ··---... -· -·--- ... ··--·- . -·-·--· ,-• NOTE: THE PREVIOUS NELSON ROTORS SHALL ALL BE EQUIPPED WITH THE OPTIONAL PURPLE RU8BER COVER MODEL NUMBER 6090. ···--0, HARDIE 533-RW BUBBLER IN DRAIN PIPE -SEE TREE DETAIL 30 0 ~ 2' NOTE: THE FOLLOWING POP-UP SPRINll'.LERS SHALL BE 1804 (4-POP-UP) IN TURF AREAS AND 1808 (6" POP-UP) IN SHRUB AND GROUND COVER AREAS. IN ADDITION, ALL POP-UP SPRINKLERS SHALL BE INSTALLED WITH THE 1800 NP PURPLE COVER. V " Q V V y [Al []] [ill -···-C RAINBIRD 1800-SAM-l0Q POP-UP SPRINKLER 30 .39 10' RAINBIRD 1800-SAM-l0H POP-UP SPRINKLER 30 .79 10' RAINBIRD 1800-SAM-lOF POP-UP SPRINKLER 30 1.61 10' RAINBIRO 1600-SAM·12Q POP-UP SPRINKLER 30 .85 12' RAINBIRD 1600-SAM-12H POP-UP SPRINKLER 30 1.30 12' RAINBIRD 1600-SAM-12F POP-UP SPRINKLER 30 2.60 12' RAINBIRD 1800-SAM-12VAN POP-UP SPRINKLER 30 VARIES 12' RAINBIRD 1800-SAM-15Q POP-UP SPRINKLER 30 .93 15' RAINBIRO 1800-SAM·15H POP-UP SPRINKLER 30 1.85 15' RAINBIRO 1600-SAM·15F POP-UP SPRINKLER 30 3.70 15' RAINBIRD 18oo-SAM-15VII.N POP-UP SPRINKLER 30 VARIES 1!.i' RAINBIRO 1800-SAM-17SST POP-UP SPRINKLER 30 1.73 9'• 18' RAINBIRD 1800-SAM-15EST POP-UP SPRINKLER 30 .61 4'• 15' RAINBIRO 1800-SAM-22Q-SS POP-UP SPRINKLER 30 .81 20' RAINBIRD 1800-SAM-22H-SS POP-UP SPRINKLER 30 1.61 20' RAIN BIRD 1800-SAM-22F-SS POP-UP SPRINKLER 30 3.22 20' RAINBIRD 1800-SAM-W/ PA-80--5H-B POP-UP BUB8LER 30 1.00 5' GRISWOLD 2030 MASTFRVALVE INSTALL PER REMOTE CONTROL VALVES 3" SIZE TWO (2) fEBCO 625YA•2" REDUCED PRESSURE BACKFLOW PREVENTERS • INSTALL IN PARALLEL AS SHOWN ON PLANS. INSTALL AS INDICATED IN THE DETAILS. PAINT PURPLE. HARDIE 100-RW SERIES REMOTE CONTROL VALVE {PURPLE COLORED), INSTALLED IN 11. RECTANGULAR AMETEK VALVE BOX WITH A RECLAIMED WATER (PURPLE) COVER, WIRED TO CONTROLLER WITH 12 GA. DIRECT BURIAL WIRE. VALVE SIZE AS NOTED. RAIN BIRO PES-8-PRS-B SERIES REMOTE CONTROL VALVE INSTALLED IN A RECTANGULAR AMETEK VALVE BOX WITH A RECLAIMED WATER (PURPLE) COVER, WIRED TO CONTROLLER WITH 12 GA. DIRECT BURIAL WIRE. VALVE SIZE AS NOTED. RAINBIRD 44 NP 1" QUICK COUPLING VALVE. PROVIDE TWO 44K KEYS AND SH-2 HOSE SWIVELS TO OWNER. SPEARS 2411-BALL VALVE LINE SIZE -SINGLE ENTRY, FULL PORT -INSTALL IN ROUND AMETEK VALVE PIT WITH RECLAIMED WATER (PURPLE) COVER. RAINBIRD ESP-24C IRRIGATION CONTROLLER INTERIOR WALL MOUNTED, PROVIDE 120 Vac POWER TO CONTROLLER. PROVIDE A MASTERVALVE RELAY. RAINBIRD ESP-BC IRRIGATION CONTROLLER INTERIOR WALL MOUNTED, PROVIDE 120 Vac POWER TO CONTROLLER. PROVIDE A MASTERVALVE AND PUMP START RELAY. BOOSTER PUMP STATION #1 -WATERTRONICSJPSI 4.5 BREAKING HP PUMP SKID MOUNTED W/ ENCLOSURE (30"Jc42j, RELAY AND CONTROLS CAPABLE OF A 50 PSI BOOST OF STATIC WATER PSI (58 PSI STATIC@ PUMP) 110 GPM FLOW. LOCATE AT THE 40' CONTOUR LEVEL (OUT OF 100 YEAR FLOOD PLAIN) ON A 4" THICK CONCRETE PAD 6" WIDER IN ALL OIMESIONS THAN THE 30"x42" ENCLOSURE. FUTURE PUMP STATION #2 -WELL HEAD PUMP. 20 FT. MINIMUM LIFT 85 PSI, 110 GPM OUTPUT. FUTURE WELL SITE CL 200 PVC LATERAL PIPING -SIZE AS NOTED. PROVIDE 12" OF COVER,ALERTLINE OR PACIFIC CAL PURPLE PIPE CL 315 PVC MAIN (PRESSURE) PIPING· SIZE AS NOTED -PROVIDE 24" OF COVER.-ALERTLINE OR PACIFIC CAL PURPLE PIPE SCH K HARO COPPER MAIN (PRESSURE) PIPING FROM POTABLE PVC MAIN TO BACKFLOW PREVENTER$ -·-CL 315 PVC POTABLE MAIN SHOWN FOR REFERENCE ONLY -;;; :cc ;c = ~UTURE CL 315 PVC MAIN (PRESSURE) PIPING FROM WELL HEAD ANO TO !_90STER PUMP -SIZE AS NOTED -PROVIDE 24" OF COVER. =='='=·,;~ r& SCH 40 PVC@ PEDESTRIAN PAVING/SCH 80 (!I VEHICULAR PAVINc?l \.'-(SLEEVE WI RE SEPER A TEL Y FROM PIPE) ~j '---~ T -INDICATES TEMPORARY SYSTEM FOR MITIGATION AREA ESTABLISHll'IENT ONLY (3 Yl;ARS) --VALVE STATION ~GALLONS PER MINUTE /VALVE SIZE .--,/ ,..,, V . .r-,-c<" . fr\ (;LEN HIL l ON MINI-CLIK II RAIN SHUT-OFF D.EVICE.,ONE PER CONTROLLER, INSTALL PER MANUFACTURERS ·-.:._; SPEC'S ON EXT. OF SHED, EXPOSED TO RAIN. I,~ VALCON IN~LINE CHECK VALVE -LINE SlZ~ ~ 1\Pl)f{O VED F'O R PLANTING AN!) IRRIGATION ONLY, INCI,lJDING I)ItECISE I.OC:A'I'ION OF' F>LAN1'ING AREAS. 11 AS BUILT" ------------··· TITLE ________ -..... DATE REVIEVED BY• INSPECTOR DATE ··-··--·-·· -·-·· ... ----------------·· '""'" ·----+------+-------<---+---- ______________ ,, ___ ,.,.,.,. ·····---+----+---+---+----1 -.--. -----1---------·. . ·-·------------1-----+-----,I.-··---,-..... ,~ .. ·~--CARLSBAD GOLF PRACTICE FACILITY C.U.P. 192-4 !----+----+-------· .. o ••• ------------+----'•"'' .~.~-~•• +----+---I . -· ... -------------··-· --·-·-----1-------l------1----1---------1 ,----+---+----------------·, . ······-·-··· ----+-------+--->---+----·~ 1----+---,_ ____________ _ ,, __ ,, ___ ---------1---+-----+----____, __ ______ -~~-••~f----1----------•s , .. ,. DATE INITIAL DATE INITIAL DATE INITIAL ENGINE(R OF WORK REVISION DESCR1rr10N OTH(R APPROVAL CITY APPROVAL - APPROy~_D :;;:;; ,.f ... Y-7 Assis~ PLANN11:!.Q_p'-'-1R"'E"'c'-'-1""'□'-'--R ----~--·~_A_ft. j DWN BY: ~--§ ~--PR_O_J_E-C:T_N_O_. -~l_D_R3A3-__ 3W~IN5···LG N.:J· CHKD 8 Y: SM·L··· UP 92-04(A) HDP 93-15 RV\,/D BY, IRRIGATION SPECIFICATIONS & LEGEND 92-201 LANDSCAPE SPECIFICATIONS LANDSCAPE CONSTRUCTION SCOPE OF WORK THE WORK SHALL CONSIST OF FURNISHING ALL LABOR. TOOLS. MATERIALS. PERMITS, APPLIANCES. TAXES AND ALL OTHER COSTS NECESSARY FOR THE PLANTING AND INSTALLATION OF ALL CONSTRUCTION ELEMENTS IN AN ACCEPTABlE CONDITION AS HEREIN SPECIFIED AND SHOWN ON THE ACCOMPANYING DRAWINGS. PLANT MATERIAL 1. TREES. SHRUBS. VINES, AND GROUND COVERS SHALL BE FURNISHED BY THE CONTRACTOR AS LISTED ON THE DRAWINGS AND HEREIN SPECIFIED. ALL QUANTITIES AND SIZES LISTED ARE THE MINIMUM ACCEPTABLE. UNDER NO CIRCUMSTANCES SHALL THERE BE ANY SUBSTITUTION OF PLANTS, QUANTITIES OR SIZES FOR THOSE LISTED ON THE DRAWINGS EXCEPT WITH THE EXPRESS CONSENT OF THE LANDSCAPE ARCHITECT. 2. PLANTS SHALL BE HIGH QUALITY EXAMPLES OF THE;IR SPECIES OR VARIE;TIE;S, WITH WE,LL DE;VELOPED IJRANCHING SYSTEMS AND VIGOROUS ROOT SYSTEMS. PLANTS SHALL BE FREE OF KINKED, CIRCLING OR GIRDLING ROOTS. THE ABOVE CONDITION(S} MAY CAUSE PLANTS TO BE REJECTED AT ANY TIME. ALL PLANTS SHALL BE PROPERLY "HARDENED OFF" IN CONTAINERS BEFORE PLANTING. 3. All PLANT MATERIAL SHALL MEE;T THE SPECIFICATIONS OF FEDERAL, STATE AND COUNTY LAWS REQUIRING INSPECTION FOR PLANT DISEASES, BE FREE OF INSECT INFESTATION AND THEIR EGGS AND HAVE A HEALTHY ROOT SYSTEM FREE OF DISEASE. 4. ALL PLANTS SHALL BE TRUE TO NAME AND SIZE IN ACCORDANCE WITH THE STANDARDS AND PRACTICES RECOMMENDED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. ROOT•BOUND PLANT MATERIAL WILL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT THE COMPLE;TE LOT OF ANY SPECIES FOUND TO BE ROOT-BOUND. THE CONTRACTOR SHALL FURNISH NEW MATERIAL FOR EXAMINATION. 8. SEED MIXTURES AND HYDROSEEDING COMPONENTS: 1. 3. A. SEl"D SHAll.. Bl" AS SPECIFIED ON THE PLANS FOR EACH AREA TO RECEIVE HYDROSl':ED. B. CELLULOSE FIBER MULCH SHALL BE VIRGIN WOOD FIBER- C. COMMERCIAL FERTILIZER SHALL llE A SOLUBLE COMMERCIAL GRADE PELLETED OR GRANULAR. UNIFORM IN COMPOSITION, ORY, FREE-FLOWING AND LABELLED WITH SPECIFIC N-P-K RATING OF Hl-6-8. D. P.A.M SOIL CONDITIONER TYPE A DESCRIPTION: AJ ECOlOGY INDUSTRIES, INC. (619)744-0942 • EARTHWISE PRODUCTS ECOHUMUS PARTICLE SIZE SCREENED TO 5/8" CONSTITUENTS AMMONIA 1.1 % NITRATE .5% PHOSPHORUS 3.5% POTASSIUM .4% PH 6.5 SALINITY TYPE B SATURATION l"XTRACT CONDUCTIVITY SHALL NOT EXCEED 3.5 MILLI-OHMS PER CENTIMETER AT 25 DEGREES CENTIGRADE COMPLETE GREEN COMPANY (310)640-6815 SOIL DRAIN/P,A.M. SOil CONDITIONER 4. MULCH MULCH FOR SHRUB AND ROOTE,D GROUND COVER PLANTING AREAS SHALL BE: AJ ECOLOGY INDUSTRIES, INC. EARTHWISE PRODUCTS ECOMULCH 5. CONTRACTOR SHALL PROVIDE PROOF OR CERTIFICATION THAT CORRECT QUANTITIES AND MATERIAL TYPE WERE INSTALLED. FERTILIZER 1. MATERIALS SHALL BE DELIVER TO THE SITE IN SEALED BAGS TAGGED WITH THE MANUFACTURERS ANALYSIS. THE TOTAL QUANTITY NEEDED FOR THE ENTIRE PROJECT SHALL BE SUBJECT TO THE APPROVAL AND/OR INSPECTION BY THE LANDSCAPE ARCHITECT BEFORE APPLICATION. CONTRACTOR SHAll PROVIDE PROOF OR CERTIFICATION THAT THE CORRECT QUANTITY OF MATERIAL WAS INSTALLED 2. COMMERCIAL FERTILIZER SHALL CONTAIN THE FOLLOWING MINIMUM PERCENTAGES OF NUTRIE;NTS. BY WEIGHT: NITROGEN 15 PHOSPHORUS 15 POTASH 15 3. AGRICULTURAL GYPSUM SHALL BE; A MINIMUM OF 84% CaS04. H20 (GYPSUM) APPLIED AT THE RATES INDICATED IN THE HYDROSEED SLURRY. 4. PLANTING TABLE;TS SHALL BE AGRIFORM 20-10-5, 21 AND 5 GRAM TABLETS OR EQUAL FOR REFERENCE TO THE NUMBER OF TABLETS PER PLANT. SEE SECTION TITLED "SOIL PREPARATION FOR SHRUBS AND TREES". f'.LANT PROTl':CTION 1. ALL PLANTS LABELED AS EXISTING. PLANTS TO BE TRANSPLANTED, OR ANY OTHER PLANTS THE OWNER WISHES TO REMAIN SHALL BE GIVEN THE UTMOST CARE AND PROTECTION. ANY PLANTS DESTROYED OR DAMAGED DUE TO CONTRACTOR OPERATIONS SHALL BE REPLACED IN KIND AND SIZE. 2. ALL PLANTS ON SITE EITHER IN THE GROUND OR IN A HOLDING AREA SHALL BE MAINTAINED AND PROTECTED AT ALL TIMES BEFORE ANO DURING PLANTING OPERATIONS. SOILS TESTING: 1. AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL TAKE THREE AGRICULTURAL SOILS TESTS FROM THE FOLLOWING LOCATIONS: A. B. C. THE WESTERLY SLOPE, CENTERED ON THE SLOPE THE CENTER OF THE FLAT PORTION OF THE RANGE (CENTER OF SITE) THE EASTERLY RAISED TEE AREA. THESE TESTS SHALL DETERMINE SOIL INFILTRATION. AGRICULTURAL SUITABILITY WITH MACRO AND MICRI NUTRIENTS AND METALS ANO P.A.M. RATE REQUIREMENTS. 2. TESTING SHALL BE PROVIDED AT THE CONTRACTORS EXPENSE, BY THE COMPLETE GREEN COMPANY (310)640-6815, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, OR A PRE-APPROVED TESTING LAB, ' 3. THE CONTRACTOR SHALL PROVIDE A COPY OF THE AGRICULTURAL SOILS REPORT TO THE LANDSCAPE ARCHITECT, AND SHALL AMEND THE SOIL PER THE SOILS LAB RECOMMENDATIONS. THE FOLLOWING AMENDMENT QUANTITIES ARE FOR BID PURP9SES ONLY. THE CONTRACTOR WILL Revise HIS/HER BID r··--AFTER TEST RESULTS ANO RECOMMENDATIONS ARE RECEIVED. THE CONTRACTOR SHAL.L ALSO.)! \ PROVIDE A COPY OF THE SOILS TEST TO THE CITY FOR APPROVAL, PRIOR TO ["'--J ·1 _coMMENC ING AME NO ME NT OPE RA TIO~~✓·-"'·-·-~""----~.--~·-_./'~•.-~ ... _)._,,...]-- SOIL PREPARATION FOR SHRUBS AND TREES: 1. 2. 4. PRIOR TO THE START OF PLANTING OPERATIONS. DIG A 1 FOOT SQUARE BY 1 FOOT SQUARE SOLE IN SIX SEPARATE LOCATIONS AROUND THE SITE Fill THE EXCAVATED HOLES COMPLE;TELY WITH WATER. AFTER WATER COMPLETELY DRAINS, FILL THE HOLE AGAIN WITH WATER. IF THE HOLE DOES NOT COMPLETELY DRAIN IN 24 HOURS, CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY FOR FURTHER lli.!;IJRUGI!ON_!;t - PLANT BACKFILL SHALL CONSIST OF THE FOLLOWING MIXTURE FOR SHRUBS ONLY: SITE SOIL TYPE A SOIL AMEaNDMENT ACID IRON PLUS COMMERCIAL FERTILIZER 70% 30% 2 LBS/CU VD OF BACKFILL 2 LBS,/CU.YO. OF BACKFILL PLANT BACKFILL SHALL CONSIST OF THE FOLLOWING MIXTURE FOR J£!E.E~ ONLY: SITE SOIL ACID IRON PLUS COMMERCIAL FERTILIZER 100% 2 LBS./CU.VD. OF BACKFILL 2 LBS./CU.VD. OF BACKFILL PLANT TABLETS FOR TREES. SHRUBS AND GROUND COVERS: TREES AND SHRUBS NO. OF TABLETS SPECIMEN TREl':S (FOR EACH 1/2" CALIPER MEASURED 12" ABOVE SOIL LEVEL) 15 GAL TREES/SHRUBS 5 GAL TREES/SHRUBS 1 GAL SHRUBS GROUND COVER 6 INCH POT 4 OR 2 INCH POT PER CUTTING OF GROUND COVER 4 -21 GRAM 6 • 21 GRAM 3 • 21 GRAM 1 -21 GRAM 1 • 5 GRAM 1 -5 GRAM 1 • 5 GRAM PLANTING TREES AND SHRUBS: 1. PLANT MATERIAL IS SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT OR THE OWNERS REPRESENTATIVE PRIOR TO PLANTING, 2. FLAG OR STAKE ALL TREE AND SHRUB LOCATIONS AND IDENTIFY THEM BY SPECIES FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO STARTING ANY EXCAVATION. 3. EXCAVATE PLANTING HOLES ON BOX SIZES 24 INCH OR LESS WITH VERTICAL SIDES TWO TIMES THE WIDTH OF THE CONTAINER. EXCAVATE THE HOLE 1 FOOT WIDER THAN THE BOX SIZE FOR BOXES LARGER THAN 24 INCHES. 4. 5. 6. 7. 8. g_ TREE PLANTING HOLE DEPTH SHALL BE 1 INCH -2 INCH LESS THAN THE. DEPTH OF THE ROOT BALL. SHRUB PLANTING SHALL BE 1 INCH LESS THAN THE DEPTH OF THE ROOT BALL. SET PLANTS IN THE CENTER OF THE PLANTING HOLE. IN A VERTICAL POSITION, SO THAT THE CROWN OF THE ROOTBALL WILL BE A MINIMUM OF 1 INCH ABOVE THE SURROUNDING GRADE. ALL BACKFILL MATERIALS AS SPECIFIED HEREIN SHALL BE MIXED THOROUGHLY BEFORE USE. NO DEBRIS OR ROCK LARGER THAN 1-1/2 INCHES IN DIAMETER SHALL BE ALLOWED IN THE BACKFILL MIX. CAREFULLY SCARIFY OR LOOSEN SIDES OF EACH ROOTBALL PRIOR TO PLANTING REMOVING ANY CIRCLING ROOTS IF PRESENT. SCARIFY SIDES OF PLANTING HOLES BEFORE INSTALLING PLANTS. BACKFILL SHALL BE INSTALLED IN 6 INCH COMPACTED LIFTS. WATER PLANT WHEN BACKFILL OPERATION IS HALF COMPLETED. ALLOW WATER TO DRAIN OUT BEFORE PROCEEDING WITH THE BALANCE OF THE BACKFILL CONSTRUCT A COMPACT!:O 4 INCH HIGH WATER BASIN AS WIDE AS THE PLANTING HOLE AT EACH PLANT LOCATION. UPON COMPLETION OF INSTALLATION, WATER THOROUGHLY, BACKFILL ANY VOIDS WITH ADDITIONAL PREPARED BACKFILL MIX. 10. ALL TIEING MATERIALS, MARKING TAPES AND NURSERY STAKES ARE TO BE REMOVED AT THE TIME OF PLANTING. SOIL PREPARATION FOR HYOROSEEOED TURF, HYOROSEEOED GROUND COVER ANO ROOTED GROUND COVER PLANTING AREAS: 1. WEED ERADICATION PROCEDURES A. IF LIVE PERENNIAL OR ANNUAL WEEDS EXIST ON SITE AT THE BEGINNING OF WORK, SPRAY WITH A NON,SELECTIVE SYSTEMIC/CONTACT HERBICIDE PER MANUFACTURER'S SPECIFICATIONS. M LEAVE SPRAYED PLANTS INTACT FOR AT LEAST 15 DAYS TO ALLOW COMPLETE SYSTEMIC KILL. ~ HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA) IJ. MANUALLY REMOVE ALL EXISTING VEGETATION FROM MANUFACTURED SLOPES AND DISPOSE OFF-SITE. C. AFTER ALL DEAD EXISTING VEGETATION HAS BEEN REMOVED, IRRIGATE THE AREA TO BE HYOROSEEDED, MAINTAINING SOIL MOISTURE TO A DEPTH OF SIX INCHES FOR A PERIOD OF 30 DAYS (OR PER THE': HERBICIDES MANUFACTURERS SPECIFICATIONS). CARE SHALL BE TAKEN TO AVOID RUN-OFF DURING IRRIGATION. D. REAPPLY A NON-SELECTIVE/CONTACT HERBICIDE' PER MANUFACTURERS SPECIFICATIONS TO ANY WEEDS GERMINATED DURING THE PREVIOUS 30 DAYS. ALLOW AN ADDITIONAL 15 DAYS (OR PER THE HERBICIDES MANUFACTURERS SPECIFICATIONS) FOR THE HERBICIDE TO COMPLETELY KILL THESE GERMINATED WEEDS. MANUALLY REMOVE' ALL l"XISTING VEGETATION FROM MANUFACTURED SLOPES AND DISPOSE OFF-SITE. E. BEGIN THE HYDROSEl':DING OPERATIONS ON ALL AREAS INDICATED ON THE ACCOMPANYING DRAWINGS. 2. _ PRIOR TO AMENDING. ALL AREAS SHALL BE DISCED ANA,_CROSS-DISCED TO A DEPTH OF 12 INCHES AT A ( ' MINIMUM OF 12 INCHES ON CENTER. c--~ /i'-' t (DISCED~ DISC HARROWED OR RIPPED W/ DISC.)J 3. . UNIFORMLY SPREAD THE FOLLOWING MATERIALS AT THE AMOUNTS GIVEN PER 1000 SQUARE FEET: -TYPE A SOIL AMENDMENT 1 CUBIC YARD -TYPE B SOIL AMENDMENT 300 LBS -AGRICULTURAL GYPSUM 200 LBS. -SOIL SULPHUR 15 LBS. • FERTILIZER 15-15-15 25 LBS. 4. THOROUGHLY AND UNIFORMLY ROTOTILL ALL MATERIALS TO A DEPTH OF 6 INCHES. 5. THOROUGHLY AND UNIFORMLY LEACH THE ENTIRE AREA BY HAVING 2 INCHES OF WATER PERCOLATE THROUGH THE SOIL. ROOTED GROUND COVER PLANTll'(G; 1. ROOTED CUTTINGS, PERENNIAL GROUND COVER PLANTS OR ANNUALS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR DURING PLANTING OPERATIONS. ROOTS SHALL llE KEPT MOIST BY MEANS OF WET SAWDUST. PEAT MOSS, OR BURLAP OR LEFT IN FLATS AT ALL TIMES DURING THI': PLANTING OPERATIONS. ROOTS SHALL NOT BE LEFT EXPOSED TO THE AIR EXCEPT WHILE ACTUALLY BEING PLACED IN THE GROUND. WILTED PLANTS WILL NOT BE ACCEPTED. 2. ALL AREAS RECEIVING PLANTS SHALL BE MOIST TO A MINIMUM DEPTH OF SIX INCHES AT TIME OF PLANTING. 3. GROUND COVER SHALL llE WATERl':D IMMEDIATELY AFTER PLANTING AND THOROUGHLY WATERED AT THE END OF THE DAY OF INSTALLATION. 4. UPON COMPLETION OF PL.ANTING OPERATIONS, MULCH ROQIED GROUND COVER PLANTING AREAS WITH SHREDDED LANDSCAPE CHIPPINGS TO A DEPTH OF 3" THROUGHOUT THE PLANTER/SHRUB BED. ADDITION, APPLY LANDSCAPE CHIPPINGS TO THOSE SHRUB BEDS INDICATED ON THE PLANS TO RECEIVE MULCH ONLY, AT THE DEPTH INDICATED ON THE PLAN. DO NOT ALLOW MULCH TO CONTACT THE TRUNK OR STEM OF THE SHRUBS OR GROUND COVER PLANTINGS. IN 5. 8. 7. 8. HYDROSTOLONIZJNG TURF. AND 1:tYDROSEEDING GROUND COVERS: 1. 2. A. 3. A. 4. A. GENERAL: A. THE LANDSCAPE CONTRACTOR SHALL EMPLOY THE SERVICES OF A HYDROSEEDING SUB- CONTRACTOR CAPABLE OF PROVIDING HYDROSTOLONING AND EQUIPPED WITH THE PROPER EQUIPMENT TO PROVIDE THESE OPERATIONS. B. THE CONTRACTOR SHALL EXAMINE ALL RELATED WORK INCLUDING IRRIGATION AND GRADING SURFACES BEFORE PROCEE.DING WITH ANY WORK AND INFORM THE OWNER AND THI': LANDSCAPE ARCHITECT, IN WRITING, OF CONDITIONS WHICH MAY PREVENT THE PROPER EXECUTION OF THIS WORK. FAILURE TO REPORT UNSUITABLE CONDITIONS TO THE LANDSCAPE ARCHITECT WILL CONSTITUTE ACCEPTANCE OF RESPONSIBILITY FOR THE PERFORMANCE OF ANY ADDITIONAL WORK CAUSED BY THE UNSUITABLE CONDITIONS. MATERIALS ALL MATERIALS SHALL BE STANDARD, APPROVED, FIRST-GRADE QUALITY, AND IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ANY COMMERCIAL PROCESS OR PACKAGED MATERIAL SHALL BE UNDISTURBED AND DELIVERED TO THE SITE IN THEIR ORIGINAL CONTAINERS, UNOPENED, BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. HYOROSEEDING/STOLONIZING APPLICATION AND PLANTING SCHEDULE THE HVDROSEEDING/HYOROSTOLONIZlNG SHALL BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER. AND ANY OTHER CHEMICALS CALLEO FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL. THE MULCH SHALL NOT FOR!'.!'L8..!3J,,OTTER-LIKE MATERIAL THE SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY SPRAY WILL PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE. THE IMPREGNATION AND MIXING OF THE COMPONENTS WILL HELP IN RETAINING MOISTURE WHILE STABILIZING SOIL SURFACE FROM EROSION. PREPARATION OF HYDROSEEDING/HYDROSTOLONIZING MIXTURE THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS FOLLOWS: APPLICATION VIRGIN WOOD FIBER ECOLOGY M,BINDER COMMERCIAL FERTILIZER SOil DRAIN/P.A.M. 2000 LBS PER ACRE 80 1..BS PER ACRE 275 LBS PER ACRE 12 LBS PER ACRE SEED/STOLONS• AS SPECIFIED ON THE PLANS FOR l"ACH TYPE/AREA A. THE OPl':RATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK GREEN PHOTO-SENSITIVE, DYE COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILUNG MOTION VIA A FAN STREAM NOZZLE. IT IS IMPORTANT TO ENSURE THAT ALL OF THE COMPONENTS ENTER AND MIX WITH THE SOIL THE HYDROSEED MULCH HAS A TENDENCY TO BUILD UP ON ITSELF, THEREFORE, IT IS IMPORTANT THAT THE CONTRACTOR EMPLOY ONLY QUALIFIED PERSONNEL TO ENSURE UNIFORMITY OF THE HYDROSTOLON MULCH APPLICATION. HYDROMULCH CONTRACTOR SHALL BE APPROVED BY THE ENGINEER. PROTECT SHRUB AND PERENNIAL PLANTINGS IN HYDROSEEDED AREAS BY COVERING THIS MATERIAL. B. APPLICATION OF THE NATIVE GRASS SPECIES TO THE STREAM CHANNEL BANKS MUST OCCUR PRIOR TO AND UNDER THE APPLICATION OF THE CHANNEL LINER, (NORTH AMERICAN GREEN'S P300, BY OTHERS). 1) AN ADDITIONAL APPLICATION OF VIRGIN WOOD FIBER ONLY WILL BE REQUIRED OVER THE SURFACE OF THE CHANNEL LINERG (P300, BY OTHERS) OCCURING ALONG THE STREAM CHANNEL BANKS_ THIS APPLICATION SHOULD BE EVENLY APPLIED TO JUST COVER THE CHANNEL LINER ANO IS INTENDED TO PREVENT ENTRAPMENT OF WILDLIFE IN THE CHANNEL LINl':RS NETTING WHILE THE SPECIFIED GRASS SPECIES GERMINATE. TIME LIMIT A. THE HYDROSEEO/HYDROSTOLON MULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO HOURS DUE TO SEED/STOLON DAMAGE. PROTECTION A. SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY HARDSCAPE ARl':AS INCLUDING CONCRETE WALKS, FENCES, WALLS, BUILDINGS, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL ALSO TAKE CARE NOT TO DIRECT THE HYDROSEEDER DIRECTLY ON TO PLANTED MATERIAL. CONTRACTOR SHALL CAREFULLY CLEAN OFF ANY HYDROSEED MATERIAL SPRAYED ONTO TREES AND SHRUBS HYDROSEEDING/HYDROSTOLONIZING EQUIPMENT A. THE ABOVE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN THE HYDROSEEDING MACHINE CONTAINING AT LEAST 3,000 GALLONS OF WATER TO ALLOW FOR A HOMOGENEOUS SLURRY WHICH IS THOROUGHLY MIXED AND CAN BE APPLIED EASILY WITHOUT CLOGGING. B. THE EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM AND OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SI.URRY CONTAINING NOT LESS THAN 44 POUNDS OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZER, CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. THE PUMP USED SHALL BE OF THE POSITIVE DISPLACEMENT TYPE SUITABLE FOR HYOROSEEDING. C. THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBUTION UNE LARGE ENOUGH TO PRl':VENT STOPPAGE AND SHALi.. BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL PROVIDE A CONTINUOUS NON-FLUCTUATING DISCHARGE OF AT LEAST 25 PSI AT THE ENO OF THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 3,000 GALLONS AND SHALL BE MOUNTED ON A TRAVELLING UNIT EITHER SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT. D. EQUIPMENT USED IN THE HYOROSEEDING PROCESS WILL BE THOROUGHLY CLEANED OF ALL SEED, STOLONS AND OTHER MATERIALS USED IN ANY PREVIOUS HYDROSEEDING PROCESS, PRIOR TO HYDROSEEDING ANY AREAS ON THIS PROJECT. GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND/OR FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT, WHICHEVER IS LAST TO OCCUR. CLEAN UP ALL WORK AREAS DAILY. UPON COMPLETION OF WORK FOR THIS SECTION, REMOVE ALL RUBBISH, TRASH AND DEBRIS RESULTING FROM LAND9CAPE OPERATIONS FROM THE SITE. REMOVE EQUIPMENT AND IMPLEMENTS ANO LEAVE ENTIRE AREA IN A NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEE;T THE APPROVAL OF THE OWNER OR THE LANDSCAPE ARCHITECT, WITH ALL PAVING, WALKS AND OTHER CONSTRUCTED SURFACES SWEPT FREE OF DIRT, Dl"BRIS ANO WATER. MAINTENANCE PLANT MAINTENANCE WORK SHALL CONSIST OF APPLYING WATER, WEEDING, CULTIVATION, SPRAYING, PRUNING, EDGING ANO MOWING OF LAWNS, REPAIRING, REPLACEMENT OF PLANTS AS NECl':SSARY TO ACHIEVE ESTABLISHMENT AND HEALTHY GROWTH. AND PERFORMING FINAL PLANT ESTABLISHMENT WORK. THI': ENTIRE PROJECT IS TO BE MAINTAINED FOR A PloRIOD OF 80 CALENDAR DAYS, (NOT TO BE LESS THAN SIXTY DAYS), COMMENCING FROM THE TIME ALL ITEMS OF WORK HAVE BEEN COMPLETED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. DURING THIS MAINTENANCE PERIOD, THE CONTRACTOR SHALL MAKE A MINIMUM OF TWO VISITS TO THE PROJECT SIT!" Wl':l"KLY. IMPROPER MAINTENANCI': OR POOR CONDITION OF THE PLANT MATERIAL DURING THE SCHEDULED MAINTENANCE PERIOD MAY CAUSE POSTPONEMENT OF THE FINAL INSPECTION AND AN l"XTENSION OF THE MAINTENANCE PERIOD. MAINTENANCE SHALL BE CONTINUED UNTIL ALL WORK IS IN A SUITABLE CONDITION. REMOVE STAKES FORM TREES WHICH NO LONGER REQUIRE SUPPORT BEFORE THE END OF THE MAINTENANCE PERIOD. FINAL ACCEPTANCE AT THE COMPLETION OF THI': MAINTENANCE PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS. CLEAN ALL LANDSCAPE DRAINS. PRIOR TO FINAL ACCEPTANCE. ALL PLANT MATERIAL SHALL BE ALIVE, HEALTHY. VIGOROUS AND FREE OF ANY INSECT PESTS. E'9ST ACQ.!sPTANCE MAINTENANCE BY OWNER OR MAINTENANCE CONTRACTOR CHECK TREE STAKING AND TIES MONTHLY TO INSURE THAT NO DAMAGE HAS OCCURRED, SUCH AS RUBBING, CHAFFING, CONSTRICTION, OR GIRDLING. THIN TOPS OF TRl"ES AND REMOVE DEAD, DISEASED AND CROSSING BRANCHES AS NECESSARY TO MAINTAIN VIGOR AND KEEP PLANTS IN BALANCE WITH THEIR ROOT SYSTEMS AND AS SITE CONDITIONS WARRANT. DO NOT TOP TREES OR STUB BACK BRANCHES. ALWAYS CUT BACK TO A LATERAL BRANCH. PERIODICALLY INSPECT ALL DRAINAGE STRUCTURES AND CLEAN AS SITE CONDITIONS REQUIRE. KEEP DRAINAGE SWALES OPEN ANO FREE OF DEBRIS. REMOVE TREE BASINS IN WINTER TO PREVENT PONDING AROUND ESTABLISHED TREES. Clearing and Grubbing Specification 1. SCOPE OF WORK Clear and grub all areas indicated on the plan within the property lines which are not indicated to be graded, but which will receive hydrostolonized turf or mitigation planting. 2. PROCEDURE A. Cut all existing weed, grass and brush growth to ground level. Dispose of at a legal dump site capable of recycling 'green' . waste. B. During soil amendment ripping operations, remove any unearthed root structures to a legal dump site capable of recycling "green" waste. C. Follow the "Weed Eradication Procedures' contained within the planting specifications to eliminate any regenerating or seed growth from the previously existing plant material. GUARANTEE ANp REPLACEMENTS ALL SHRUBS ANO GROUND COVERS SHALL BE GUARANTEED IJY THE CONTRACTOR FOR PROPER GROWTH AND HEALTH FOR A PERIOD OF NINETY DAYS AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND/OR FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. ALL TREES AND FIELD GROWN SPECIMENS SHALL BE Al)IJROVEI) F'C)f{ 1-:iLANTINC; ANI) IRI\rc;ATION ONLY, INCLlJDlNC; 1)1\ECISE LOCA'I'ION OF PLAN1'ING AREAS. "AS BUI L_ T 11 LINDNER AND ASSOCIATES Landscape Architectur€-and Environmental Planning Calrfornia Registered Landscape Architect No. 2818 P.O. Box 2502 / Vista, California 92085•2502 (619)724 0545 APPROVED DATE f----+---··· '"'·--------------- 1----+----+-·~~----•,•·--,·· ----------------. -·--+---+- I----+---+----· ---------------- . .. ····--------------l---- ---f----f---•-··· ------------------·-- I----+---+--,· ····----------------·--·-- I----+---+---.. -.... ··-----------------· ·---··-..... --·--- I----+-----· DATE REVIE\JED BY1 INSPECTOR DATE [SHEET l --CI-TY_O __ F_C_A_R_LS_B_A_D_ [sHms] L!-:!!J PLANNING DEPARTHENT L__J!_j --·---'---' ~==::::'..':==============-===~ CARLSBAD GOLF PRACTICE FACILITY C.U.P. H2-4 /7 . -· -1----------1 APPR"o/o~Z?Z-// • • __ ,. ~k"71 ---+---~ ccA,.eSc,;S=.,ISc,.:Tc,:•'Afi"--'-'.T__,_PL"'~"'· N:,:N'--'1-'-'N"-G~D~l~R'-'=E'-'=Cc..T~~---,-····~~ ==--=cc-----,d-----, ~--------· ---,-- 1------· -··-.. ·---·-•-------------------·-· ,,. __ ,_ ··----·-····· · ··----1----' DWN BY: ~-• PROJECT NO_ DRAWING NO DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SML " I ) ENGINEER OF WORK REVISION DESCRIPTION OTH(R APPROVAL CITY APPROVAL RV\JD BY, ,UP 92-04 A HDP 93-15 333-SL l-"--~2c...~'--==.cc-==1 ~----c--------~~----~ P LANTI NG/HYDROSEEDI NG SPECIF ICA TIQN92-201