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HomeMy WebLinkAboutDWG 352-6L; CT 93-01; Rancho Carrillo Village J; 01-18-------------------------------------------·--·---·---·-----------·----·--------------- RECLAIMED WATER NOTES 1. ALL WORK S1-lALL BE DONE IN A,CC0RDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARI_SBAD RECLAMATION RULES & REGULA-IONS F'0F/ CQriSTRUCTI0tl 0FRECLA1MED WATER MAINS" DATED OCTOBER. 1993, 2. CR1N~(INC F0unT.Alt✓S SHALL BE PROTECTED FROM SPRAY OF RECLA/MED WATER. B[ST MANAG[!JEfj' PRACTICES SHALL SE USED TO M11m,11zE RECI .. AIMED WAlEF/ ENC'iOACHMENT ON PUBLIC FAC LITl[S SUCH AS PICI-JIC TABLES, 5f:\6l':'",> PL.~YGROJNDS, SAND TOT LOTS, ETC, 3, BEST M".NAGEMENT PRACTIC[S SHALL BE USED TO ELMINATE OF/ CC>liTROL, TO TH[ B[ST E"XTENT POSSIBLE, F'Ot-JDII-J(;, RUN-OFF, OVER SPRAY AND t,rs,t,G. 4. HOSE BIBS ARE STRICTLY PR0H18IT[D. S. ON-SITE CROSS-CONNECTIONS BETWEE'J RECLAIMED WATC:R L.INES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION or PIP[ MA"I [R!Ai..S WILL BE ALL0Wt:D W1TH0UT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICiPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARiJ!NG TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. t 8. THE IRR•GATI0N SYSTOIS $,,ALL RijN BETWEU, THE H0,JRS OF 10:00 P.M. AND 6:00 A.M. THE FOLL0Wi'JG MORNING iSP0T IRRIGATIOlv COULD BE DIJNE A~ A DIFT[?ENT 'l!;f N•TH 0'-ALIFIED SUP[i'c,','S0RY PERSON'!EU. DN ::::>ti}'.;:. '"· f,()l;-:,cscuATED USE Af1EA,, S"1AcL BE PF'OTEC"ED FR,)M C0fHACT w:TII PE"Ci./\:IA~D S.0,fER. WHETHER 6Y WINDBLOWN SPR'IY OR DIRECT APPLICATION Thl'0UGH ::,,~:CA f:i)" or, OTHER USE. LACK OF f>R0TECTION. l,.JJ.fe-f"l-1~ 8Y [)[SIGN. COI-.J3TRuCTI0N PRACTICE OR SYSTEM Cl0 lRATl0N IS STRICTLY i0 R(HIBITED. 11. IPPi'.;ATI0N f1EADS SHALL 3E RE!.OCATED OR AOclUSTED TO PREVENT OVER-SPRAYING ON Slc>EWAL><S, STREETS ANJ N~,t,-DESICNATED USE /,PEAS. ;z, R:C_AIIJEC WATE.'l QUIC,: C0UPLI\JG Vtlc_VES SHA.LL GE OF r, TYPE DESIGNED FOR USE ON P~C:_Al!viEC \/'i/-,T~R L'S ''?,BU,.-1()N ':,VS ~TVS :~-;µ:r:ES NOT '¢1._~WITH POTABLE 'y'JAf;_-,,R CLiGX ,.:our:;,l.ER '.:~ir<E~.) :--'E.F '.._..,',;":~~-st:·.10 !-.'._,if·~Ci?AL. 1,·/..T[R DiS:"f-'.>CT s RULES AfJD P~ (~ULA r:r~l~~S- '3. w:,f.RS 'SHALL BE SIZED BY HIE CITY OF CARL',;3/,1) MUtK:iPAL WATER CISTRICT, '4. ALL ;P.f/1CAT 10tl PIPE,:, S'-IAl I BE STENCIi ED W:TH THE WAR!l'JG 'NOii P0TA3LE WATER' OR 'RFCl,AJMLD WAfER', C0L0R·C0DE:D \c'l,JRPL[, i>J,JD !_Ali) w:iH WA'afJi'JC T/J'E A>.JD s·;EN(' 'IJG C?ii't,TED T0WN"D lHE TOP OF THE TREIJCH PER CA"l.SOA.C, f~JN'CIPAL WAT'R JISTRICT'S RU~ES .•NC c:1:CULAflONS. 15, /SLc ~u-Alc:.E WATER A'JD R1:,C .• AIMED WATER Pif'll,C. S~ALL. BE iNS'.'Al.l.[D WITH THE STENCll.ltJG ORIENTED TOWARD THE TOP CF THE TRENCH. '° ·,'1'•Ff, A P0TAFII [ WATER LI'•" AND REL:AM[l) WAllR LINE l.,os,;, Tc-IE RcU,./\:IJ[C ,_IN[ ' •• ~_L :,i: INSL.__L[D WTH"N ,\ PRC![CT1v:: su:i:vE. H•: SL.i:•iv[ SH/\LL. OH'.'•O 70 FcET rr,o,, E.O.Cf-S,DE, FR0I.' THE CE'JTE.> Lll,E cc f'OTABLE L'lc, F:]R .\ TOTAL Cll" 20 FEET. 17 /\, 1:1 ~-.JOT HC:~178NTA: s~~F·tC:ATi-:JN 8El'WEEN P(l'AP;_[ w:,,T;=C:' A!s.J) R:::CL.A:M[D WA1EP ,_,.;~1<s )J~_c;T Bt \JAJ•~Tt.Jt✓::D AT AL'.... -·n..l(S. ·rHt. r>c,~,~.8~E l...t~,.,E vus·; BE 1~r;TALLED :,.BOVE ·rHE R[C,L !! .. '\tl[O L l'sJE 18. A lf'IIMUM 0> 12 INC:Hi:"S OF VERTICAL S[PAf:'l>.':I0tJ B[TWEU. JTILITIES ivUST EJE Vt~k, Af:ED Al ALL TIMES. ;+ 19. DEVELOl0 ER/CC,N,RACTOR SHA:.L CONDUCT A (1100:S-C0fNECTI0IJ TEST <.NI) A COVERAGE ·1[ST A:, Ol"ECTED BY HE CAf<lc:5AC l,lJN1::1F'A-WATEF! DISTRICT [NGINE£R CR THE SAN DIEGO CIJUIHY l)[F'A,TMEN'. Cf E'/ViROl·JMEN"'AL HEALTH c°RIOR TO Ai1Y use: OF REC~All~[D ',\'ATER. 20. 0UC.K C0JPLING VALVES USED !I'-: RECL . ./\:MED W.I\TEF! SlSEMS SHl~_L C:0'J'0RM TO THE F(ILl_()W'NG: HAVE AC:1.1[ TYPC: T"··P[ADS SP'IK[,; !,Jc), l~M-£,. WITH POT ABLE WATER 0UICK C0UPcEF: SPW'ES, AN[1 PURPLE C0L0Rl'D LOO:ING COVERS PERI.AA.NENTL v A1TACHED TO THE VA!,.VE. 0Ul:::K COUPLING VALVES SHALL BE NELSON NO. 764S, HlaNTER 'JO. HV100A·RL. · N" OR APP90VED E0UAL. 21. Ni ~."lNUAL CROSS CCl-n,ECT>0N lisSPECTI0N Sl-iALL Be DON, E"ITH[ll BY CARLSBAD MUNICIPAc. WASER DISTRICT 0fl SAIJ DIEGO COUNT'( DEl'O.RTMENT OF [/\VIR0NMENTAL hE A. TH. C0P:ES OF INSPECTION i1::P0RTS WILL BE FORWARD[[, TO THE NOt. INSPECTl"lG PARTY. ii-22. DEVEL0PEF SHALL SHOW THE LOCATIONS OF R.C. SIGNS "DO l!0T DRtN" Ot, THESE PcNlS. ¥ 23. A'/ ON·SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WP,T!NG, THIS rNDIVIDUAL SHALL BE FAMILIAR w:TH PLUMBING SYSTEM Wl-,-H!N THE PROPERTY, WITH THE BASIC CONCEP~s OF BACKFc0W/CR0SS CONNECTION PROTECTION A'JD THE SPECIFIC RE0:JIREMEtHS OF A RECLAll,l[D WATER SYSTEM. COPIES OF THE DESIGNATIO."J WITH CONTACT PHONE NUMBERS SHAc .. L BE PROVIDED TO THE SAN DIEGD COUNTY C[PARTME'JT OF ENVIROt-JMENT AL HEAL TH AND TH: CARLSBAD MUfl1CIPAL WATER DISTRICT It, c1,:;[ OF Ef.lERGEN'.:Y CONTACT _\7/!>~ ~ AFTER h0URS CONTACT ---~~V~ LOJJ±~ --~ AT ___ (ic/C/)_(9~ '2'1'£,6 __ AT ___ (_(,F,i_j]_ J"t 3 · 2-"/ fW µ'\'. S"IOW ALL FU1>1..-1c.,j,f'l<.IVl'<J'f.c-f~ ~ UNBo.5 ON THE Fl..AN:o>. Zt;. ON RECLAIMED WATER SYSrEMS. A..L APPURTENANCES ISPRII-JKLER HEADS. VALVE BOXES. ETC l SHALL BE COL0ER CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF l"HE CALiF0RNIA HE/\:_ TH NW SAFE TY COCE. A ,-;EflS NO'S 8, 19 AND 23 SHALL. BE RF.0UIRED JUSC PRIOR TO Ti,E ACTUAc_ USE OF R[Clf,!IJ[C WATER. ITEM NO. 22 THC: SIG~AGE PLAN SHALL BE A PART OF THIS 1.P. BUT THE SIGNS AND T ACS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE 0" REC:LAIMEC WATER. SIGNAGE NOTES ThE F0LL0W:NG GUIDELINES FOR THE USE OF RECLAIMED WATEP ARE TO BE PERIIAN[NTL Y POSTED INSIDE THE DOOR OF EACH C0NlROcLER WHERE THE'( ARE EASILY VISIBLE. PLACE ON A 81/2" X 11" SIZED SIGN. COLOR: f\JRPLE BACKGROUND WITH BLACK LE TTERl'JG. Rt=CLAIMED WA.TFR ' AVISO -AGUA IMPURA N T0tv1Af~ -1" BLACK LETTEf~S --2" BLACK L.ETTERS _,,__ ____ _ ' '-.. -- ·-----------·-----·---------· ____ .._ _____________ _ ----·---·--·---,--,-----------------~ RE:.CLA.1 ME:[) !lll!mll GJ10I.LLNJ~.S,_[[li< f~ECLA I MED WATER USE I. lfU~IGATE 81:l'W[tN THE HOURS OF 10°00 P.M, AND E;:O0 AM, ONLY. WATERIIJG OUTSIDE THIS TIMI: FlcN..1:: MUST Be DONE Mll"JU,!\LL Y WITH 0UAL IFIED 5Ul"ERV:SCJRY P[f'S0NtJEL 01,,'S;'[(:, el() SYSTEM SHALc AT ANY TIME BE LEFT UNATT[NDED DURl'JG USE OUTS•;[IE THE 1'.JOR•..1Al. SCHE DU,. E. 2. il?RIG,UE IN A MMIN[R THAT WII.L MiNIMIZ[ RUN-OFF, PC0LING A.ND PONDING. THE l,PFL.ICATI0iJ RATE SiiALL !JOT EXCEED TH[ INFILTRATION RATE OF T'-IE SOil .. TII.AEF:S 1,1us·1 BE: AD,IUSIED so AS TO BE C0NF'ATIBLE WITH THE LOWEST SOI_ INi'IL TRATION PA":"[ PF'[SENT. THIS PROCEDURE MP,Y EIE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AJT0IJATIC CONTROL CLOCKS, I.E., EMPLOYl'IG THE REPEAT FUt,CTI0N ,0 13RE/\I( UP THE TOTAL IRRIGATION 1'1ME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSCRPT10N. 3. !>./)JUST SPRAY HEADS TO ELIMINATE 0VERSPRft.Y ONTO AREAS NOT UNDER THE C0NTl'IOL OF TH[ CUSTOMER. FOR EXAMPLE, POOL DEc-KS, PRIVATE PATIOS. PRIVATE LOTS, STf,CETS AND SIDEW"1.KS. 4, MONTOR A¼C 1.AAlfJTAIN THE SYSTEM TO Ml'<IMIZE EOUiPMENT ANO MATERIAL. F/>JLURE. mw:<EN SfC'RiNKL.[R H[Al)S. L.El-".S. Ut,REi.lA8i.E VALVES. ETC .. SHOULD BE R[PAJllED AS S0OIJ AS THEY 13EC:0ME APPARUH. 5. f:DUCA1 [ A:.L M.,,,;N-,[NAl,CE P[RSONNEL OfJ A CO'HlivUCIUS BASIS OF THE f'i?E;;[NCE OF RECI.AIMED WA"TR. Pl:RSOt,NEL t)JST BE ,NF-ORf.l[D THAT RE:CL/>JMED WATER IN 1.AEANT r~·cr~ lf<~IGAT!()f\. ::)uR,::ios1:.s ONLY, NJJ IS NOT hP,-:iRcivi::e:-FUR DRll;r~l~JG f~U?F'O'SES; hA:,i) 0F:1 TOOL WASHING: A.ND ETC. GIVC:N Ti,[ HiGH TUflN0VER RATE OF c~IPLCYEES IN l"H[ LAND~CAPlf:G INDU'.:TRY, IT IS l'i!P0o<TANT THiS IMF,.)RMATIOI, B[ DCSa-llt,,UEC 01, AN A.MOST DAILY EASIS. IT IS YOU. THE LANDSC/\PL C0NTRACTO'! WHO IS i'?[Si'GNSIBL,: FG'? EDUCATl~G EACH AND EVERY O'-iE CF YOUR EMPLOYEES. 6. Gi3~AI/\ l"RI0R AC'F'R0VAJ .. OF AL_ PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVl1TE 0IJS1'E FACILITIES. SUCH CHANGES II/UST BE SUBMITTED TO, AND APPflCVED BY, THE O 'iTRICI EflGINcERING OFFICE ANO DESIGNED IN ACC0RDAN::'.E WITH D::,TRIC:T $ i N.JC,NdJS. A ) ,il,QS Sr!AL.L clE v,EA"c"HEV'RC0F PLASTIC, 3" X 4 ', PURPL[ IN COLOR Wl"H THE VIOFC:JS 'WAf/NING f>[CLAMED WATER -C/O t,0T 0f-'1:•JK" 1•~0,:,NTEI) ON ONE SIDE. AN) 'AVISO -AGUA :1,!PC:9A --NCI TOMAR' Of, Til[ 0:'JER 'SIDE. !MPf<INTING SHA_L EIE F'E"'Ml,NEIH ANt:: B:.AC~ II\ COLO". USE lA.:,s :,s ,ix,,.,,"A:'.:TURt:O ElY T, CHRISTY EN 7 [RP~SES OP A0 PR)V() EQJAL. B. OHE ~AG SH.O.L.L EE ATTACHEC TO EACH VALVE A$ i'0LL0WS: I. A'TACH TO VALVE STEW OIRECTL Y (ll, WITH "LASTIC TIE-WRAP DR 2. 'llTACH TO SDLENOI() WII,[ ():RECTL v OF' WITH PLASTIC TIE-WRAP OH 3. AT"AC:H TC V-"lVE C0VEF WlTH [X'o:i'!NG VALVE CJVcR BOc T. 8. ~LL s,x:l''JKLU1 H[:AiJS '.i-,ALL B: IDi:NC:Fl[O AS R[CcAl,li:D WA ER SPR,rJKLER ,EN)'3. 'j, :A:>, A(lTCllAT:C CCl'-:TF:(Y_L[R AND ITS ASSCC!ATED cCJ!t'MC:NT S"All. 8[ IDU!T:r11:r1 W,Trl -~ SIGN :J[AJ'il';(: THE ',\ORJS "RECL>IJMED WATER uSEcl FOR l'<RIGI\TIO~J" I") E~JGl,.i5H nl[; s~;,\!;J1 S,H, WITH BLACK LET~t.F<S 1 INCH HIG--i or~ A ~Jh'Pl.E 8ACK(":f~0Ut~O. 'i T $1:~··: '.·>·ALL 1:-JE PL.,\CE[, SC Tc'AT IT CN, 3[ F'cADI!_ f SEEIJ BY A',jY 0P[,~AH:::r.s PlR':<JrJl<EL UTILIZl',C TIE EIJUlf'I.AENT. INSPECTION Pf~CCEDURES I. CITY C0i<STRLJCT>ON iN:,PECTIOt, SHALL P,CLUD[c A ''.)CATl0'1 CF-PIP[ Ll'lES. B. l''ENCH DEPTH. C. R;,·ou,REO SEl'AF!t-.TIOll (H0Rl20NTALLY AND VERTICALl.YI, D. Pll"E IDENTIFICATION E. POINTS-OF-CONNECTION iPOC'SI. F, LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNiNG SIGNS ,',T THE SITE AflD OM THE TRUCKS HAULING f,ECI..A!~1[1) WAT[R (1F RECLA.IMED WA"i"(R IS US[D FOR CONSTRUCTION), Al< A"f'F<OVAl.. cETTEi< RE:CN'DIN,; THE ltJSPECTl(II~ OF THE PRO.!ECT SHALL BE 08TAINED FllOIJ Tl-(' C TY Al,D THE DISTRICT, NJ0 8E FORWARDED TO THE COUNTY DEPAFTMENT OF (l·IVIF:0\f.'[NTAL HEtc...TH F'RI0R TO Fll,AL INSPECTION AP!'ROVAL .. 2. 3. DISTRICT F 1NAL INSPEC"I0I, SHALL INCLUDE0 A. 8. c. D. E. F. G. COVERAGE TEST, AFTER COMP1.ETION OF THE SPRNKLER SYSTEM. TO DETERMI'•~ THE ADE0~ACY 011 COVERAGE ON 7HE AJ'?R0VED USE A9EA AND PROTECTION OF A?(AS NOT APPROVED f"CR REC[IVING RECLAIMED WATER. 'I, ARNING SIGNS AND L AflEL S. QUICK COUPL!kG VALVES, Al.' .. ASPECTS OF ,HE IRRIGATION CDNDrTICJNS INCLUDiNG Wlt-JDBl.0WN 'SPRAY, flU"l(:F"F. AM) P0N01l,G. RE0UiRED i>ROTECT10N OF ALL RESIDENTIA!_ AR,AS. RE0UIRED f'ROTECTI0N OF WELL, STREAMS, RESERVOIRS, ETC. CROSS-COtJNE: C: T IOI~. ANNUAL l'.SPEC ,ION SHALL INCLUDE, A COMPLETE INSPECTION WHICH SHOL/1.D COVER PAAT A. PART B•AND PNH G OF THE l)S TR!CT FINAL lr,SPEC" ION. REV1:10r,':, MUST El[ I.F'P/OV!,D E:!Y PUBLIC HEALTH CNGll~EEf?, CITY FLAl,NII-JG DIRECTOR AN[) Dl'.>TRICT U,G N[[R PR10R TO IMPLEMENTATION IN FIELD. DFCLARA~ION OF RESPONSIBLE CHARGE ---------------~--.,·--·- I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF W0f;'K FOR THIS PROJECT, THAT I HAVE [XERCISED RESPONS:BLE CH.,~RGE OVER THE DESIGN OF THE PR0aEC:T AS DEFINED IN St,CTION 670.3 OF THE BUSINESS AND PRCFESSIONAL COD[, AND THAT TH[ DESIGll IS COl',SISTENT WITH CURf'/ENT ST t>.NDARDS. I UI-J0ERSTAND THAT THE' CHE Ck 0" PROJECT DRAWINGS NJD SPEC1F1C1\TI0NS WAR\W~G FIECI_AIMED Wl'-TER DO NOT DRINI< BY THE CITY Of CARLSBACr AND THE COUIHY OF SAN DIEGO DEFARTMEIH 01' ENVIRONMENTAL HE/1LTH IS CONFINED TO REVIEW ONLY AN() DOES 'JOT RiLIFV0 " " L J,,v1s0 -AGUA IMF'URA NO TOMt\R 18" X 18" SIZE .016 ALUl,AINUM, .CE,O t,BS Pi.ASTIC OF/ STICI< -ON v1:~YL SIGtJS. ME, AS THE LICcNS[D DESIGNER OF WOR K, JF l~Y RESl'0NSIBL. ITIES FOR PRCJECl DE:SIGrJ. THESE l"LN.15 HAVE BEE:N PREPARED IN SIJ3ST \NTIAL CONFORMANCE WITH TH[ r,pp,;•ovED '()$Ct.PE C0NC PT PL.AN, w Ai[R C0l ✓SEfs\/ ATI0N DLAN, FII/E PRC TEC TI LNJ, A C NDIT IONS OF AP"ROV AL RELATED TO L AI-.JD,,C APl~-.JG. -·--D~TE--5,/1/41 ..... ·--·--·--·----·---· .. --~·----~--·-···--·· CA'll. Si3AD MUNIC:.i:>AL WIITEP DISTfi!CT . -~ . s~~ ... '-r--:::'. 4~ F'LUIINER, l)ISTRICT f~G l~1E£R Oo-io 28176 SAN DIEGD COUNTY DEPARWfNT ~~ j E~lR~I•:~-~~~~.: _____ 6 -,--"I; 1 ED BY< ·ocre ~, APPRCIV L !ll■ln!III Legend ~ Existing Potable water system -·-----F--t>.-Existing reclaimed water system --Proposed reclaimed water system Reclaimed water connection point meter and back/low Controller Location Rc<claimed Water -Do Not Drink" signs -See this sheet (12"x36") Typical ( 5 ea.) p,aces. _________________ ___, t-: ,,, ,,, . OPEN SPACE LOT 184 ~r----,-----,,.i.,,\ '!0 p 1bl.\ 11.-1 !ii' ,,--, • •~~~ , .. , .. , ....... , ..... __ H'IDRAU_IC F!AclleNT ELEl'ATI0>, . P.0 C. Si"ATIC PRL' URE --:: :,.:::-' - -~, . N H ~:_;;: ~-iif:;:::::- . -~ \ -~~;:\ I' . ,n 1w 11 I ~ \ + ---\ . -/ .~ -- ---~--1. . ----.. ~•-.·::-.:-:-.---~ -----·__.,,,,,;;O:;:'PE:-_-N_ SPACE LOT 1e0- 650 FT 268 FT 169 PSI .. ,,,,. ,,,,. 4Z,_STAT10N CX\'i ~C.>~U:J--l "PA" !:-,,ERl,~At,:!:NT Lti}-..8SCAP£ IND!V1DJAL OV,-'i~ER) 2" REClAIME METER ON 2--SERVICE LINF 2" 8ACKFLO PREVErHER DEVICE AND PRESSL.:RE REG' l .. ATOR rn; 2" PlUl✓B>NG 111,i;;;...li:wilo;iJ~.»',LVE 1-1/2" FLOW SE!s:SOR. SeTPRESS~~T~J_Q_Q~r~pS~l;._ _________ ....J ··~ oc •;~~JECl LOCA110N KEY MAP GRAPHIC SCALE I'= 200' I I I ~ SHEET INDEX ---- CMWD TITLE SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICATIONS SHEET 1 2 3TO 5 6 7TO 9 10 TO 11 12 13 TO 15 16 17 TO 18 r--·-----------------------·-------J ! uAS BUILT" r O(o -::::=~ < ,.~••··~-;_,-, Da1,~: -'1,lffl_ TITLE DA1E CITY OF" [NCIIIIT AS VICINITY MAP ,..,,._, ____ .,,-..,...,.,...... ., -- NOT TO SCALE ( ')~~~ Lendsc&pe Archil<•olure • Pl!innlng Lil Jolla Centre II -9255 Towne Centre Drive, Sulle [140 " s~n Diego, CA g;n21-3002 i.., , 5H~ 550.]5~/5 • F'ax Sb,().15-8O REVIEWED BY: Rt'v ~-!~i:·.:= n·,L..s l bt i~p~,r c ,'eJ :l, ~"u:. I .: -'. ':' • t ~ ~rqire-::,., 2:\y ~la:1:,119 Dire:. t.~.; &: '.~·i: ' r" i C: ; :..n~i1r;ee· prior "[ (., 1 rnr., 1 E' rn e 1: i:11 {1 r1 II /,f :c. ---·-·--···-·-·-···--~-~--·--·-··--·· Fl[V IE•ED av: ~~ 7/Z!>/97 i'NGl"l.rn"ING PLAl<U.ECKEH [1A T[ -------~--DI::; TR !CT AP:JR[iV[[) CHANGES --·-···-~-~~-------·--- No. De~,cr· i pt ion Ap~roeed Dot~ -·----- -~-·-~----, .. ______ ··-·--- ···-·------···---~--- -•-,--m•-~•-••~-- DEVEL0P~R' ADDRESS:12 s TEL[PH'.lN[: (619) 793-2580 -·-···~-·--.~.,.,,-.. ~ DATE PLAN -·■---·--·- - Descr i pt i oo ------------- Loco+ ion-~-------------------·------ R•~Cord Fr·om . E l evct i or·1 ~~~ PRIV"1[ IONS I Tl I RECLAIMED 11-ATER SYS TE~ Fl1P: RANCHO CARRILLO VILLAGE: 'J' ' t,PPRDVEIJ -z~ ef.L~ --: __ , ,_'Z/~ ~-"----=---------"--'---z_;;.S-9 7 ~ 1.ss,;'AN·: PL~i"NG,AJIRECT □cl DATE '--' Dr wn ---, PRD.IECi NO. l JRAW_I_N_C_:_N0-.---1 f. > ~ .-.-----·--··-·-·-----'--·------.. ,..-,-..-,... .. _____..,,__ .............................................. ......__ = .. :.:.-.=::::.-... _--___ -_-_~_o_tt._,rn:=. ___ -_::::===----__ =:J:~_,e_c1_,.,,_o_·_-__ -~'----C-T_9_3_-_0_1 _ __1.• __ 3_5_2_-6_L _ __.J~ CMWD 97-526 ,'I NOT TO ~CALE. CITY · OF 0C[ANSID£ ,, . VICINITY MAP NOT TO SCALE Q_!ifilBAl._fillTa s ... , 1 . TH~ CONTRACTOR MUST NOtlFY THE CllY PL.AN CH ECK CON.SULIAN1 (819) d38-1115i:, e'.XTENSION #4221, 72 HOURS (THREE WOAKtNG DAYS), PRIOR TO STARTING CONSTRUCTION. J. 4. 5 - 6. 7. fHE LANDSCAPE OR IFHUGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE; PRIOR TO INSlALLING LANDSCAPE IRRIGATION 5YSTf;.M_ VERIFICATION SHALL 1;!1; MADE WITH THE APPROPRIATE WATER DISTRICT. ALL REDUCED PR~SSURE BACK FLOW PAEVENTERS SHALL BE TESIED AFTER INSTALLATION, RELOCATION, OR R!:PAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-:272:2, EXT_ 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DE:Ve.LOPEA/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY 01" TH~ resr RESULTS TO Tt~E CARLSBAD MUNICIPAL WATER DISTR1C"I', 5959 EL CAMINO REAL. CONSTRUCTION SCHEDULE· A. PRIOR TO ISSUANCE OF GAAOING PERMITS, THE APPLICANT OR APPLICANT'S AGENT 9HALL OBTAIN CITY APPROVAL OF A CONSTRUCTION $CHEDULE AND/OR EXHI8IT OUTLINING THE TIMING 0~ IHE. SLOPE PLANTING AND IRRIGATION. B_ SPECIAL CONSll:1EAAIION $HALL BE GIVEN TO WATEA ANO ELECTRICAL SERVICES. C. IRtllGAT!ON ANO PLANTING SHALL TAKE PLACE AS GRADING PAOGAl:!.SSES, ti. lHE; SCHEDUL~ $~ALL SHOW TIMING OF CONSTRUCllON OF FREE-STANDING, RETAINING ANO CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. ln~IGATION: A, INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHJ\LL COMMENCE WITHIN 10 DAYS OF THf TIMI':: WHEN EACH SLOPE IS BROUGHT 10 GFl:AOe AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING: A. PLANTING ANP IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNOER NO, S SHALL,. BE COMPLETELY 1NSTALL£0, AS SHOWN ON THE; APPROVED PLANS, WltHIN Jo DAYS AFTER THE IRRIGATION INSTALL,ATION FlRS1 COMMENCES. SLOPE PLANTING STANDARDS: A. SL.OPES flE:QUIAING EROSION CONTRO\. MEASVRE;S AS SPE;CIFIED HEREIN SHALL BE TREATE:D WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: B. C. 1, STANOARD 1#1 • GOVER CROP/JUTE MESH 2, J - COVER CROP SHALi. SE; A SEED Mix; TYPICAl.LY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES. CLOVER9. AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PIAOA T 0 APPLICATION. THE COVER CROP SHALL BE APPLIED AT A AAH: AND MANNl;A SUFFICIENT TO PROVIDE 90'% COVE;RACiE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL E!E AS APPAOV~D BY THE: CITY ANO STAKED TO THE SLOPE AS RECOMMENDED BT THE MANUFACTUR~R. JU"rE MESH SHALL SE REQUIRED WHEN PLANTING; OCCURS BETWEEN AUGUST 1.5 ANO APRIL 15. DURING THE: RE:MAINOEA 0~ iHE YeAR, THE COVER CROP AND/0~ JUrE ME;:SH MAY ae USED. STANDARD iti -GROUND COVER ONE HUNDRED (100%) Pl;;:RCENT OF THE AREA SHAl,.l. 61;; PI..ANTEO WITH A GROUND COVER KNOWN TO HAVe EXCEl.l.ENT SOIL BINDING CHARACTEAISrIcs (PL.ANTED FROM A MINIMUM SIXe'. OF FLATTED MATERIAL AND Sf>ACEO lO PROVIDE; FUI.I.. COVERAGE WITHIN ONE YEAR), STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS {PLArrre.D FROM A MINIMUM OF 2-3/4 /NCH LINeA9) 9HALL COVER A MINIMUM OF SEVENTY (70%) P~RCENT OF iH~ SLOPE FACE (AT MATURE SIZE). STANDJ\RD #4 -TREES AND/OR LARGE SHAU8S TREES AND/OR LARGE SHRUSS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAtNErlS) AT A MINIMUM OF ONE (I) PLANT P!:R TWO HUND~E:D (200) SOUA~E PEET. AREAS OF APPLICATION -SLOPES 6:1 OR STEEPER ANO; 1. 3 ~E:.EY OR LESS IN 1/1::RllCAL HEIGHT AND ARE ADJACENT TO PUBLl~ WAl,.tr,;S OR STRE;ETS RE;QU!RE A MINIMUM STANOARO lfl (COVl;;R CROP AND JUTED). 2. 4 FEET TO 8 FEET IN VERTICAL HEIGHT AEQUIA E STANDARDS #1, #2 AND #3. 3. IN E:.XCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. SPl'..CIAL CONDITIONS 1. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COV~FI CROP) WHEN THEY HAY~ ONf OR MORE OF THE FOLLOWING CONDITIONS: 1 ) SHEET GRADED PAOS NOT SCHEDULED FOR IMPROVl:.M!!NTS WITHIN 6 MONTHS OF COMPLE1I0N OF AOUGH GRADING. A F'OTENTIAL EROSION PROBLEM AS OE;;TERMINED BY THE CITY. IRRIGATION AND PLANTING PLANS FOR: OF .VISTA 1 0 _ 11. 12. IDENTIFIED AREAS TD CONDITIONS lREATMENT. I I --L BY THE CITY AS HJGHL Y VISIBLE: THE PU8Lrc OR HAVE THAT WARRANT SPECIAL IMMEDIATE 0, AREAS TO BE HYDROSteOED SHALL r-'IAST Bl; DISKED o R ROTOTILLED TO PROVJOE A FRIASLE, LOOSE SEED BED. SLOPE IRRIGATION STANDAROS: A. WATER SERVICE: (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR Pi:;RMANENT, SHAl.-1.. BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION ~ . .:i-I OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. B. PIPE 1. ON GRAPE PIPE IS NOT AL\.OWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONOITlON OF THE SLOPE WOULO PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALL,QWF,O, IT SHALL BE THE GALVANIZ~O TYPE OR UVR RESISTANT PVC APPROVED BY TH~ CITY. LETTER OF CERTIFICATION (INSTALLATION): A., THE LICENSED DESIGNER OF RECDRO FOR ALL TH~ PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS SEEN INSTALLE:D IN SUBSTANTIAL CONFOr1MANC!; WITH THE APPROVED PLANS AND SPECIFICATIONS. AS-BUil TS: A. B. c_ D. E. PRIOR TO RELEASE OF BONDS, AS-BUILT 1..ANDSCAPE PLANS FOR THE! BONDED WOl=!K SJ-tAl.l BE SUBMITTED 10 AND APPAO\IED BY Tt-lE; CITY, CONTRACTOR SHALL DRAi:T AS-SlJIL.T INFORMATION ONTO HIS FIELD SET AS WORK PROGRl;SSES. CITY INSPECTOR SHAl.L APPROVE CONTRACTOR AS-BUILTS SE;:FORE TURNING THEM OVER TO THE LANDSCAP~ ARCHITECT, ALONG WITH THE C!TY MYLARS. LANDSCAPE ARCHITECT SHALL ADD AS-BUILT INFORMATION TO CITY MYLARS ANO RETUnN THEM TO rHE PLANNING DEPARTMENT. PLANNING DEPARTMC:NT 9HALL AeVIE.W AND APPROVE AS· BUILT MYLARS D~FQAe OAOE.R!NG PRINT PACKAGE. VILLAGE J C.T. 93-01 / ...---_ / ~ ' ~ :;----"'"' __.-~:::::.. ---r I I KEY MAP 200 IOO 0 200 ◄00 GRAPHIC SCALE I'= 200' ---- ~'"" ~. I ',. ~ ' __--J ---- N j BENCH MARK 133S•OO.OO POTJ DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION, CENTERLINF OF El CAMINO REAL 0.28 MILE N'LY OF PALOMAR AIRPORT ROAD RECORD FROM• COUNTY OF SAN DIEGO R1800 1249•07.56) ELEVATION, 307. 87~ DATUM• M. S. L. ·--- DATE INITIAL . , REVISION DESCRIPTION ENCIN(tR OF WO!l! . . ' ' SHEET INDEX SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND. IRRIGATION DETAILS IRRIGATION SPECIFICTIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICTIONS SHEET NO. 2 3-5 6 7-9 10 -11 12 13 -15 16 17 -18 Landscape Archileclure • Planning La Jolla Cenlni II 9255 Towne Centre Drive, Sui le 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 "AS BUil T" APPROVED FOR PLANTING DATE· AND IRRIGATION ONLY, INCLUDING PRECISE REVIEWED BY: LOCATION OF PLANTING AREAS. INSPECTOR -~ I SH~E-T I w CITY OF CAllLSllAD PLANNING DEPARTMENT ~ - TITLE SHEET FOR: .. .. RANCHO CARRILLO VILLAGE 'J' C.T. 93-01 _L A~PROVtD: 7'!?5//J/ _ 7-'-S· 9!'1 ASSISTANT PLANNING DIRECTOR _ _ . DATE. '----· -.. -__ ., ---~ --' . OWN BY,~~--PROJECT .NO. .. . DRAWING W;,,,j DATE INlflAL DATt INITIAL CHKO BY, CT-93 .... 01 . 352_:-6L :J RVWO BY: OTHER APrROVAL CITY' APPROVAL ' . ' CMWD · 97-526 ' ~ NOTE: EXISTING IRRIGATION SYSTEM TO REMAIN CONTRACTOR SHALL.OBTAIN "AS-BUil T" DRAWINGS · FO.R; . .. . . . . LANDSCAPE 11\'lPROVEMENT DRAWINGS FOR EROSION . . .. . .· CONTROL/SLOPE REVE'.GETATlON .·RANCI-IO CARRILLO MASS . GRADING PROJEC"l"NO. HOP 9.l-.17 DRAW!NG N0 •. 331~1L CONTRACTOR Sf-lALL PROTECT EXISTING lRRtGATJON SYSTEM" AND INSTALL NEW SYSTEM PER PLANS. DAMAGE TO EXISTING IRRIGATION SYSTEM SMALL BE REP,i\JREIJ OR REPLACED IMMEDIATELY PER OFj!G.iNAL APPROVED?LAN.S AND ·. SPECIFICATIONS. . - I l_ I \ \ \ \ \ \ \ \ .. \? ·. \ \, /-... \ \ \ \ \ -11----I # I l I , ' '· . A3 1~ 11.t FOR IRRIGAlTON LEGEND SEESHEET_....>.L... __ _ 40 20 0 40 80 120 ---- GRAPHIC SCALE I'= 40' / / 1' :1 ~~\ ·. ,, .. ·•· . . . .. ' ,, ,, , ,, ,. NOTE.: A5 bL.llLT L~ND FD.?. • f7',.,Ce: Or c.u P-5 r-C. ~ F rz-oM CllP..-lb -A Landscape Architecture • Planning r L1 Jolla Centre II 9255 Towne Centre Drive, Suite 340 "" San Diego, CA '!2121-3002 619 550-1575 • Fax 550-1580 . ' ----------.. -·---·--·-- r l••···· \ \ \ ' \ ~···••'" --· , .. ~D~to I A s , ~ k/1L T II s]Q1,_'J f} /,.J/~ 9Af5 fy-aj. #c e,.a. ·D-3.:.Z-_,c_,; ( ) APPROVED FOR PLANTING AND IRRIGATIONONLY, 14.,,, ~7 ~-3 ·"?•-01 INCLUDING PRECISE REVIEWED BY, lbP~~ '2.· [C,· 0 9 LOCATION OF PLANTING AREAS. D.A TE CTJ (:IT)' OlF (:,AI.RLSBAD · 11 SHEETS I PLANNING DEPARTMENT 16 ,.._____ , . IRRIGATION PLAN FOR: ...... ,.,,._,_ -·· ...... RANCHO CARR I LLO ~----. RANCHO CARRILLO VILLAGE 'J' C.T. 93-01 -, J_.?..{. 7 l I ~"ROVED, /-:.:.//4// 1/v?q,x. . --· ·--··-· ---·-·· S~IST!'N!.PL~f-:11'1_1N~ DIRl:CTOR DATE ----··-· ... _, """"'"""" .. . . -....... -···-·--·-··· . ' F'fii:.:,'¥ l.P. --... --0/l"ln1 c>HA PS e,u11-c--r;:; . . . ··-·-··----DWN BY, _ -~1 PROJECT NO. DRAW NC NC. ~ ~All l~ITIAL DATE INITIAL BY;·--352-6L DATE. INITIA'.... CHKD CT 93-01 Hl vIsI01,1 DESCHIP I UN C TY APPROVAL RVWD BY; ,NGINEER OF WORK OTHER APPROVAL ~ ... CMWD 97-5 OTE~ E.XISTI.NGi IR.RI.GATIO,N SYSTEM TO REMAIN · CONTRACTOR SHALL 08TAIN "ASiBUILf:• DRAWING.$ FOR: · LANDSCAPE IMPROVEMENT DRAWINGS FOR ERciSION -· ' · CONTROL/SLOPE REVEGETATION RANCHO CARRILLO MASS GRADING PROJECT NO HOP 91-17 DRAWING NO, 331-1 L CONTRACTOR S.HALL PROTECT EXISTING, IRRIGATION SYS1EM .. AND INSTALL NEW SYSTEM PER PL-'INS. DAMAGE. TO EXISTll</G IRRIGATION SYSTEM.SHALL BE REPAIRE.0 QR R6PLACEO . IMMEDIATELY PER ORIGINAL APPROVED PiANS AND SPECIFICATIONS . .~----r\ ·····- \ \ \ I \ \, -!> .. ,.-~---····· . , .. ' . I, \ I \ . i I I \ i . I . i ' \·. i \ I 660 FT, 268 FT . J69 PSI 2"HECLAIMED METER ON 2" SERVICE LINE I , · 2" BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON 2" PLUMBING . > I \ \ .. • I \ ( I \ ,.," . --.,,•·\\ FOR IRRIGATION LEGEND SEESHEET ~---- 'I() \ \ 20 , N ~ --- --·-·~--- \ -- \ 0 40 80 120 GRAPHIC SCALE I'= 40' I· I~ .£lo ,~ CATE I\J TIAL / A. -- - --- / /. / /'./·_/ / / ~;~ 3Z2.lo / / ,~ ~, . ...,,., J>~ Dato~~ V~fSio~ Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 . -·· .. --- . ----- --. --··· ....... .bb-et.!1 I.:,_ DATE ,A ./ IA ,../ ..;. / ' I / / / 1~-"b,,C) ;:::i,IJIL T" /7/-- z//2/.,~ // /.-2,.. D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE REVIEWcD BY: LOCATION OF PLANTING L~t3¾ ~lti~-9 AREAS. . IIJSPt C:TO - -- I SH+T I I SH~TS I (:[l'Y lOF c:AJlLSRA.D ., .. PLANNING DEPARTMENT . ... --····· ·----IRRIGATION PLAN FOR: RANCHO CARR I LLO RANCHO CARRILLO VILLAGE 'J' C. T. 93-01 """" . APPROVED: ~5@ .. , .. --J..ZS--*71 . ------~ -~ ASSISTANT PLANG DIRECTOR- t!, ,A f -_ CA E DWNBY: __ '" TIAL ':'.f41E INITIAL --PROJ::CT NO. "'"" ,. CHKD BY: 2" MASTERVALVE 1-1/2" FLOW SE.NSOR ._ ____________ ...,;..::;iiiiiiiiiiiiSiiiEiiiTiiiiPiiiiRi;E;jSSi;U;iiR.:;E;;;A;;:T;:1:;0:;0 =PS;;l;;;.'iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii:.=;=--------------------------------------------------------------~====:::================~===========~~~====~~~:::.::~::~~~~t CMWD 97-526 I I DRAWING NO. RFVIC,101\ DESCf~l~'TION CT 93~01 EN(, N[[R OF WORK OTHEI; A n' 1--W VA L CITY APPROVAL RVWD 3v, 352-6L 64 -----·--_____ ,,_ I / / / / / I / /:" / / ./,, / ,. ... )ATE INITIAL / / /! ; / I I I I / / NOTE: EXISTING IRRIGATI_ON SYSTEM TD REMAIN _ _ 1 CONTRACTOR SHALL OBTAIN "AS-BU IL 7'' DRAWINGS 'FOR: -. '· LANDSCAPE IMPROVEMENT DRAWINGS EOR EROSION . , CONTROL/SLOPE.REYEGETATl0N RANCtiO CA-RR!-~LO MASS GRADING PROJECT NO. HDP 91-17 DRAWING NO: 331-1 L CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM AND INSTALL NEW SYSTEM PER PlANs.· DAMAGE TO EXISTING . IRRIGATI.ON SYSTEM .SHALL BE REPAll'lE.0 0/l){EPLAGED IMMEDIATELY"PERORIGINAL-APPROVED PLANS AND-.. SPECIFICATIONS.· - GRAPHIC SCALE I'= 40' -fl,\ ,/;J~ 7" J'/; ._• Oato -~ '1(2[_c~Cf II A(~ ._) 3UILT" ---·---· '"''" "" Landscape Architecture • Planning APP.ROVED FOR PLANTING AND IRRIGATION ONLY, La Jolla Centre II REVIEWED BY, 9255 Towne Centre Drive, Suite 340 INCLUDING PRECISE San Diego, CA 92121-3002 LOCATION OF PLANTING . -.. ,,., ,,,,., . . ..... ,,.,, .. ,.,._,, .... ,, __ 619 550-1575 • Fax 550-1580 AREAS. INSPECTOR DATE ..... , .. . . ... .. , ..... , , ... , . I S~ll I C[TY Of' CARLSIBAD w . """""' ,. PLANNING DEPARTMENT f) .. --. .... . -·----IRRIGATION PLAN FOR: RANCHO CARR I LLO --···-... ., ....... -· ,. ... ,., .. , "" RANCHO CARRILLO VILLAGE 'J' C. T. 93-01 ' APPROl/1-D, ------£/ /tZ,f' 7-:i.~-1/7 / /...7 ....... , _____ ,,_,_ ASSISTANTPlfiNNING DIRECTOR DATE ' ... , "" -- .. DWN BY:_ PROJECT NJ. )ATE INITIAL OATE IN TIAL CHKD 8 Y, RE\/ISIIJ~l DESCF,IR-IIJI~ ~ I 1 l;~;~ijN~. CT 93-01 CITY PPROVAL RVWO BY: ENGINEER or WORK OTHcR APPROVAL '----,., .... ~ L-------~------------------------~:MWD9~__.I:<' CMWD 97-526 lf:i·· .• AM-1'-j'-j( ,1~')(, IRRIGATION LEGEND -RECLAIMED WATER ,-- STRIP FULL .. HALF □UART. .::•sYMBOL•· /." L/C •'f·•••· frDESCRIF'TIOl'l/lVlANllf'ACTURERINIODELNUMBEFi ........ •·•·•·· ..•. ..... . RAD. I PSI. NOZ . . · PR:·,._,. . ·'·GPM ,.'· : . .-<·GPM··:· 1":.GPM ,,, GPM. OETj~ci': Nl V t RAINBIRD PA-BS SHRUB S!'_~~L!:J.!JNTER "HCV" ANTI-DRAINJ~;:'..s_ ____ 12' 30 12 2.01 2.60 1.30 0.65 A ---~-~ t---~ .. ~--.-~---, X V \Y RAINBIRD PA-BS SHRUB SPRAY WI HUNTER "HCV" ANTI-ORAIN VALVE lT 15 22SS 0.91 3.22 1.18 0.59 A -"'" ~- Iv( ;,/.,i RAINBIRD PA·SS SHRUB SPRAY WI HUNTER "HCY" ANTI-DRAIN VALVE 16' 30 16SS 1.56 1.61 0.81 A ·- --~~--@ @ RAINBIRD 1806 -SAM SrlRUB SPRAY 12' 30 12 2.D1 1.30 0.65 8 -· --·-·-6-1) (\'/) RAINBIRD 1806 -SAM SHRUB SPRAY 1T 15 22SS 0.91 1.18 0.59 B ---t,-- \{ RAINBIRD 1806 -SAM STRIP SPRAY 4'X30' 30 15SST --. 1 .2~ B -~ --····""""'"-· -·~~ 'g RAINBIRO 1806-SAM END STRIP SPRAY 4'X15' 30 15EST --. 0.61 B --o ... , • RAINBIRO 1404 PRESSURE COMPENSATING BUBBLER (2 EA. PER SYMBOL) . 30 -. 1.00 H ,. ,,-,•-••"••••-r• .a-•~,•-••-•• ~--..• -"·~~----~,.-,.-,.,,., ·-"•'". ", ,·, ...... ,,, .,,,,'' ',',' ' " ' ', ' '. ~-' '',, '' ,''. '"' ..... ., .. -·,·---· ,,,', ' .: "' :··_.:' /: · ················SHRUB ROTARY .ON RISER STANDARD ANGLE :,•·. . ?,i., .. ''.\). •: : . m mffi HUNTER PGS-ARV WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 38'-32' 30 9,7,'1 0.32 4.20 2.60 1.20 C ·----------.. ~~--- l4l /5) (6) HUNTER PGM-00-R WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 28'-20' 30 3,2,1 0.44 2.50 1.70 0.85 C -----t---·~-·~--·"' -~~"" . ... :.,. ,. : •'•.: ... : ,:,:, .,,, ,i ,:,: .::.::·:·_ >· ,' .:.::, :, ' ·t':.:.:::c ... :: .. :,.,, .. :::;:, . ·• . : , ....... ·:.,:-:.,.:;,::,,'::::: ... . " i, . "•' .. ,. 12"POPCUP STANDARD ANGLE:• , , . .... '·,.'::· ·:, .• .. ··.: --" 7 8 HUNTER PC,P-ARV WI FACTORY INSTALLED N02.ANO ANTI-DRAIN VALVE 38'-32' 30 7,4 0.32 . 2.60 1.20 D -~•-~•--~~ t-'-"~•·--·-~~ 9 0 HUNTER PC,M-12-R WI FACTORY INSTALLED NOZ. ANO ANTl·DRAIN VALVE ,s·.,o· ____ .30 ____ 3,2,1 0.44 -1.70 085 D .. --~·-· . ' :','" ":,'•",:":::: :· ,. .,.:,. NOTE: ALL SPRINKLER HEADS I.ISTEIJ ABO\IE SHALL liAVEA MANUFACTUFIER'SPURPLECAP Off NOiiLE INDICATING RECLAIMED WATER .· ·•· ··' . .:• ··''22 . . :. ' :. : : ':. ' ', ': :: ' : : .. , ' ': '" ' ·, ': .... , .. ,~., .. •~·r,·,--- <el NELSON #7605 QUICK COUPLER -1" ACME THREAD)-INSTALL WHERE SHOWN (APPROX.150' O.C.) E -•••~,m•="=•~ -~-~-- ---~--~;;~·Bl;D "PESB,: •-•••~-~-~•~•-~••=•M~-,--~---•~-~--MO~-•• -"•••••••v~w, PRS-8 PRESSURE REGULATING REMOTE CONTROL VALVE F . --~-----" -·- ___ (/)_ ____ ,, BALL VALVE-KING BROS. LO-TORO. MODEL (2"" SIZE AND SMALi.EA) KING BROS. BLOCKED TRUE UNION BALL VALVF.i2-1 12" AND LARGER) H • L - NOTE: ALL VALVE BOXES LISTED SHALL HAVE A."PUPRLE" LID INDICATING RE·CLAIMEDWATER > > ... . .. . . . . . . . . .. •. . . · .. · :,:,,, "', .· ./. .. ·· . ,.----··-··~---~~ --~-••~,N~••=••--, ____ ,.. .. ·-· CLASS 200 PVC LATERAL LINE (MIN, 12" COVER) "'PACIFIC CAL:,..:.:_~_ATER WARN" OR EQUAL NON-POTABLE PIPE ··-.•.. J -· •v,•.~-•----_,~,~.,~, ... ~-"•~-=•••••u"'~-•-•••••-••••"•'•--"'·~--~•"""'' ---PVC MAINLINE (MIN. 1~" COVER) SCHEDULE 40 PVC FOR 1-112" DIAMcTER AND SMALLER AND CLAS~ 31_5 FOR 2"_ DIAMETER AND LARGER J'. & I<. ...... '""-~----- FOR 3" -6" IN DIAMETER PIPE (MIN. 24" COVER) "PACIFIC CAI.", "_IY.ATER WARN" OR EOUALPRESSURE PIPE -~~-__ ,. --PVC SLEEVES ( 2 TIMES DIAMETER OF nm PIPE ENCI.OSED). ""PACIFIC 'e.':.k", WATER WARN" OR EQUAL PIPE I... FOR SLEEVING INSTALL AS FOLLOW: i-------,-,-~•-•~~-••as ...... •~~-,-~,~~"~w~••~a.••~ ••••~•-•-••• y "' ,. ,-~-··· •• _,_,, __ , ., UNDER VEHICLE PAVl!!G, USE SCH. 80 SLEEVES W136" COVER FOR MAINS, LATERALS, & WIRING ··-·---,_ ,~ ...... ~•-·--,, ___ ~--· UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/18" COVER FOR MAINS, LATERA~S.c.8.-:.'VIRING ··-···-·--_______ ,,_,, --·---- Ui<DER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES Vii 12" COVER FOR LATERALS •-~~••-~-N,n,~••~••••~••~.~---•--•• '"'_.,.,._c, ,,,·r,, ,.,~-r·~---,·-~ ~~c-·•·•• '"""-' ~ CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMoNT S>iALL Bo INSTALLED IN SEPARATE SCHEDULE 80 P'JC SI.EEVE ~=--l-·----"~ ---~~~~----"~~ ~,--· ,,._ ~-~~•"~~u,u=~•-•=••ms,•~~•,•--•• --~•,-•,~,••-'"'•""" STATION NUMBER •"-----~-,.,~. "~"••-••·' ,m,uo,,, I(~ --- GPM I\ ,_ :::: -·~~--~-... •~w~~•••••~'-''"""~•=~~-~-----,-••-"~" "~•-~~~ M -•-~ VALVE SIZE w AUTOMATIC VALVE -· i ~~, .... -.. --~~-·--·~~----·· ·-i,.-.........-~-··-l -·~----····-~~ ----··•-.,-·,~-==··'··~~~~-- IRRIGATION LEGEND (PRIVATE) HOMEOWNER POTABLE WATER .SYMBOL:\ :• •: ·.· .. · , .·::> ···•·· DESC Ri PTIONIMAN UF ACTIJRERIMODEL. NUMBER: ., ?i\i"<:<> ' : ..... ,:·." RAD. , · PSI;: .. · NOZ.;. -· 1 •, ., :·,' :PR ... P<l V t RAIN BIRD PA-85 SHRUB SPRAY WI HUNTER' HCV" ANTI-DRAIN VALVE 12' 30 12 2.01 XV\// RAINBIRO PA·BS SHRUB SPRAY W/ HUNTER "HGV" ANTI-DRAIN VALVE 20' 30 - 22SS o.~1 :©: \,(W RAIN BIRD PA-85 SHRl1B SPRAY W/ HUNTER "HCV" ANTI-DRAIN VALVE 16' 30 16SLA 1,40 - -;,,,,..':.:;/,. ',", ':: ·,:,:·., :· .'," . • .·.• .. • .·.• .· .. ·.··•··•· ·• s·· POP-UP HEAD > .::,\/(/({: ,_·:: :: . .::.:·:.: ,',"•' ·:·'/\ . ; ". :'",'.',',',.:,:.:·:·-::. _ ...... ,. ,"',", "," ,,,,•··:-· © (ill RAINBIRD 1806 SAM SHRU8 SPRAY 12' 30 12 2.01 Q0 RAIN BIRD 1806 SAM STREAM SPRAY 20' 30 22$$ 0.90 ·-6ct)@ RAINBIRD 1806 SAM STREAM SPRAY 16' 30 16SLA 1AO ! 1 •: > ,· .. ·.··•··<•· ·: <> > > sfiRus RoTARY.miFi1sERs'iiiloi.RDANoi:'Ei· ·.:: .. ., ';.:·:::::-:-:::::"•?: : •·:•·· ... (1)(2)(3) HUNTER PGS-ARV WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 38'-n• 30 9,7,4 0.32 (,i) (s) (6) HUNTER PGM-00-R WI FACTORY INSTALLEO Noz. ANO ANTI-ORAIN VALVE 28'-20' -•-~w-•,~•=~• 30 3,2,1 0.44 ' ,-..., r < : L: .. ·.· .... ·~:·. i .... ·:•> 12 .. POP-UPSTANIJARDANGLE ., -... ·. ·.,. . ' ·. ···' . ,, ... ,:--.:-· "•'"' "' .. .. --171181 HUNTER PC,P-ARV WI FACTORY INSTALLED NOZ,AND ANTI-DRAIN VALVE 38'-32' 30 7.4 0.32 •·=•=•=- Is 11101 HUNTER PC,M-12-R W/ FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 28'-20' 30 3,2.1 0.44 -.. __ ,,~ ... ,..._. ~~---· ' •.. ~ eo CHAMPION 200 SERIES MANUAL VALY.!:__\/Yi 262 ATMOSPHERIC VACUUM BREAKER @ WILKINS 500HR SERlsl_l:'RESSURE REC,ULATOR SPRING RANGE 75-125 PSI FACTORY SET@85 PSI !Ml POTABLE WAT1:R METER BY OWN FA ~-.. ~~~ 60 -----BALL VALVE -KING BROS. LO TORQ. MOD_~J2" SIZE AND SMALLER/ --:1 CAPPED MAl'.ILINE. FUTURE RESIDENCE HOOK-UP cu,:5s 200 PVC LATERAL LINE (MIN. 12" COVER) POTABLE -· ---PVC MAINLINE (MIN.18"' £Q;:!,_§:_RJ...§CHEDULE 40 PVC FOR 1-1/2" DIAMETERMJP ~~~- ' -' -' .. I "\ VALVE SIZE· MANUAL \ ·-·~~---... I PM I -· ···=-~ .. .. ··::-·-::-:: :-i<.·:,,.:· .. ::..·,-_·;-._·::" .. >:C::: OES:c~1P1J6N. :: <:-:.: ·:. ' ,., : ... · ... , , ·•·i i ),i .. ·r;, SYMBOL:· .. ',' ," ',' ,•., :'. ,. :.··.· :::::·, .,. . ... ·. ,: :·: .· .. r \ EXISTING ROTARY 12" POP-UP HEAD ' ,-..,--~------"-H~--~ -· ~~-~·~···-----·-~-- l'"-/) V EXISTING ROTARY SH8UB HEAD 1,,l_ll EXISTING NELSON 7645 QUICK COUPLER 1" NON-POTABLE .. f'~ EXlSTING RAIN BIRO "PESB-PRS"_PRESSURE REGULATING AUTO CONTROL VALVE ·-'P. EXISTING CONTROLLER CLOCK . ·---·-·--·--·----~-~-~-" ---~s,-,w "•"'""" ' tM1 EXISTING MASTER VALVE -;;i EXISTING REDUCED PRESSURE BACKFLOW PREVENTER I ~l EXISTING FLOW METER ·o._ EXISTING PRESSURE REGULATOR ,i ) -~ EXISTING RECLAIMED WATER METER -·-~-·-- ----,-CLASS 200 PVC LATERAL NON· PR§SSURE (MIN. COVERAGE 12·· COVER) NON POTABLE ,- ----SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER l. FOR 1·1/2" AND SMALLER AND CLASS 315 PVC FOR 2" ANO LARGER -· ~-... EXISTING VALVE NO. / ·-\ I-•-·---- /-~7-_j ... _ '-.. ~ - GPM EXISTING VALVE SIZE - ... ~------ L.-indscapt~ An:hitcclure • Planning L, Jnll.1 Centre JI ()255 Towiw Centre Drive, Sui le 340 S,lll 1/icgll, Cr\ ')2121-30112 (,\(J :,,;(,.-lS"/'i • I ,I\. ')C,()-1',.'~() - FULL HALF QUART. "=~"~"-~~- GPM I GPM ·. GPM · .. < OET. NO. 2.60 1.30 0.65 A "~-.. -~ 3.22 1.61 0.81 A 3.22 1.61 0.81 A ··-···--"~ -~•.a~ -1.30 0.65 8 ··--.. 1 .,;1_ ·-P.81 B ----~---. 1.51 0.81 B -······- 4 20 2,60 1.20 C ----~, . -~~-·--· 2.50 7.70 0,85 C -- ·~--... i """''"'""~ . 2.60 1.20 D --~---~-~---- ... ,. ., ,, -1.70 0.85 D ..... - _,, __ -, ... ,. ~-.. -~.,. ···---... a,.,.,, o_ , .. f' " I . . w .... ·- , --. ~--" ... ,.,._,,,~ -~-· ...,,- . ---- •'""~"""· - -- -- APl'HOVED FOR PLANTING Ar\D IHHJGATION ONLY, INCLUDING PRECISE LOCATION OF .. PLANTING Al{EAS. RCE REVIEWED BY· INSPECTOR "AS BUILT" EXP. DATE DATE .. ' CMWD 97-526 -·--·-·-·-,--·--·------.. -.. -·-----·--·--·-----··--·"-·--·-----·--··-·-·----·---·-·-·--------·-·------·-·----· ... .,.,-....... ....,----------·-----■•----·--------........ -----■----·----·-·----·-----·------■---------·-···---··-------·----■--------·-·---------------......_--____,_ ........................... _ .. ,_, _____ .,..,.,,.,_ •• .., ... ._. __________ ._. .......... ___________ _ 3" MIi\! "' ,~ \i' j, :t: l.i.l ;JI 1,. ·-·-. SIDEWALK OR CJRB--- SHFWl3 H[ AD ---·-·····"'"'"""" fJOTE: \ \ \ \ STAINLESS STEEL 'ii.I, T. ~;Pfi'.l'.!Kl.EI'< TIE W/ P"CIT[CTIV[ Vll!YL TUBlfK C2 EA) RE"()UIHE. <::I=•I,;·1NVL(:; 1-11:i:::11:s:; 1~,'!lrr:ur FN:Trn=:Y [\IST-',l.l E::: t•HlJ-:):-F,[1-.J IJ,:'.:il_\/[ ~.il!1; i __ [\l[O~P(IFicllE. P,\ :..>'-.-l.ilf'Vi .. fl.UV ~;11u: 1.:11-\'r,1. ·;r Pf, 1:, f'i'.\f~·r ,::ii:· ... ,1t: ';PRINKI F~ ~SS~~B.Y. ,,.i-n -·C1f~,',JN VAL.VE CH 01f::C~: VALVE SCHEDULE f.10 PVC RIS[R ELL PVC L.AT[lfi'AL 1°IPE '.,CHEDUI.E 131:1 l"VC fHl"PL.IE G" MIi~. PVC -~;~;,, __ J(,) TEE OR El,L. ,:)IJIICI-( COUPL.l':R \/.A:_ V[ .... HLP .... e:R.I\SS C:01.IPLII\(:: RED BH.I\SS ~IIPF'LE ... "' ···-··· -·-·-·-···-·-"-···-·-·--, .. , ... <." LONG __ Rf[l ___ E:R,I\S'3_ ~W _ E:UlOW RED BRASS l'ilPPLI: l.[N(;Hi .. ,AS l'?[OlJll,ED 1: IN !SH CiR,"iD[ ~----~ E,' F'OP-·UI'' SF'R:/'.1 Y HE 1:\[) ';/ / FACTORY lNS~ALLE□ CHECK IU\i .. VE: r7 ?lo E: l.L Li~ lTR~,L L. li l\lE GEAR' DRIVEN SH!RUEl FW ICH CHl'CK VALVE OR CDUPLE:FI US[ F/1.CTOR'Y INSTIIJ .• LED CHECK 2-MAl~LE): 90° STl~IEET EL.LS· SCH, 40 PVC TEE OR ----lWO STAINLESS SHTL HOSE CLAMPS W/ PROTECTIVE V'IMYL TUBl~IG r··---·-ill ALI{ /CUI?13 1 NOlE• ~LL LA TE ~.<IL LINE:S A~IC! 1'1 T TINGS SHALL m: 'ALEFnLl~IE OR [!)UM .. VJ. T. F'~'OOlJCl 92() SOIIHH .~sOREASEN C,RIVE, •·10Ii, (SCDNDID•O. Cl\ (1:,1•~·1 4SiO·di702 SCI". 40 l"'VC l"[TT[llG SPR!'1Y HEAD W/ FACTORY INSTALLED CHECK: VALVE: NON-PRESSURE LATERAL SEE LEGEND FOR DEPTH AND TYPE OF PIPE r::~· c; [: A F;i [) 1:~ 1 \/ E r·~ F~ () T () F< ( l~. )-~~i;"'s0~·i·--·--·--·---·--·--·-------·-·-·------------------------·-------··---·-----·-'• ........... J0--11,CH LIMEAR L[NGTl;i_OF Wlf?E;,_(QIIJJ2 WATEl'i f>f,OCW CONNECTIOI~ (I OF 2) . ,. ,. '" """··-·--·-·-·-·· V Al. vr;: ff.!M_O/ILJJ}[ F'Ul•IPLE_J .. ID .. ·-·--·-.. -·-·-··----·-·--·--·---·---· // A (' f.3 u I 1.-T il ..• ) A FPROVED FOR PL1\ \Tl Ni'' u A N D I RN.JG AT ION OhI,Y ' -····-·-- I \J C: I, L DI I\ C PHEC:ISE D 1~T r: f~L./, __ r· x·:i ----·-(~lf'~'1~~\ Lti n d21c,a p~t Arch i t.e,ctu.re • P.h!tn.:ni 11 g l,OCATION OF PLANTINC ~ .... _______ ,.. _______ , ______________ ,_,_,_, _________ l.& iolln Cent:re ill i1[V [ [W[C) [! 'I !~26~) To1~rnfi Cent.r~i Dr:lve. S1J1il1;· 13HI !RE'1'' Sa.I'll Dl~\O·, CA ~12 UH -:3; 0·0:2 \ -'-lJ •.. , ,) 6 ll I~. i~fE,01.l 6 , fi, '" l'',i:< 65'0.15:BCI -·-·· - I C\ o."'L C ·1 UH Ut.1 I t. ,_ __ u Y--•-•-•• ■--•---•---•--•-•-•--•-•--•--•-----•-•---•-•--••-~---•••-m-·-~·-~----· ·--·--------------., ... ······-···"·'"'-·-· . .. ·-·--·-··· I ---·-·-·--------·---·-·------------------·--·-----·------·-. .,,.,., .. ·-·-· _ .. , ... , . '.o He f I CITY 0 !◄~ CA RLSBA ID '.JIU, I ~; 7 ! IS . -·-· .. -·····-·······""-··-............. ... -·-··· ...... .. n ~Ir·~'~ ''II~ 1)[0 ~11 fMFN1' i .......... _,. __ ... .. .. ,., ........ , __ ,, __ , .. _, ____ ... ---·--···-·-·-"· "·-··-· , ........ ----·-·-···"·"··"-··-·-"-· .. -------···----·-·---·--··- !='RJU1· 'UN [I[ : ,~ [ .. ·:; r 1J1< :: ·-·-·---.. _,,_ -····· -, .. "" ... ·-·-- ···----·-"··---·-"'"'"-·-·-···-·-·"·'. ---·-----------·-·-------P ~ l\l!"'H() C ,l'\J~ R I I __ L .. 0 ' ) \ , • .1 ,_ .. -·-·-·-·-· .. ···-·-· -·---·-·-·-.... -.. ·-··"··-·-····-... ...... , --""'" .. ···-··-·"'"" VILL AG[ ' JI" -·---· ...... .. ' '' , ....... ,,·-···· "··-·-·-···-·-_,_ ... ····-.. ·-· ·-·-·-··-.... ·-·--·-···-· -... """'""'. ... ............ _ -, --...... ----····--·-··--------------------... -----c---------·----------------·--------------·---------·-----·--·-·----·--.. ··-·"··-·-.. -· .. ·· ·-----Z' ------·---·-·- 1\l'i'ilJv[I) ...... .... .. .. -· .... .. . ... -........ ·-··---·-_,~£4£ 7-M·f? -·-··-.. -···" -...... ...... .. , .. .... -.. ···-I-·-·-···· .................. ,~.SS I·) 1 l,N I r l imt,11 \J:1 I)[/~"~, l OF~ D1\H -·-----------------·--·-··--------· -.. .. . , .. . ... ....... ,,---·-···--··· . .... ,,. , .•. ••,•···-"·' ... _, __ , ·---·-·-·-·-·- J r··---i0110Ji:c:T Ne: . ..... ,. l ........ ,_.~, .... ,. . .. ,.,, ... , ....... -·-· .. ........ . ·-·-·-..... _._, __ . "·-·---····-·-. ...... , ... ,.,_,, .. "•"" ......... ,, .. [iW!'-1 8" -)".1,W IN(; NCI .. . . CAI[ I 1, 111 Al UA Tic \ IT I Al :, I Tl:' I 11 I I' I AL CI-IKD II'/: -·-·-····"·"'" f)[ \/ I ,::: I UI\ l')i'""('l'l I I" ., .. l [ll•j ------·-·-·---·-------------·-CT 93-01 352-GL l'NC Hl'EH o: Wl:IFIK _, • L. •• J ' UTH:I' APPHOVA. C I,. II ll'FKVAI. F~\/W[) l:l I: -. -· -.. ---···-··--·······-·-·-·-·-------·-·-·--·- ·----.... -·---.. --,-------·-,----·-----·--·----·-·----------·-·--·---·-,-··----·--------------------•--rL+""•--·----------------··-·--···-----·-··-·-----·-·---------.. ---·~-----··--------··------------·-----·--------·-......... -., _______________________ , __________________________ ................... _________________ , _____ _ ·-----------·--CMWD 97-526 _ , ____________ , ___ , ,, /' I / / / / , _____ _ OPTIONAL BUBBLER ,------------/ ISEE LEGEND) / RDIJTBAU. / I ---F !NISH GHll[)E' / / ·-·-------·------■-•-----,--- ,,,,~··/ ,,..,/ / / / / / ! ,4" l'VC: [lflll IN CAP/Gf1AT[ /,,/ ,//>i/ 1 ///·-·-·-·( BL AC K I ·--·-··--·-.. -.. _, ________ ,._ PRESSURE CCMPE~SATING " / / ···-·-·-·· -r- -! I Ii-: --· . 'I I I -·-·-I I 111·.'.·.·"·-'· ··-·-. ----1 I I i : : :: : 111 2!'·0" TOI" Of l"E:RM. FIMl9-I GRADE '/1/'H[I\I SHOWN AT TOP ON F'l AN. SPPNKl.[R H[,i,[I PERP[l·WICLJLl•R TO :',LOPE <l'YPICl,U MAJ NLINE P'IIP[ AT MIDDLE OF SLOP[ O~I PU'NS TOP Dlil AS SHOWN ·-·-···-·-"··· ... -... ·-··-·----.... -..... ____ _ PEflill. Fll,IISH Gl1/ADF TEMPOf,!NlY ElC:RM llllfJ. 6" Prn CLEN/NJCE EJAC:KFILL 'oEE SF'ECIFIC:ATI01'1S ______ , ____ _ __________ , __________________ ,_, ____ ,_, __________________________________________________________________ , --------------·-------------------------------------, ------------------■----·-··-------•-■---·--··--·-·-----■----- ],,!,~,,-.;;,,• .. -:;•,,· .. :··,--·~-··-> ·~',---·~·,, ·-~,. ... :;:.,.+ .. ;·~·· ,.~,, .. ~.··:1> .Y 8' ... 10'. ~ .. " .... e.~ .. ·-•~:· .... 1:'·, ... a.",._s,· .... .19.'.] .. 2C.' .<l", .... ,.J .. " 1i· 12' ·12' e." 1,:.' s'' ''" 9" 1:2· 12' 21' s", 1:i' (1' I~ 1-'J' IC 12' €,' TO 11' H ]~•·3a· 1:'1 I{° 11' 'C' lb'r-· ,., 14' a~" 1•' '4''1 16·, 1·€,'1 "~1· ·1.:j,r""·1~", F0H 13ilJ..L \O,LVES :Z·1/2" I~ lAf<GHi USE RECTANGULAR THERMOPLASTIC V,OJ.VF.: 80:< V At VIE BDX WITH PIJFIPLE: LID FINISl·I GRADE/TOP 01" MULCH 13ALI \I AL VI' W / UINION PVC F'IIF'E ExTnt SIZE AS REQUIFIE[I 'YPICAL PVC SCH 130 1•m'PLE .. 6" ,, fie-f~~ f1~ ro v'AL-¼c, -·----- ___ P_\~:~--~.c+t 4c, l~ __ ,::,;+ P'-, '"Y( ::,(;.tt ~.Q l,Ji'IIQN ,, .... \1,1\J.. V(: EIQX WITH F'LIRIPLI: l.lQ PVC SCH l:lQ_ 1'1f"PLIC: ICl.OSEJ f>vc SCH 4() lcLIL f'VC HL~ ~h,.1, ll'O-f1; ')e> ~ IL[l~GTH .I\\:, f<t:L.•U1H[[I) APPROVED FOFi: PLi', \TIN'.; ,\ND IHRlG/\TfON DNL.Y [\JCLUDI ~;c PHE:CJS[: ~~1-1\ .......... _ .... -.......... -·-·· E )( P L,OCATION OF' PLAN'l'J~IC A Jt[:AS t3UIL_T,.,, I -.. ·-·--···-·-·-··-·-·----------·--.. _ .. ____ -I [) ,I Tf 1----+----f-----·-···-·-· .... _ .. -.. -·-·""""· 1----+----f-----.. ---··· ..... ··-·"···" ··----·-···-·-·-------------··-·-·-·--·-·-···-·--...... ·----•--· ·-..... !RR!GATIO~ C[TA!LS IOR: ... -·-·-···-·-·-----------------.. ··-· -······-·· .. ··· ... .,_ .... -........ . 1----+----f----· .. ·-·--···-"· ... -.. -·-.. ··· .......... _ .. -·-·-"· ---,-·-.. -·-·--+----l 1----+----f----· .. ·-·--·· .. ·····-""-·-·-................... _._ ... -.... .. ' .. -·-·--,---+----l f----.. ·-·-·-. -''''" . ·-. -·-.. --·-·-·--·-·-------------+--------+ -··-·-·-··"-f---·-·- [NG I NE E11 IJf W'.:fW 1/E.. V l::: ''.JN Ut: SCH 11·' r I [I\I 1)1, T[ ;1,llli!L IJIIE IIHTIAL ..'.'! ' , _______ , ___________ , _______________________________ _ , ___ , ______________________ _,r-r. CMWD 97-526 --•-•---•------•--•-----------•---·-----------•---••---·----·------•-•---•----•-----•---•-•0,-.. .., ....... .,_ ......... ___________ _, __ M _ _,_,...,...,--..... ,..---------••--••------•-••---•--.. -----------•---·----------------------------------· ___________ .........., ________ _ cl IEVE .),.;_-:_ CH,1~J;/T FCR !F<RIC,~,TIOf,J PIF'E /l,NIIJ Wlf(ES ··~·-·--·-·--·-·-·--·-· -~-~--... ~--·- 1=11PE: SCHEDULE 40 PVC COl~T1c;:01_LEI/ SCHEDULE: 40 f"VC SLEf~ VE <T7F ._;IL -WIR[S '"I f'EI [ .:>.. :_ I -~,IZ[ ~--~·-··-·-·--·--·--·-·-·-~--·· ·-·-·--·-•-•=••-·-·-... -·-· ~I~" . .,. .. 'I .. 113 ')·" ,,_ ,_ ~-·~--~----·-·--·-·-·--·-·-·----· .__ ____ ~ ··-·-·-···-·-·-··-·~- 1 " ,,,.,, '1~1-24 2' .. 1/;~·· ,,_ ·----·-·--·-·-·-··-·-·----.. ----~---•~•-•-•••-•-•-•m-•-•~•--•-• 1 ·'/," ., .. 'Y " 2:'i <}6 -,., ,,_ l .. , .. --~ ~-~··-·------.. f-•-·----~-· ------ 1 • '/2" J" .:11 ··48 4'' \ ---···---·-·"·-~~ ~~--.. ··-·-·---·-·-··-·-·---·-·~------en~•-•- 2:'' 4'' 4':l · 72 6" ~~~~···-·-·--·-·--··-·-·-··--.... 21-1/z" r·· 0 --~-···-·~·~-·----... -·-·-. -------~ ,, I• _, r·· 0 ~·-·-·-·-·-----~-------~-----.----4-II r .. 0 --~-~ l·JOTE: SL.le EVE CHN'lT I'' ., F Of/ THE CONVE:NIIENCE IO THE CONTRACTOR. CONTl,ACTOI', SHALL PFWVIDE ADECIUATE PIPE :SLEEVE SIIZE: TO ,~CCOMMODAT[ THE. INSTALLATION OF THE IRl<IGATION PIPE Al~D Wl~i[S --·-·~··-·-·-··-·-·~··-·-·~------·----~~ .. -·--"··--·-· ('j·----)-~:~-~~~-!~~~~~~--.~~~~~~i l~---!~~-~~~~--~~ 13.!_C; /' T_! Ci'.~!_ F1 I P [ 8< I, ·--· _, l'.0 SCALE: , ............... _!<OT[:_ RECLA I MED WI\TEFI IRR!CA-!ON MAINLINE 111/S.LEEV[ 'vEFIIIC~.L CL.E,~IRMICE OF 1;/" MINIMUM IS MANDATORY \I/HEN CHOSSJNG PATH CF A F'0TA.BL.E ·111.-·ER Ln1E .. INSTAL.U\TIDI~ OF l~[CI.J\,IMEIJ WATEFI rnR.IGATIDI~ MJl,IIJL INE 2,1" FROM FACE OF SlllEWAL.K WILL PROVl[lE THE NECESS,IRY 10' HDRIZONTAll. CLEJIRANC[ FRoP~ f'OIAEILE MAINl.ll<l[ IN THE STl~EEL VI/IRE'S /----STFl[E:T SURF ~,CE: / POH,EIU: M~INL.IN[ (SET IMPRO\/EMEl~T DRAWIINCSI -;,L·-----·---·-------'~-------~ 1:1. MNIMUIVI R[OLIIIREDtVEl'1TICAL 'SEPJ:;::~--1~::~::::r-···-·-·-·-----.... _ , .. ... .. .. ((-,. , ---.,I_U I E 1/ECL ,"IIME D W <\Tl:R IRHIGATION MIIINILll•J[ .. · -I~:/) 1,1on:, ~LL FIECL.AIM[I) WAT[f? ll'i'RIG1HIOM PIPI: AND SU::i:ve:s SH,"IJ.L 1:IE PURPI..[ MJ[) LABELED AS SF'[CIFIED l~I: 'ST ~NDARD SPECIFIC,~Tl01~IS FOR PRIV~,n:: IRRIG,'II'ION SYSTEMS' 'CAPLSEJ,1,O R[Cl.AMA.IION RUil.ES AND l~ECUL.ATIOI\IS FOR CONSTFIUCTICIN OF ,!ECLAIMED Wi\TER M,~INS'., OC:IOBEFI '1!~93• PVC SCH. 80 Nlf'l'LE PVC SCH.40 Ei.EIOW ("fY}-F) F~ IE:S SL~< E ~~ E G LJ L .AT O I:< \ I NO SCALE ·-....~ ... - TO IRRIGATION SYSTEM 1" '.',CHEDLILE 4(1 f>vc MAII\LINE UNLESS l·IOTE:CI OTHERWISE 1" PflESSUf,E REGULATOR' SET AT /I', PSI T'r'l'l{:A. SEE DET)lll. 'S' 1" l:lALL Viii.VE SEE l)[TAlt '.J' ____ ,, ____ , ____ , __ . -- 1-1/," C: AIPPEO Ml'JNI. INE FOR R[SID[ljC[ J<'.," POTAl31..E WATER M[TEIFi EIY OlHIERS SET LEGEl"ID FOR -,, Ml'Jl<IL.INE DEPTH -i 4" Mlt\l .. /-~--- MMJI.J,~I-C:Of,ITROL VAL Vf_ 4" [)l~,METEI'? I°\/G SL[E'VE' WHll':E 5,CH. 40 PVC MM_E AD.I\PTOR . -·---...... PVC M,om1 INF 'iio-CJ:l? Vv/ ,. ________ ··-----------· ·-·-·----·-············ .... -v ~JF<E \/E N T [ R -•----•-•------••--•-•-•----n i\ PPROVED FOP PLA 4/ ~-/~~6 ; '\, A ND IRRIGATION 0 I\JCLUDJ~;G PF<F:Cl <= ~- La nci!lo-ape Ard1iteel:ure • ?le.nning LOCATJO'.'<I "r fl L,A N I.a Joi la C1!in1 !t.1·•~ II 'v' 92:;1; 'f1::Jw nl!• Centi-+!!' Dri "'e, Suite, 3•4,0 A RF ~ "' \ S1t1.n Dl,e~o. CA ,,Bl.21-3,002 '-,:) srn.1s~o.u:, '6, ,it F'e.i< 66'0.!MCI -- ·-""". ...... .. ·-------·---··" .. ···" .,, --· ---------·- -.... -,-------- •---••••-•o ,c·-----.------------------,-------------~·--....... •--~•--~--...... ,-,,~•-•c•-•-•-••• •• •• , .... ' ,. .. . -··--··-· __ ,_ .... ~ .. _,_, -"""~•···-··-·-··-·-· . "" , .. h••••••••••••••••-·----·-·-· .............. c·-·-·-,r··-· ... ------- ·-•--'••·····-"~ -·-----------.. """'" .. .. -. ---·-a,·-·-·-·· ----------·~· -···-" ____ ,,._ ------........ .. ··----- ---------·-·-· •••-•-••••--... -~•-•• """-""'""" -•-• •••• • • .. ... .. ......... ,. ----·--·-···--- . -·-----·"· .. .. .. ,, .. , ........ ,,,' .... "' .... ---·-----,- ... , ... --------------------- DHE IN I 11 Al_ []A 1-: ,~ I I Ail ()A[f. IN IT I Al Fi[ \/ . . l]N DE SC Fi ::i T l IJ 1,1 ------------ [l,C I NEER OF WI.IRK ' ::::, Cl T".' t1PPP;(IVAI_ :JTHcl< AF1PH[)'/A .. - !\TING NLY, <:' ]'/ ~_) [' -I 1'6F'E:CHIF, II A(' _) BU --------- --------t. l(I'. H 'I : ., .... ···-·-.. , .. I I__ T II -·--· IJ A I l. .. ---- l),l TE -------·· -----------------• .~ ....... "' .,,•,.,~,ws•, CITY 0 l"L /,NN F CARLSBAD ''.~HEE TS 18 i ~IG IJl'PAWME.N I ' .................... ,.~ ... ' ' ", ..... , . ., IRRIG~TI0N DETAI.S FC R: l,Pf'ROVED ,ISSJSlJ.NT f~ANCH VI () CARRILL.O LLAG[ IJII ---·-·------- ~,(}-9Z. li:'.:!011 DATE PI1CJ[CI NO. ORAWIM) N(). . l llvi~I ·11:,, .. C.H,D LW:: ___ _ R'IWD EIY: ...... ~ .............. .. CT 93-01 352~6Li .. ~ ------·-----------· --------------------------------· --------------· -------·-----· CMWD 97-526 ,..... ...... ' - SECTION 024'11 JARIGATIO_l'.J_-1,VSTEM _DART 1 · GENERAL 1. 1 GENERAL CONDITIONS: 1. 2 1 . 2. 1 1. 2 2 1 . 3 1 . 4 THE GEN!;RAL CON OITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDEO PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEc.VELOPMENT WILL OBTAIN ~.'-ID PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. A L ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN AC' 'OR DANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, t.ND REGULATION. ALL PIPING SHALL B~ CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATlrlG THI;; PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. p ERM I TS AND 1J!:!cJ_J_5.!::_s UNLESS OTHERWISE STAT\aD, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYME;,NTS OF CHARGES AND FEES, GIVE;; REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEME;;NTS MADE BY OTHERS AFFECTING THE WOfiK OF THIS SECTION. WATER METERS AND POWER M~TERS WILL BE THE; RESPONSIBILITY OF THE OWNER AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. RELATED WORK: . 1 LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS QUALITY ASSURANC~ .1 Q_l.,!ALIFICATIONS OF l_~JSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WIHJ THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'$ RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARL;,B_il.[)_RECLAIMEO WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION .2 CODES AND STANDARD~ IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAl. ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF HIE STATE OF CALIFORNIA, DIVISIONS OF lrlDUSTRIAL SAFETY. FOR ALL ELECTRICAL. WORK AND MATERIALS REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE .c..LI'L C~C_ARL$BAD RECLAIMED \\/ATER STANDARDS LATEST EDITIONS AND RULES AND REGULATION FOR R>,'CLAIMED' WATER SERVICE IN THECITY OF CARLSBAD, LATEST [DITIONS Af1E INCORPOR,\TED UNTO THESE SPECIFICATIONS [)Y REFERENCE WHE11E RECLAIMED WATEH IS PROPOSED. SU BMITTALS: . 1 SUBMIT COMPLETE' MATERIAL LIST PRIOR TO PERFORMING ANY WORK. • 2 SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUEsn:o. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. SUBMIT M ATEF1 IAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM. D !a.S.Q...R I P T I O N ~1/lNUFACTURER MQOEL NQ, 1 . PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAIN BIRD 1806-12F 3. ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCfi MATERIALS RE;MOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. .4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. . 5 THE CONTRACTOR IS RESPONSIBLE FOR SUBSTITUTED ITEMS. IF SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: PERFORMANCE PROVES TO SPECIFIED ITEM, OF BE AT , 1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWIN', D~FECTS IN MATERIALS OR WORKMANSHIP WILL 81;; REPAIRED OR REPLACED AT NO COST TO THE OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT . 2 THI;; GUARANTEE FORM SHALL BE RE"TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJE;;CT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DE;;FECTS IN MATERIAL OR WORKMANSHIP WlilCti MAY DEVELOP DURING THE PERIOD OF 1 VEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RE;;SUL TING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/DEVELOPMENT. WE StiALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE IN • THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE;; TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE TRE OWNERIDEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. B. PROJECT: (PROJECT NAME) 1.i.. MESA I;;\! 1.l~PRINT 1. 5 1.5.1 1 .6 1 . 6. 1 1. 6, 2 1. 6 3 1. 6. 4 1. 6. 5 C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ____________ TITLE: _________ _ TELEPHONE: SIGNATURE AND DATE:, _____________________ _ OBSERVATION: LN.S.P.E.GJJQ.tL...S..C H E DUL E . 1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR 0B$ER 1/ATION Of" l'HE LANDSCAPE ARCHIT!:.Cl' OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE·JOEl CONFERENCE · 7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES C LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING• 32 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING • 32 HOURS E C0Nf1 0RMANCE TO REGULATIONS FOR RECLAIMED WATER • 32 HOURS F. LATERAL TRENCH DEPTH CHECK · 32 HOURS G. COVERAGE TEST · 3: HOURS 1-1. FINAL INSPECTION • 48 HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF REGINNING OF WORK. (438-1161, EXT. 4221) J_ NOTIFY THE CITY Of___CARLSjlAD 24 HOURS IN ADVANCE OF BEGINNING CONSTflUCTION. (438-1161, EXT. 4221) , 2 WHf'.N INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OH THE LANDSCAPE COORDINATOR, SHOW EVIDENCE Di' WHEN AND BY WHOM TrlESE INSPECTIONS WERE MADE. . 3 NO INSPE.CTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THF., CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PRE:VIOUSLV NOTED CORFlECTIONS. OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL 81;; RESPONSIBLE FOR REIMBURSiNG THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95 00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL OE SCHEDUI.ED UNTIL THIS CHARGE HAS BEEN PAID. HIE CITY Will. REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PHiOF, 10 [JACKFILLING MAlt!LINE TRENCH. TESTING: GENERAL _ 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. IJ;.SJ.S \ , 1 MAK~ HYDROSTATIC TESTS ONLY IN THE PRESENCE OF TME RE:Pfll;;SENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY 1:!!\JOR STRUCTUHES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIi. IT HAS BEEN INSPECTED, TESTED, AND APPROVED. (INCLUDING AS·BUILTS) , 2 FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. 3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S I FOR A PERIOD OF FOUR HOURS. . 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES . 5 ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S"I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. .8.Q.,Lv.:'il!.NG SYSTEM _ 1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS ROADW,\YS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUC i AS POSSIBLE. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THf: IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUC!i CHANGES OR MAKE ARRANGF,Ml;NTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. ,J ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO TRAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. COVERAGE TEST . 1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE;; ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETl;RMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. Q_J Hia.G.LJIJ.! R I A L C O N T R __Q_L_1/'{Jflf_S , 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RE:SISTANCE TO ':.ROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. FINAL ACCEPTANCE_ .1 WHEN ALL WORK UNDE;;R THIS CONTRACT HAS BE;;E;;N COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR Flf,AL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. , 1 6. 6 MINOR ADJUSTMENTS 1 . 7 1 , 7, 1 1. 7 2 1. ~ .3. .1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD. RECORD DRAWINGS: RECORD DRAWINGS . 1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTli CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. • 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGeS THAT MAY B~ AFFECTED BY THE RE0UIREMEHT$ OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. . 3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE;; PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTl-i PRE;;SSURE AND NON-i"r:ESSURE LINE" . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCM INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLiED AT COST BY THE LANDSCAPE ARCHITECT. .5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INF0f1MATION ON AS•SUll.T DRAWINGS DAY TO DAY AS THE WORK 1$ INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH IS SIZE. . 6 UPON COMPLl;;TION OF EACH 1-NCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIM!;;NSIONS SHALL BE TFiANSFERRED TO THE RECORD ORA\1/INGS. FACIL.ITIES AND ITEMS TO BE LOCATED ANO VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLL.OWING: A. POINT OF CONNE;;CTION B, ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL. CHANGES.) C. GATE VAL,VES. D _ IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTf10LLERS H. OTHER RELATED lQUIPMENT (AS OIRECTED BY THE LANDSCAPE Al1CHITECT) . 7 MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME;; . , 8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALI.• POINT PEN). USE ERADICATING FLUID WHEN REDOiNG DRAWINGS . CHANGES AND DIMF.NSl0NS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE;; MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. .9 THE c.ANIJSCAPE ARCHITECT SHPLL PROVIDE A COMPLETE SET OF "AS-BUILT'" MYLARS TO THE Ci TY 0"" CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS· BUILT INFORMATION TO MYLARS. AS·BUILTS SHALL BE ON CITY ORIGINAL MYLARS. ffiNTROLLER CHART . 1 AS-BUILT DRAWINGS SHALL BE A?PROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE;; COORDINATOR BEFORE CHARTS ARE PREPARE;;D, _2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED f\Y THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. . 3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS•8UILT SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WliEN n,E DRAVIING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. . 4 CHART SHALL Bl;; BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLO.fl USED TO SHOW AREA OF COVERAGE FOR EACH STATION . , 5 WllEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE;; BE:ING A MINIMUM 20 MILS THICK. . 6 CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. OPERATION AND MAINTENAN(:;E__Mfili.\.!&S .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLE;;TE DETAIL AND PROPERLr PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PE;;RSONNEL ,0 UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER IN,ORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH l~ANUAL SHALL INCLUDE THE FOLLOWING: A Land.s(,1pc J\n:hilt.·cturc • Planning L,1 Jolla Ccnlrt, II 92.S5 Town<~ ('e11lrc Drive-, Sulh~ 340 -~.lll ]')li')',',l, ( A (J::'.(:?1,-1:HJ.:'.'. (1[1) '.1f;(].Jr:,7s,, 1·,1-... r;_r:;u l!~.C.:(l A. INDEX SHEF:;T STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE, D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT .2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED . 1 . 7 . 4 C.t!!a~C,K LI ST 1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PRO,JECT, USING HiE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIAL.$ APPROVAL C. PRESSURE MAINLINE TEST (BY WrlOM AND DATE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY. AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE;;) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED 8Y AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED B\' AND DATE) J. WRITTEN GUARANTEE;; BY CONTRACTOR (RECEIVED BY AND DATE) . 2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF FRO,JECT . 1. ll GENERAL R.£ .. QJJJ\3EMENTS: 1,8.1 CODE REQUIRET~ENTS SHALL BE THOSE UF STATE AND MUNICIPAL AGENC![S AND REGULATIONS LOCALLY GOVERNING THIS WORK, PF10VIDING Tl·IAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATION$, NOT CONFLICTING HIEREWITH BUT EXCEEDING THE CO\Jlc flLQUIREMENTS SHAl.L GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTIN,; UTILITIES. CONTRACTOR SHAl.L BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS, 1.8.3 CONNECTIONS SHALL BE MADE: AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MiNOF1 CHANGES CAUSED B\' ACTUAL SITE CONDITIONS. 1.8.4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY AU_ DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND r;ELATIVE LO('ATIONS OF ALL INSTALLATIONS. 1.8.6 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM ~ACH OTtiER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT 8E INSTALLED DIRECTLY OVER ONE ANOTHE;;R. 1.8.7 l)IELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH P!PING OF DISSIMILAR ME;;TAL MATERIALS. 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DHAWINGS" CONNECT NEW UNDE;;RGROUND PIPING AND VALVt:S AND PROVIDE ALI. Fl.,ANGcS, ADAPTERS OR OTHER NECESSARY FITTINGS FOR coraJECTION. 1.8.9 PFF1MISSION TO SHUT OFF ANY EXISTltJG IN-USE WAT!oR LINES MUST BE 01'\TAINED 413 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVEcOPMENT, THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF . 1 .8.1 C CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS • 1.8.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 1.8.12 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE l;;NTIRE SCOPE OF WORK HAS BEEN COMPl.ETED SATISFACTION TO THE OWNER JUDGING THE WORK. NO ·ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS ANO SP[Cll'ICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPE;;ARS ON THE Pl.AN AND NOT IN THE SP!;;CIFICATIONS, OR IN THE SPECIFICATION S AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, TRE HIGHCST STANDARDS WILL PREVAIL. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THI;; PROJECT. APPROVED FOH !'LANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF-l'LANTJNG AREAS. "AS ~UIL T" RCE ___ _ EXP. REVIEWED BY: RANCHO CARRILLO VILLAGE 'J' DATE CMWD 97-526 1.8.13 S.ERVICE BY THE CONTRAUQ& THE CONTRACTOR SHALL SERVtCE THE SYSTEM AT THE OWNER'S REQUEST DURING THF;; GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICr: IS NOT COVERED BY THE GUARANTEE. IF REQUESTE;:D SY THE OWNER, THE CONTRAyTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THic, FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLL!'.RS, EXCESS FLOW SENSING ANO AUTO• RAIN SIWT OFF SENSING SYSTEMS. TRAINING IN OPERATION OF ALL EQJ.JJE'.ME.NL FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAl. Di;;FECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS -STEVE MCCLEAN (619) 560-1600. PART 2 • PRODUCTS 2.1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKI.ER IRfllGATION WORK $HALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND- PERFORMANCE AS SPECIFIED. 2.1.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. . 1 fr1LYVINYL CHLORIQ!a....£l.E'.E_(POTABLD.;_ ALL PVC MATERIAL SHALL. CONFORM TO ASTM 01764, CELL CLASS 124548. A. PVC PLASTIC PRESSURE LINES; FOR PIPING UPSTREAM OF MANUAL. CONTROL VALVES SHAI..L BE PVC 1120, CLASS 315 (SDR 13.5) CONFORMING TO ASTM 02241 OR SCHEDULE 40, CONFORMING TO ASTM D1785. B. PVC-PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL BE PVC 1120, CLASS 200 (SDR 21), CONFORMING TO ASTM 02241. C. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAW;' OR TRADE MARK, SIZE, CLASS AND TYPE Of' PIPE, WORKING PRESSURE AT 73.4 DEGREES F, AND NATIONAL SANITATION FOUNDATION (NSF) RATING. . 2 POLYVINYL ~l:i1QBLQJ; __ ,£J£1;_('.'_ COLORED COOED P~'.J. FOR NON· POTABLE WATER: ( 1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCH ANO SMALLER SHALL BE PURc'LE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS 1254B. PIPE, ASTM 2241 FOR $DR CLASS PIPE, ASTM 2672 FOR "WATER WARN" OR EQUAL. PRESSURE MAINLINJ;_. 1-1/2" AND SMALLER PIPE ·SCHEDULE 40 PVC 2'" AND LARGER PIPE • CLASS 315 PVC, SOR-15.5 N_Q__ti:_P._8_1;2fil.l R E L AT E R A L : ALL NON-PRESSURE PIPE • CLASS 200 PVC PIPE TYPE _J_,_ GRAD!', I PVC PIPE: OUTSIDE DIAMET!'.R OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS w1n1 "CAUTION RECLAIMED WATER." SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE: MANUFACTURER. PIPE SHALL BE PURPlE IN COLOR. . 3 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRA$$. 2, 1. 2 FITTINGS AND CONNECTIONS: . 1 POLYVINYL CHLORIDE PIPE FITTINGS ANO CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR E:ITHER SOLVENT WELD OR SCREWED CONNECTl(i)NS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONfORM TO ASTM 02464 AND 0 2 46 6. . 2 BRASS PIPE FITTINGS ANO CONNECTIONq: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.1.3 RISERS: .1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS $HALL USE MA,flLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2 .1.4 FITTINGS; 2 .1. 5 .1 FITTINGS, IN GENERAL, FOR ALL INSTAI.LATIONS SHALL BE CONSIDERED INCIDENTAL TQ THE CONTRACT PRICE ANO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. . 2 ALL FITTINGS FOR PIPE THREE (3) INCHES ANO SMALLER SHALL BE SCHEDULE 40 • 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EOUAL. AUTOMATIC CONTROL WIRE: . J ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4164 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TD EACH CONTROLLER, COMMON WIRE SMALL BE Wr!ITE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL . 2. 1. 24 CONTRACTOR SHALL PROVIDE TO THE OWNER: .1 ONE (1) CONTROL. VALVE KEYS. . 2 TWO (21 WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER Hf.A[). . 3 ONE (1) 48'" TEE WRENCHES FOR OPERATING SALL VALVES. . 4 TWO (2 EA.) QUICK COUPLER KEYS AND TWO (2 EA.) HOSE BID ASSEMBLIES ( NON-POTABLE) 2. 1. 2 5 PRESSURE REGULATOR AND WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. I'__AFH 3 · EXECUT~ 3.1 GcNERAL REQUIREMENTS; 3.1. 1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONl Y, AND SHALL BE CHANGED ANO ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN CCMPLETE WATER COVFRAG!o. LOCATE AND STAKE ALL WORK ,I\ND OBTAIN APPROVAL. OF THE AnCHITECT B~FORE INSTALLATIONS. .. 3, 1,2 INSTALL ANO EXTEND SYSTEM AS SHOWN ON THE: DRAWINGS, ANO AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SP!'.CIFICATIONS 3.1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE H:E APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.1.4 fH:FER TO TH!c CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE 3. 2 .1 INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE , OVCR PLANS /IN[) SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPFlOVEO, INSTALLATIOM OF IRRIGATION SYSTEM: _EKCP,VATION ANO BACKFIL!.J.!i(;____Qf_ TREN_DiES; , 1 EXCAVATE TRENCHES, PREPARE SUBGRAOE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSP(CTl:-JG OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TE,ST AS SPECIFIED. POLYVIN_Yl CHLORIDE PRESSURE LINE (l.ESS THAN 3") PRESSURE MAINLINES ( 3" AND UP TO 6'"') f'OL YVINYI. CHLORIDE NON-PRESSUf1[ LINE CONTROL WIRE 18" MINIMUM 24" MINIMUM 12" MINIMUM 24"' MINIMUM . 3 Lt!!=NCHI_Li.G_l!:!BOU.GIL.11.6.!cAS WHERE TOPSOIL HAS BEEN SPREAD: ( 1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH ANO SUBSOIL ON OPPOSITE SIDE . . 4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS. AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON Ot'TAIL. . 5 REPAIR ANY I.EAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECiED ANO APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. . G BACKFILi. TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE ANO APPROV!':D MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUG'iLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. . 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, Ffl~E FROM ROCKS AND CLODS 1/2" AND LARGER. . 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3 . 2 . 2 1.!.N DER EX ! S 'TI NG AN Q__LQ_8.....ERQ£QS.lal___EP....l/.!c M EH.I .1 TRE.NCHES LOCATED UNDER AREAS WHERE PAVING, ASPHAL TIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TC 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING OF.VICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK . , 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC ORIVl'-JG. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITT.,D UNDER ASPHALT PAVING. , 3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES SETWEEN THE TOP OF THE PIPE ANO THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSUR!'. AND NON PRESSURE PIPING INSTALLED UNDER ASPHAL TIC CONCRETE PAVING. . 4 SECURE PERMISSION FROM THE 0WNl:cR/DEVEL0PMENT BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, ANO SHALL BE AT NO ADDITIONAL COST TO OWN E RIDEV E LOPM ENT. 3. 2. 3 INSTALLA.Il9JL0.E..l'0L YVINYL CHLORIDE PIPE· .1 BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. _ 2 THE PIPE AND FITTINGS SHALL BE STOREu UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BEP LONG ENOUGH TO AL.LOW THE LENGTH OF PIPE TO LAY FU1T SO AS NOT TO f\E SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. . 3 ANY PIPE. THAT HAS BEEN DENTED OR DAMAGED SHA.LL BE OISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND l!EJOINED WITH A COUPLING. . 4 TFlJ;;tJCH DEPTH SHALL BE AS SPECIFIED ABOV!'. FROM THE FINISH GRADE TO THE TOP OF THE: PIPE. THE BOTTOM OF HIE TRENCH ~;HALL EJE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OIJJLCTS. . S PIP!'. fNDS ANO FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOL.VENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A r~INIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIE;LD CUTS SHAI.L BE BEVELED TO REMOVE BURRS AND EXCESS GCl'ORE FITTING ANO GLUING TOGETHER. . 6 PIPE, SHALL BE SNAKE:.O FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. , 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING ANO SLIPPING UNDER PRESSURE, LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING . 8 NO WATER SHAlL BE PERMITTED IN HIE PIPE UNTIL iN$PECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 2~ HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING 9 PLASTIC TO METAL JOINTS SHALL Ell;; MADE WITH PLASTIC MALfc ADAPTERS, METAL NIPPLE HANO TIGHTENED, PLUS ONE TURN WITH .c STRAP WRENCH .. 10 PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMME:NDEO BY PIPE MANUFACTURER ONLY. 11 SOLVENT-WELD JOINTS: ASSEMBLE PEF! MANUFACTUREWS RECOMMENDATION. .1 2 ALL PRESSURE PIPE 3"' OR LARGER SHALL HAVE THE. CORRECT SIZED CONCREcTE THRUST BLOCK INSTALLED AT EVERY IHJRUPT CHANGE OF ALIGNMENT; AT GATE'. VI\LVES, TEES, El aow,;, CROSS.E;S AND ENDS OF PIPE HUNS; OR WHr::AEVER "fHE. C!'!'Y ENGINEER DEEMS ONE TO BE NECE::SSARY. TliHUST SLOCK$ $i,ALc. BE INSTALLED AS PER DETAIL. 3.2.4 IU$T£.LLATION~9F BRASS PIPE; 3.2.5 . 1 CUT BRASS PIPING BY POWER HACKSAW, CIHCULAH CUTTING M1'CH,cif USING AN ABHASIVE WHEEL, OR HAND HACKSAW. CUT NO P1PIN(; w,,c: METALLIC WHEEL CUTTEf1 OF ANY OESCf1IPTION. fllcAM AND f1FMi.;>'i, ROUGH EDGES OR BURRS SO ~MCOTH AN UNODSTRUCTED FLOW 1S 013TAINEO. . 2 CAREFULLY AND SMOOTHLY PLACE ON MAI.E THREA[) ONl.Y. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING 1$ NOT PERMITTED. REMOTE CONTROL WIRING: .1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. _ 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL ANO MAINTENANCE OF VALVES. . 3 INSTALL CONTROL WIRES AT LEAST 24"' BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINT$. .4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. . 5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2·112 INCHES OF INSULATION FROM EACH WIRE . {2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPI.ICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES U:,ING UL TRATORCH 3 HEATING TOOL. NO OTHER SPLICES Will BE ALLOWED. 3. 2. 6 AUTO MA fil ___ CON_IB.0LLER: (EXISTING) 3 . 2 . 7 ll..8.J....'l.la.$..; _ 1 ALL VALVES SHALL BE INSTALLED AS s:wwN IN THE DETAILS AND IN ACCORDAtsiCE WITH MANU•ACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED . , 2 ALL AUTOMATIC VALVES SHALL BE SIZED AS :,HOWN ON PLANS. GATE VALVES $1-!ALL BE LINE SIZE. . 3 INSTALL EACH CONTROL VALVE IN A SJ;:PARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES ANO 6" l'ROM ANY FIXED OBJECT OR STRUCTURE. 3 . 2 . 9 Y..A!._V_LJ)_QX; .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. ':ALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE ITEMS AND THE TOP SURFACES SHALL DE FLUSH WITH ITEMS LISTED ABOVE \ . 2 ALL. BOXES ARE TO BE MARKED AS TO THE TYPE OF VAL VE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 SPRINKLER HEADS: .1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. . 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFT!cR THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFl<":ATION BY THE Ai,::HITECT TO DO SO. 3.2.10 QUICK COUPLER ASSEMBLY: ! , 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11 "BALL __ VALVE,i; .1 INSTALL WHERE SHOWN AS DETAILED. 3.2.12 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND $HALL BE FASTENED TO EACH PIPE LENGTH SY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SlcCTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES $MALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ASOVE RECLAIMED WATER LINE. 3.1. 13 WARNING LABE;LS & SIGN: INSTALL WHERE SHOWN AS DETAILED 3. 'I. 14 WARNING TAG$: INSTALL WHERE SHOWN AS DETAILED 3. 2 .1 5 BACKFLOW PREVENTER; , 1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. . 2 EXACT LOCATION AND POSITIONiNG SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. 3.2.16 m..S_\lRE RI;;GULATQRc • APJUSTED REGULATOR PER PLANS 3.3 CLEAN-UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AFiEAS IN A. NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE A,LL DESRIS ANO CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL S NEEP AND CLEAN ALL. SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. END OF SECTION /\PPROVED FOR PL/\J\'TING AND IHHIG/\TION ONLY, INCLUDING PRECISE LO.CATTON OF' PLANTJNG AREAS. "AS BUiLT" RCE EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD !'LANNING DEl"AI ITMLNT ""' l,;~u;<7," ,._ /[__. IRRIGATION SPECIFICATIONS ~-/LJ~17 't<;f RANCHO CARRILLO DATE DATE ~!!/Jlffjf[}~ t.----+----l---------------------!-------l------i--l----J I VILLAGE 'J' Landsc.ipc /\rd~~~cl~~:-• l'Lrn11i11g ~======:=====1================================------=-====:::.::_::_::_::_::_:::_::_::_"'-----'+----~~--~--+:~--~~----1-1 ::.:=:==:==1:;:::;::AVE=N=_ID:=f='L=~=N=:l;;,N:;!G=~a::§:,:H/=Ecc=;=,-0=1,====_"'_=:::7.:.=~==~=r=;:===: L1 joll.1 (\·11trc ll L)2'.i:~ Tow11(' C:cnln.· ! hivL'., Suite-.'.'ViO ~~=--+-----+-----------···----------+-----+---+------+---- DATE INl11AL DAT( INITIAL DATE INl11AL ENGJNUR OF WORK RFVL,i Ci'-! DF SCRiPTiOl\1 OlKR >.f'PROVA(_ err( APPROVAJ. I' ,r--- 1 ~ \ '1,l!l !"11\');n, (·_,\ •>/.l2l-.1\l02 (i [ 'l :; ,() I 1,".-':, " ! ,\'\ 'i.'.;()-l c.;~h) ----~ ............... -----... ,-.;,.-•"'")n'>,c'-'"""""''"",._.,,._~,/o~·v'-"'•-_,,.-.S,,.,,,.._,~,.,,_•'""'-'"'--•~--'O._.~y,_----,---"---'---•---•"---•------------------,.;---,w,,_.,..,,,_-.,,.,,""'-_ _, • 'f.', CMWD 97-526 , ., 1,-ff.f;A Bl.UEf"'IIN' LOT 157-96-032 DATE: PREPARED BY: -·---·····---· .,.,,, ···-· JOB NUMBER: 315/97 96 032 i MARVIN H. TANIGUCHI -.. I••······--"·-····· JOB TITLE: R/\NCHO CAFU'11LLO VILLAGE "J" I HbL HYDRAULIC CALCULATION METER NO_ , SYSTEM: ~..:.1.9..r. 1 s1 1 _ I GPM: I STANDARD SYSTEM LOSSES SIZE •1 ___ _v'IA_"fERi0E::TER); 314" BACKFLOW PREVENTER(ATMOSHPEF,IC TYPE): 1" j -·-· [ MANUA~ CQNT_RQLY~~ Ve;:; 1 " IRRIGATION SPRINKLER HE'.'ID (QPER.0,!(t:J(3_F1'1_Ec,SURE): MASTER VALVE: PRESSLRE REGULATOR: 1 " . """" . ·········'····-···-. CHECK VALVE(INSIDE SPRINKLER HEAD): _ __ . .. ... I • . I BALL vACvE': 1 .. I PIPE FITTING (ALLOWANCE)~. HYDRAULIC GRI\DECHI\NGE .. . HGL OF STREET MAIN ELEVATION: I •••• , ....................... ,,., ., ...... ,.,......... I ELEV o~ IRR'G. HEAD@ HIGHEST POINT: i ·--L ELEVATlciNDiFF-ERENCE:: CLA s 200 PVC PIPE NON-PRESSURE S Pl E SIZE I LENGTH C'ffl ........ , .. , .. ,_, ______ ,_ -· 271 280 9 3/4" 65 7.2 1.85 1" 20' 13.7 0,49 1 · 1 / 4" 1 -1 12" 2" 2-1 /2" ---------- ...... ··-··-·-·f----- --1··----··········--·-·-·-·· ,. . . .... . .. . . . :SUBTOTAL 2.34 C[A S :315 PVC PIPE <PRESSURE MAINLINE PIPE SIZE 1 " 1 -1 12" 2" 2 -1 12" I 3" 4" LENGTH 70 . ·!····"'""" i 13.7 , ..... ,--f·-·········-, ...... ,.,. PSI LOSS 3 1 3 ELEV. DIFF. X.~3.'.I PSI LOSS 2.70 1.00 .......... 2.00 30.00 4.00 3.00 1.00 5.00 3.90 . . -·. 2.34 SUB TOTAL 3.13 58.0~ AVAILABLE Ffl=,3,SURE (PSl);f--_7~5_, o'-'o'--- AVAILABLE RES:DUAL PR~SSURE; 16. 94 3.13 TOTAL PRESSURE LOSS; ., 1---~----1 I .PRC:SSURE , AD~QUATE ~----~----~----~----,-----,-~----~ Page I PA38-96-032 WATER M~TER(MAX. FLOW 100 GPM); 7.80 2" 9.00 I BACKrcOW PREVENTER: . .... . . ! . . -. FiicMciri:: c::¢~.'.r:~-i5~y~i:v( ______ 1__" ---+-____ ;i_ ?9 ....... . IRRIGATlmJ SPRl~JKLER HEAD (OPERATING PRESSUREi; 30.00 I. .. . . . r,,~E!~~t¾~t~::: ___ 2.. ~:~~ , I. i CHECK VALVE: ] BALL VALVE. ·--2 ~ 1_!?_" I PIPE FITTING (ALLOWANC HYDRAULIC GRADE CHANGE HGL OF STREET MAIN ELEVATION: EL.EV OF IRRIG HEAD@ HIGHEST POINT: I ELEVATION DIF,-FERENCE: CLASS 200 PVC PIPE NON-PRESSURE r11'E SIZE LEI\CiTH O'M 3/4" 140 7.8 270 320 ........... , ....... ,. 5 0 ELEV. DIFF. X.4.'.'i.'.I PSI LOSS 3.99 3.00 l-'---2 ._02 ____ . 5.00 ..,. 21 .65 +----- 1" 80' 13.0 1. 94 1.08 ····-·---· -··-·-··-· .. --------· -···-"'·--. I 1 / c " 60' 22 .0 -------------~-----! 1 /2" 2" SUBTOTAL 7.01 7 .o 1 CLASS 315 PVC PIPE -PRESSURE MAINLINE .--···-··-··-----a------··--··--······•-,-•-·""'"'"'" PIPE SIZE I LENGTH GfM . .. .P_'.311:C),>:,S_ .. !. . . ... -· 1 · U4" 1 · 1 / 2" 2" 2 1 /2" 3" 960' 800' ... -·-,-···-__ ,, ___ , ____ , ... , ...... . .. , i "I"" 22.0 1.63 -------------! 22.0 0.48 i . ... ···-.... ····1-···-··-. ·-·-·-· ···-··-· -·-· ······-·-··· .... .. --sua i'oi' A-L-+.-.. -: }.·;y:::-J:-.:_:_:_ __ -·-···-·······2·•· 1 1 .. TOTAL PRESSURE LOSS; ., .. , ...... ,., ... , .. AVAILABLE f'RES§URE (PSl):f--~~----1 AVAILABLE RESIDUAL PRESSU.9E; . i . I -·-. f-.. "°A'-"O'-"EQ""'. ;.:UA;.;_T__,_E---1 Page: «~t1fit}~>~ \ "0. :,,-..,_ ... -<c:;-z ;j} \' -,~ :J;i / <..,,; ,1/' ,U;, :;<,;,,. ··--~ ,, •1/ t ( I .:--.,_ ' ,,-•. "':) ·~ _ _.-·' 1t .-I---··--· ·-.·.,'.: /5,'w",;' i • I ~ ; -7 9 7:.· uff-« l .,, .. , .. --~- -·· . ec::r~'-" /''"' /u,10 • ;::J; (,,..,, :,, ~!£'oi:cJ:S<:fo' ----.. -=-. ~---·· c Ar-chilcclun'> • Pl.1nni1lg ·"' Joli;, Centre 11 I H' Centre Drive, S\lil,· 340 --DATT INlll,\L L111d~,.1p l 1)255 Towi S,111 I (I -1 ') ,r; r. )icgo, Cl\. 'J2l21 ··30D2 ENGINEER Of WORK 10-1~7,~ 'I' l·,1\ 5;;0 '1SHU ---- - IRRIGATION NOTES WATER SOURCE 1. 2. 2. 3 4. STA TIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A l'U'-URl.'c Pl.'RMANENT 6£i0 l'T HYDRAULIC GRADIENT. HOWEVER, THE R[CLAIMU) DELIVEF,Y LINFS WILL CONNECTED TO A POTABLE SOURCE WITH HYDRALLIC GRADll'NT OF 660 FT AS CALCULATED, PRESENT AND FUTURE STATIC PRl'SSUl1ES WILL .9AN(if, FROM 87 l'SI TO 197 PSI. THIS W/\TcR rlESSURE INFOR~lATION WAS OBTAINl;;D FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. CAcClJLATF,D PRESS'JRE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS THE CONTf1ACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MFASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALi NOTIFY THE OWNERS' REPRESENTATIVE BLF'OnE BEGINNING INSTALLATION. IRRIGATION SYSTEM IS DIAGRAMMATIC ANO SHOULD BE VERIFIED IN THE FIELD BY "fflE CONTRACTOR IF CHANGES ARE NOTED IN THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT ANO OWN[RS REPR~ScNTATIVE PRIOR TO INSTALLATION OF IRRIGATION EOUirMENT. CHANCiES MADE IN THE FIELD MUST HAVE WRITTEN IIP1°fiOVAL F1'1OM T1,E OWN=R FOn ADc>ITIONAI. CHARGES TO THE JOB COcJTRACTOR SHALL INSTALL THE FOU .. OWING UNLESS OTHERWISE NOTED ON THE PLANS: A ALL LATERAL END RUNS Af1E TO[)[ 314" B, ALL LATE'RAI, (NON,rRESSURE LINES CONNECTED DIRECTLY DOWNSF1EAM OF THF REMOTE CONTROL VALVE) SHALL BE ONE SIZE I_ARG[R ·1 HIIN THE R[MOT[ CONTflOL VALVE C fvlAINLIN(c FfJD f1UNS ARE TO 1-112" CONTf1ACTDH SHALi. INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS AND CUf1BS TYPICAI_LY. NO SHl'IUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE Wll:.KS AcJD CURBS -SEF PLAN. POP-UP HEADS $HAI.I" BE USED WITll'N 10' or· AN\' f'f'.Cf:Sff<I/\N USl,. CONTRACTOH SHALL V[RIFY l,OCATION OF WATER AND ELECTRICAL POINT OF CONNECTION WITH 01//Nf:,. COI\TflACTOR SI-IALL PU: . .L NECESSARY PERMIT FOH WAil.ci. FI.ECTf11C.~L. AI\Ll TEI.EPl-:ONE . V[Hlr'Y WITH OWNER, . SYSTElvlS ON I HIS l'flOJECT ARE CONTROLLED JY COMPUTER 1m,1GATION CONTlOLLERS CAPABLE OF TELCPHONE COMMUNICATION, FLOW SENSING AND SOM[ HYOH!\UclC OR El.ECTHICAL DIAGNOSTICS CONTR-:)l,l.cf11 .. 0CATIO'J ARE SHOWN DIAGRAMiTICAI_LY F:NA!_ LOCATION TO El~~ Af'PHOV~D BY THE OWNERS REPRESENTATl'✓E . AL PIPE AND WIRE HUNS 11\STALLED UNDEH STREET PAVING SH/\LL BE SUcFVED. SLEEVES Sl-l,~I_L BE SCI!.. 8G PVC, ALL SLEEVES SHtd_L BE TWO TIMES THc: DIAMETER OF THE PIPE OR WIRE BUNDLE BE SLEEVED (2" MINIMUM) OR SIZED NOTED ON DRAW,NGS. CONTRIICT0f1 SHALL COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO lN:;um-' THAT HE I IAS ADc:OUATF-MEANS OF CONNECTION -SEE PLAN. 5. CONTRACTOR SHALL, BE RcSPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UIJDEl1GROL:ND UTIUTll.'S PIPES, AND S,RUCTURES. CONTRACTOR SHALL TAKE SCLE RESf'O-'JSIB LITIES FOn COST 11\CUf,RED DUE TO DAMAGE AND flH'I /\CH,IFN!" OF SAID L;TILIT:[S. 6. THE ll'IRIGATIQN CONTlACTOR SHAU" FLUSH AND ADJUST ALL SPRINKLE.RS FOR OPTIMUM f'Ef1F0f1MANCE ANO TO PRF.VENT OVER SPRAY ONTO WALKS, clOA.DWAY AND !CR PU.I. fllNG AS Ml..:CH IIS f0 0SSIBLE. 7 CONTl,ACTOH SHIii.i. INSTALL. "RA'NGU,\RD" AUTOMATIC SHUTOFF FOR •11F11GATION CO.'JTf10l_LEf1; MANUFACTIJREIJ RY WATER CONSERVATION SYSTEMS .Ne> INSTALL Pf:f1 MANU 0t,CTUf1Ef1S RECOMMENDATIQN 8, .NSTAUAIICJN Cle l,,\CKFc.CJW PREVENTER (REDUGED PRESSURE BACKFLOW cFH-'VENTlcH) SHAcL BE P[R STANDARD DWG NO, CETAIL W12 DATE'') AUGUST 1D9J, C.M.W.D SEE PLAN, le !>-ff llllCKI L.OW ASSEMBLY IS TO □E 11\STALLED ON A SLOPE WITH A ; :,Y11ZONT,C,I_ ro VEflllC,;L HATIO OR 4·1 OR GREATER, A TWO FOOT (2') HIGH RfcTAINING WALL MUST BE lllJILT SURf10LJNDI\/G THE ASSEMBLY ON THREE SIDES WITH THF OPl'NINC3 ON lHE. :JOWN Sill[ OF TH[ SLOPl:,. THERE MUST BE A MINIMUM TWO FOOT ,,2") HORl!.CN IM. CLEAHANC~. Rl'TWITN THE RETAl:,ING WAl.L AND THE llACKI-LOW ASSEM3LY ASSEMBLY MUST BE LOCAT~D IN AN AREi\ NOT SUBJECT TO FLOODING ONLY REDUCED PRESS\Jf1E PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE EllcEN APPROVED BY THE STATE OF CALIFORNIA D~PARTMENT OF HFALTII SERVICES AND CARLSBERG MUNICIPAL WATER DISTRICT WILL tlE USED ON TH[ WATER DISTRICT SERVICE WITHIN THE SEl1VICE AREAS OF THE CARLS£JAD WAT[-'R DISTHIC; MUNICIP/11.. WATER DISTRICT "· IN CASE OF WIRE FAILURE THE CONTRACTOR SHALL INSTALL TWO SPARE C')~JTROl Wlf1ES FHOM THE CONTROcLER ro HIC' FARTHEST VALVE ON EACH LEG Ci-' ; Ill MAINLINE. ·11-1[S[ WIRES SHALL PASS TNROUGH ALL VAl,VE BOXES ALONG THE MAiNLINE ROUTE. THESE WIRES SHALL B~ A DIFFERENT COLOR FROM THE 0TH~f1 C()NHlOL WIRES AND 8E LABELED p;s SPARE AT CONTROILER CA81N,0 T, IN TH!' '✓t.lVf IJ()X OF THE FARTf-'EST VALVI' AND OTHER VALVE BOX. 10, USf-. Of' HI-Ci,AIMHl WAlf'.fl RE.QUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE COI\Tf10L VALVES, QUICK COUPLEf~ VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. -',LL INSTALLATIONS SHALL BE ACCORDING TO GAHL SBAD H~CLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOSEH 1993 LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTl::MS USING R[C,.A:Ml.,:) wA·,u1 SH/Ill.. [)c COLCclED C()DED PURPLE. .1\l'l'HOVED !"OB. PL/\NTJNG "AS BUil T" ;\\Jl) lHHl(;;\T]ON ONLY, lNCLLDJNG PHFClSF , ,., ·' . '-· -' RCE EXP. LOCATION OF PL,1\NTlNG RE\11EWED BY: AREAS. ----~---~-" INSPECTOR DATE DATE: CITY OF CARLSBAD·-]SHEETSl I SHEET i --•-• -•~ " -• • ., wo· ~ -,m, •·--•-·-----• ------ 'I~ i _l'L:-tJ~INi,IJEP,~llfMlcfH L ls J ·----~·--·--"~~--.. -~,-, _,, __ L_. __ ·--~---_, .... FN CALCULATIONS RANCHO CARRILLO .. ·~~-·,.~~·-, ' --~-~----~---····-··-----· I VILLAGE 'J' --~-~--~ ....... ,--.,--- APPROVED '7'}f 5#P 7.;JS. 71 J ' I ASc;:sT Ari:!_f~NN INC DIHECTOF1 ·----,-·-· --~-DATE ·~~--"'" D'M'-1 BY: PROJECT NC. Ji DRAWING NO. DATE INl11Al. DA"!£ !Nlll/\L CHKD BY; ____ RE\/ISION DESCRiPTION OlHER APPROVAL QTY APPROVAi. RVWD BY: CT 93-01 ___ Ji 352-6L cmr:m::nn::::1==-==-~-""""""'7:n!L"l':, --- CMWD 97-526 / \ \ --- • I ----\ \ -... . I \·· . n:'W~tw Ml)( I ---LJjQi~~J~;;~~ft..t-lvq FIRE; SIJPBRESSION ZONE 3 ·....-.... ,' ' ' .. ti FIRE S1Jf>PRES$t . 'f'J~PRESSION ZONE 1-· .. ~. ~ . .. a ii'.(),c.,, . . -/..z. ~L/4.r6 · !Yd.- •I , .. ,.~,·-· \\ ,,;,,,,. 40 20 0 40 80 120 ----- GRAPHIC SCALE I'= 40' \ ' \ \ . \... . .... i \ ' . i i .. , '' .. ,. 1::' f::.:~::~\',~:~~- t .r, ' @ .?-61,\ •• I i i ' i ' \ --··-{• \ @ @) -Z,12-,.If \ t1 .. .. \ ! ~-1,,,£----\ \ \ I \i ·, >.,,' ®b~. ····· .. :·.. _,,-···--z~\- ----· \() ,,, ,, \ zltz..'7 \ \ ~-A~-I\\ □ . ···'" :.·.-, ..... ,,., .. ,,• .,, ... ·_;_ {,,~ V --- LEGEND omm11nity Theme Wall ()lrii'll'unity Theme .Fence iflage Tl,eme Wall Village Fence· I \ \ I \ \ \ \ \ ••••••• □o□n □□ ............ : .... • WALLS AND FENCES ARE SHOWN SCHEMATICALLY FOR REFERENCE ONLY. ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY . 0f\_~?f -= ji<llliltyr~--, U II /I C 31.JI 1. T" 4 (f;o 1,) al<~ / <,::1-t" * /-\ .) J); _1 Data~ . «_ofcit APPROVED FOR PLANTING r I\ Landscape Architecture• Pl;1nning AND IRRIGATION ONLY, L.1 Jolla Centre II INCLUDING PRECISE REVIEWED BY, 9255 Towne Cenlrc Drive, Suite 340 "-S.1n Diego, CA 92121-3002 LOCATION OF PLANTING 6l9 550-J.575 • Fax 550-1580 AREAS. INSPECTOR DATE 1-1q-'!'I t,f,JA VI\ --..... -~. .. --· ·~•6 ')."/,qq, LP, __ .,~~----·-·-··-- I 5 )~T I (;[rf y iOF f'AlllL§IBAD S"EETS <'.>'v'f,:C"' R..,,..,,m,-v'l' I ii .. --·-·-······-·-PLANNING DE;PARTMENT . ·-· ... . ........ PLANTING PLAN FOR: '-----·--.. ,.,., , . RANCHO CARR I LLO . . ., .. , ... _,, ___ . .,., -""""" RANCHO CARRILLO VILLAGE 'J' C.T. 93-01 .. . ··-_,, _____ .. "' . .. ... ·- ... APP'<OVED: if;?U 7;1.S'-97 --- . -·--··· ··-... .. ..,. ASSISTANT PLANNING DIRECTOR ()All - -----.... .. , .... . ... -... , ... DWN BY: l'IIJJ[C T NO. DRAW INS NO. DA Tl INl'IAL DATE 1,1-IA. c~ TE INITIAL CHKD BY, ·---"· _., ... ," REVISION DESCFill' I ION CT 93-01 352-6L LNGINELR OF WJR1. OTHFR APP:::;;ovt.~ CITY APPROVAL RVWD By' I • ------------------------------------------------------------------------------------------------------------------------------... <:" IC )A\-'997 I . I Fl E F,RE \ ' FIRE '$UPPRESSION ZONE 1~-___,..\..---,--~7"'::::clt4 ' . . . l . I . I \ z,,0_3 8 112- \-.-,,; \~~- ' ' ' ' CO,i.J' \::.:;~, ' ' \ s \ ' I .0¢,-t.,;;; •, ! i-7 8~ 9 z,'61,7 s ' ' ' ' . ' ' '?qM- \ I ' I ,s c.,,--6..L.-, J. ,. ····~···.·.· ... ······ .... \~- . ' ' ' ... ., ._,,--::·.:,,,,,•·" '\O ' ' I \ \ @) 300.0 I / /· // i ,.,]s;'l,e./ / 4 lo' r.,.T, \ ·-. ... .. ' t \\ \ \ \ \ \ \\ \ . \ .. \ .. \ \ \ \ '· \ • \ \ -40 20 \ 0 ◄O 80 120 ----- GRAPHIC SCALE I'::: 40' $..,-, ,-··".,.. / p;-· J' ·, . ,,,,-· ' ' ,. 1#/ .·· // ,, .· 1/ /. ;/N'.1/ / 1/· // I I ; I / / / / / . ' . ·, ' / / NOTE: / -~ / '/ // / / / / 3 fl). f.<;, / / ". / ,4 . ,4 / ,A / 4 / / ' J\:< r ' . .; r: ,' .":';...._ --....,:-("r-' \ • . ./ I /--....: __ . . ·------··-- /-"'-,,(.....,._..--- I • ' I' , I // ' ;~~~~~. ' f,; lJ ! 0·,~r-" --'-'" '·=,,·· '= --.,_, I • , I /--~--:::•·" L_J I / LEGEND Community Theme Wall Community Theme Fence •••••• □□□□□□ ······ ........... . ALL STREET TREES ARE TO BE A MINIMUM OF 3' OUT OF R/W. PLANTED Village Theme Wall ............ L,rndscape Architecture• Planning Li\ Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 Village Fence • WALLS AND FENCES ARE SHOWN SCHEMATICALLY FOR REFERENCE ONLY. ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCA TfON OF PLANTING AREAS. BUii_ T" RfVIEWED BY: INSPECTOR DATE I ·--+---+z_._· ---+-----< I s Hl4EE T I C rir y O lF CAR IL§ 1B A, D s HIEJ Ts PLANNING DEPARTMENT D ~===-====-==-__:=-::-::::::-::::::-::::::-::::::--=--=--=--=--=_J-'==~ PLANTING PLAN FOR: ------------------------+-----1------'----'---_J RANCHO CARRILLO RANCHO CARRILLO VILLAGE 'J' C.T. 93-01 l-----+--+------------1----1-----l----1-----l I APPROVED: --4y 7 J.S•'lZ t----t----t--------------------1------l-----l-------l----lL~~~S~S=IS=T=A:::NT=P:-cL~:-cN-:cN:-:l=NG:::;-;:~D=-IR_E_C-=·-T=O-::.R __ =-==-=-=·=======::::---'C'-'•A-'--Tc.c"~_J lr~ITIAI DATE INITIAL ~e~~Bi~,,:~--~ IL~~J~;-~c1 11 □;;;~6N~. I DATE INITIAL E,GINEER or WORK HEV '';IO~J DESCHIPTION OTHER AP 0 ROVAI CITY APPROVAL ~ \ ...._ ______________________________________________________________________________________ ::::::::_=.Jt(\ 11:55 ·, '' '-'-'---"~' i I y~ '.!il,. ~ .-. ' : : ~; .. ~. 3 · 1~¥L.-. ~: ' ' ·~·♦,;;.,,,rf', ·, ·, . '·.··\·.·· ....... ·· .. . . . . . · · .. · · ... ··., .. . ' ·. ·, \ \\ l , i; j/ '·,,.If~•-·:·•·•··.,., ., '•-✓:' . ·, ',,~ ... ~~~ 3':'Ji.3 I , -~ .... ·, .. .//,. , /,,, / 333.o g 3'3Z.,'l'.> 32,7.0 ' ,' I I ' ' / ' ' ' ' ,' ' / ' ' .. I + / r / ,, I / ,, ~// ' ' ! / NOTE: ALL STREET TREES ARE TO BE PLANTED A MINIMUM OF 3" OUT OF R/W, LEGEND Community Theme Wall Community Theme Fence Village Theme Wall Village Fence ., ..... □□□□□□ ...••••.......• , ••••••••••• • WALLS AND FENCES ARE SHOWN SCHEMATICALL y FOR REFERENCE ONLY ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY, // -40iiiiiiiiiiiii20~~;0 ----◄iiii0111111111111111111111111111111~8 ... 0 ____ 120 / '1\fi~t'~- r '- 1-1'1-1'1 ONA ~·"--·· DATE INITIAL FNGINEER OF ~ORK GRAPHIC SCALE I'= 40' I\ L, C ~ J!:,9'N '.'.'.le rJ. "" /c= u: '~«~ _I APPROVED FOR PLANTING L~ndscape Architecture • Planning AND IRRIGATION ONLY, La Jolla Centre II INCLUDING PRECISE 9255 Towne Centre Drive, Suite 340 LOCATION OF PLANTING S,rn Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 AREAS. "AC .__) BUil T" REVIEWED BY, -- INS"ECTOR 04TE II\ Kl'<Vt.::E Br4J.<SH ~&re.." -I '2-• /,q"l _t-t,_ ~ CKT17 (Qf ('.i\Rl§!BAD [ S1Ee-s I f }qfyi* ~ PLANNING D~PARTMENT _,,_ ~ .. ··-· .. ----.,. "' ···-~··· PLANTING PLAN FOR: CARR I LLO RANCHO •·- . -·· ·" .... ,, RANCHO CARRILLO VILLAGE 'J' C.T. 93-01 ····-·- ~ __ 7-,!$,: 72 APPROVED, " .. ~-· "' -·----··· . -ASSISTANT PLANNING DIRECTOR DAT c OWN B~ ~R1iii,:::-NO. DRAWING ~o. D~. l c lNIT Al DATE INITIAL CHK) BY, CT 93-01 352-6L REVISIOf, DFS C RIPT 1011 CITr APPROVAL RVWC BY, .... 8HER APPROVAi_ 1€,· ,)AN-1':l':l, 11:56 () I ,o / / / / / / --, //// 4 TREE TIES <MINl /~--TWO AT TOP OF _S_T_A_K_E,S // OTHERS WHERE NEEDED / TO SUPPORT TREE ,---TR.E.E STAKES._S{T __ _ ;' ,, OUTSIDE OF ROOTS/ILL , / . 4" PEflF._PVC_DRNN_PIP[ _ / TO BOTTOM OF ROOTBALL / W/4" PVC DRAIN CAP/GRATE / C8LACK) FINISH GRADE /J/ ___ §_" ~I1'!,_B_ASlfJ_ // ----------------- / A TREE Pl~ ANTING STAKING ON SLOPE l~O SCALE © PALM TREE PLANTING C ·------ NO SCALE DEPTH OF ROOT BALL SPREAD ON WN_L OR FENCE A'lD SECURE IV/PLASTIC TAPE OR WIRE SLOPE 1"/FT. 3'' MIN BASIN FINISH GRADE f;:,-=ll-::---;'--fi 11 ·--I --I ~\ -----= H-:~REPA8£D_BACKFILL~IK _ ➔ \ , , _ 1 n~-FERTILIZER TABLE TS =I I =1 I 1--= I II-~'.._~RO~OTBALL-SET CROWN I l ::::: -111 111 1' ABOVE F11,1SH GRADE 2X ROOTBALL © VINE PLANTING E ----- NO SCALE GUY WIRE REQUIRED _,, ___ -·----·-·--·-····--- TO SUPPORT TREE (3-REQUIRED! 4" PERF, PVC DRAIN PIP[ /--.·-·10. 80 T TOM--OF.-ROOTBALL .,..) / W/4" F'VC DRAIN CAD/CRATE / <BLACK) 5·• MIi,. 8ASII, ---·----·- / FINISH GRADE ~--------~---· OEA()l~AN <TYP,I ·--~-----·-·--·-·-"--~-- 4 "x 4 "x lB" RWD. ® TREE PLANTING & GUYING B ------ 110 SCALE @ SHRUB PLANTING ON SLOPE D -N~O----:S_C_AL_E _________________________ _ PLANTING DISTANCE SCHEDULE FEET ON CENTER 'A' 8" 1'-0" 1'·3" 1' -6 .. 2' ·O" 3' ·O" 5'·0' 8'·0" 10·~0" 12'·0" 20'-0" ROW DIST Al'lC E '8' 7" 101h" 11" I'· 4" 1· -g·• 2'-6" 5'-2" 6'·11" 8'· 8'' 10'-5" 17~4" PLANTING GRID SET BACK 1 I'' 1'·0" 1' -O" 1' • 6" 2'-6" 5'-6" 7•~ 6" 9' -6" 11'-6" 19'-6" • o o o • • • o oco+ • O O O • O • --~-+ 0 0 O O O • • 0 0 ••0000•11'\.. 0 0 O e e O O O ,~ ........ •11"' • o o ., • • • o out ®_G_R_O_U_N_D_C_O_V_E_R_PL_A_N_T_IN_G~ NO SCALE HYDROSEED MIX #1 RATE MIN, "q, BOTANICAL NAML _________ ~Q~_~ON NA=M=E~-,·-~M-~L..BS-'A~C~A-E __ ~P_U~A~E~/-G~E~R~M Allium praer:oxl . 4-- , Arlemtsia. c;,i1:1iorn1ca. Cc1still~ja jOrthocarj't..r$} e;i.;ser\a (purpur;,scens) 01rlacu:s punlceus Encelia calitornic.i Eriagonum r,1-;:eicul211um-+ Eriophy11urn confPrhHorurn E.schschol~i:;:1 californica Hemizcn,ia lascicul:iila (_;:islhP,nia calilorriic:a lolu:s scop:;i.r1us lolu'.!'i purshi~nu'.!'i2 Lupinu5 bic:;:olor Lupinus. succulentus: M.tlQ!.rT\;'1 li:t\lfina3 t~.H~i;-lla (Sllr1) pulclira Phac:eli.a r,;1.mos1ssima f1hu:s inteqrilolia3 Sal"vial me.ltir4:!c:;14 ~Lli.:t1.l.!1i;;bi v.Jn J~eJ!y_m~-- Comrnon Wild Onion 1 o C:ali!ornia Sagebrush 3.0 Owl's Clov~r 2.0 Mission Rod Monkeyllower 2.0 Bush Slinllower 4, O Calilornia 81,J(:kwheat 8.0 Golden Yarrow 2 ,0 CRlilornia Poppy 3 0 rasicled TMweed :? 0 Goldfields 3.0 Oeerweed 6.0 Spa,nish-cloYer 2_0 Pygmy-l~aved Lupine 2 0 Arroyo Lt1p•rie 2_0 l.:1Ur('I St1niac J.O Pu,pll)' needlegras'l, gr;;inc:hing Phaceli;;i. Lemonade-bt!rry Bl8¢k S~ge e lue ·ey_e_~_9J.sl.S..L ...... TOTAL POUNDS PER 3.0 2.0 1 ,o 2 0 -____ ,l.,.IL ... ACRE 55.0 95/f\0 1 S/6 o 50/50 2/55 4 0/6 0 1 015 5 35/7 5 98/7 5 15/30 7 5/8 0 4 015 0 NA 98/ 8 0 9818 5 9 5/6 5 I 015 O 9 518 5 8 5/5 0 i,S/50 . ___ 9_5/75 1 subjeet lo i'!lv;;iilabilit~. substitute Dicl1elos1(!-rYlrt1a p~Jl(;he!lurn if u,,avflilable. 2 subjec;:l lo ;,;iv:ailabilily substitute lo!us heerrnannii ii un:tv;iil;ible. 3 Th@$~ 5p_edes are t10l r~liably succ~ssful when pl:rnled lrorn seed. To e'1hanee polen\ial gerrn,nat,on, 1hese sew_ .. ~_iJ!,J)~ _s;t;:_arJ..Hei:, with hot water or in a sururie aeld soak (for Rhus ~J the day prior to s1;1eding." ' 1/t"L.ffe ~,;;e fi...N-IT"',, ,i,,,r-BRL\ffi MAN 1>6iPHBNr =Hl:55 COVER CROP MIX MIN.% --~!l.()JANICAL NAME RATE ---~C~O=M.MON NAM,~·---~LBS/ACRE PURE/GER~ Alyssum 'Carpet of Snow' 3 Alyssum 'Royal Carpet' 3 Lasthenla Chrysotoma Dwarf Goldfi~lds O.S Phacella Camp_~_oula~r=l•~---~u~. _C~Jl_f_o_rr,ia Bluebells Q.5 TOTAL POUNDS PER ACRE 7 .0 The following rnatedals shall be In the mixe~: Mulch -Conweb Fiber 2,200 lbs.laore Binder -Terra T21c 113 150 lbs./acre Fertili:ter 16-20-0 400 lbs./acre NOTES: 1. ALL, TREE;S, UNLESS OTHERWISE: NOH:0, SHALL NOT CONFLICT WITH PUBLIC U"r!LITIES AND SHAL,I,. 61;; l.OCATED A MINIMUM OF: 3· OUT OF PU':ILIC RIGHT-OF-WAY 5' FROM PAVING 7' FROM SEWeR LINES 2, AlL PLANTING AREAS. UNLESS OTHERWISII!: NOTll'.'0 SHALL INCLU e. D A COVER CROP MIX IN ADOIT!ON TO THE SPECIFIED PLANT MATERIALS. 3. INSTALL 3" LAYEJl 0110ANIC MULCt THAN J:1. SUBMIT SAMPLE TO Cit DELIVERY ro JOB51TE, i IN ALL NON-TURF Pt.ANTING AREAS 1.ESS STEEP y INSPECTOR FOR APi;iAOVAL rn:oR TO 0ULK 98/80 98/80 50/60 9BUJi PLANT LEGEND SYMJlOL.,_ ABBREV. BOTANICAL NAME COM__MO_NNAMI;.__ SIZ:.E REMARKS DETAI!, TREJ;.S 0 ARE. ROM ARECASlflUM ROMANZOFFIANUM QUEEN PALM 10' 8,T, C A 00 FIC f1UB FICUS RUBINGINOSA RUSY LEAF FIG 24"BOX HT. 7' MIN. X SP. 3' MIN. A JAC, ACU. JACARANDA ACUTIFOLIA JACARANDA 24" BOX HL 11' MIN XSP 5' MIN B 36" BOX HT. 11' MIN X SP. 5' MIN B 0 MEL. OUL MELALEUCA OUINOUENERVIA CAJEPUT TREE 15 GAL. HT. 7' MIN. X SP. 3' MIN. A 1,:,,e.-n:o.) ®() PLA RAC, PLAT ANUS RACEM0$A CALIFORNIA SYCAMORE 15 GAL. HT. 7' MIN. X SP. 3' MIN. A I QUE. AGR. OUERCUS AGRIFOLIA COAST LIVE OAK 15 GAL HT. 8' MIN. X SP, 3· MIN, A (0 SAM. MEX. SAMBUCUS MEXICANA MEXICAN ELDERBERRY 15 GAL. HT. 8' MIN. X SP. 3' MIN. A 0 TRI CON. TRISTANIA CONFERTA BRISBANE BOX 15 GAL, HT. 8' MIN. X SP. 3' MIN. A 24" BOX HT. 12 MIN. X SP. 5· MIN. B SHRUB.S l;,HRUBS CD w, fV,,:'.., ~i-.11/4. jW.;p;,-;,I I fl'-.!"'-j,,;,;~~ I!.. 1 GAL FULL, BUSHY. ~-r:41 D GOOD COLOR 0 NER. OLE.. 'PP' NERIUM OLEMJDEfl DWARF OLEANDER 5GAL. FULL BUSHY, ~-r -z.1 D 'PETITE PINK' GOOD COLOR @ Pll. '108, 'V.' PITTOSP(JnlJM TOBIRA MOCK ORANGE TOBIRA SGAL FULL, BUSHY, Hi. ,t1 D 'VARIEGATA' GOOD COLOR e RAP. IND. 'CLA.' flAPHIOl.EPIS INDICA 'CLARA INDIA HAWTHORNE 1 GAL. FUI_L. BUSHY. 141. ?1 D GOOD COLOR 0 I RIB. SPE. RISES SPECIOSUM FUSCHIA FLOWERING 1 GAL FULL. BUSHY, Ht,4 D GOOSEBERRY GOOD COLOR 0 FlOS, CAL. ROSA CAc!FORNICA CALI FOR IA WILD ROSE 1 GAL FULL, BUSHY, ftl s' D GOOD COLOR I EB STA. REG. STRELITZIA REGINAE BIRD-OF-PARADISE 5GAL FULL. BUSHY, Hf~ D GOOD COLOR ~ TEC. CAP. TECOMARIA CAPEN$!$ CAPE HONEYSUCKLE 1 GAL. FULL. BUSHY, I Hi.4 D GOOD COLOR lllU~S -BOU. 'S.D.R' BOUGAINVILLEA BOUGAINVILli:A 5 GAL FULL, RUSHY. D 'SAN DIEGO RED' GOOD COLOR <,B_QIJNDC.PY_EHS ~\,",\'\I BAC. PILTP.' BACCHARIS PILULARIS COYOTE BRUSH FLATS 'TWIN PEAKS' PLANT @ 12" O.C, H"l 1~11 F __ ,,,,,. ··-·-DEL ALB (,i,;/%) DELOSPE;RMUM ALBA WHITE TRAILING FLATS PLANT@ 18" 0.C HT c:)1 F ICEPLANT GAZ. SPL(l,oo/.) GAZANIA SPl.f,JOENS H-1.& ,1 ···--TRAILING GAZANIA FLATS PLANT <ii 18' 0.C F 'MUL II-COLOR' 1-1--r: e," II I I I I II PEL PEL, 'BAL' PELER(30MUM PELT A lUM IVY GERANIL)M 4" POTS PLAN r @ J" o.C, F 'BALCON' I I 11 HYDROSEEO MIX NO. 1 "AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, -!\ A Land1oapo Archlleolure • Plonnln1 LOCATION OF PLANTING r " R[V I EWED BY; Lo lollo Cenlre II g2r,r, Towne Centre Drive, Suite 340 AREAS ... ... r \ San Dle~o, CA g2121 ·3002 6I11.C>C>0.IC> r, • f•• 660.1680 INSPECTOR DATE - .. ~ CITY OF CARLSBAD I SHl~rs I , PLANNING □EPARTt.£NT I.P PLAliT ING □£TAILS & LEGEND FOR: -RANCHO CARRILLO ~ \~llll SCAPr VILLAGE IJI ~~1v.1·,(~ '/ ½~ /. _, ~ l~), 1 1/ APPROVED ~~f "' . 7--"' 7,:..-t_ ' ~'}7 ' ,~ -/~'? , .. ~ .;., ~ ) ASSISTANT PLANIHNC DIRECTOR OAT[ ~ J'~O.. '/4'" OWN BT: PROJECT NO, DRAWING NO, I DAI[ llilllAL DATE INIIIH OH[ INITIAL ,(;[ ~~ CHKO BY: or 01. 1\ REVISION DESCRIPTION CT 93-01 352-6L I [NG lll[[R Of WORK OTHER APPR0VIL C IT Y AP PR OHL RVWO Br: ,r-- \r" ~ I I ,___ ________ --:-_______________________________ .;__ __________________________________________ __JI:(\ 1 -------~ ---- S!sC.IIQll.......Ql.180 LANDSCA~ING EART I -GENERAL 1. 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM TME WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. .1 fl.la.LATED WORK; IRRIGATION SECTION 02441 1.3 SUBMITTALS: UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A 1.JST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1.4 GUARANTEES AND REPLACEMENTS: . 1 SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY {90) DAYS, WHICHEVER COMES FIRST. • 2 ALL TREES THAT HAVE BEEN SUPPLIED ANO INSTALLED UNDER THIS CONTRACT SMALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANH'E SHALL APPLY AS STATED ABOVE. . 3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (141 DAYS. . 4 PLANTS USED FOR REPLACEMENT SHALl BF! THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALlY SPECIFIED, AT NO COST TO OWNER. 1.5 OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. . 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A, PRE-CONSTRUCTION MEETING. B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. 0. APPROVAL OF PLANT MATERIALS. E. WHEN TREES ANO SHRUBS ARE SPOTTED IN PlACE FOR PlANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES, H. APPLICATION Of PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE OBSERVATION. J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. EWAL OIUiERVAI!Qli TD BE HELO AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALl ESTABLISH Tl1E BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALl TREES. . 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. . 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. 1,6 MAINTENANCE: • 1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON TIIIS PROJECT 15 COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. . 2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS Of TIIE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL HIE FINAL ACCEPTANCE OF THE WORK. . 3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. All PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. . 4 FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEF1EAFTER, FOR HIE DURATION OF TllE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONlY. SOIL TEST MAY REDUCE APPLICATION RATE. 1. 7 1. a 1. 9 . 5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN HIE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEAlTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THI: CONTRACTOR SliALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. . 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHAll BE REPAIRED IMMEDIATELY AT HIE CONTRACTOR'S EXPENSE:. LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LANO SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION ANO THE CERTIFICATION OF FINISH GRADES WITH CIVll ENGINEER DRAWINGS. GENERAL REQUIREMENTS: . 1 THE TEAM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED Wllfl TREES, SHRUBS AND GROUNOCOVERS. • 2 ACTUAL PlANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. ,3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALl BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. . 4 PRIOR TO THE EXCAVATION FOR PLANTING OR Pl.ACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID ()AMAGE Tf> SUClt IMPIWVEMUI rs. IN THE EVE;NT OF A CONFLICi f!ETWEl:N SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHI I !!CT WHO SHALl ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE COtHRACTUR ASSUMES ALL RESPONSIBILITY FOR MAl<iilG ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. . S GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WMEN BENEFICIAl ANO OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL TllAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTll THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS ANO TIIE DESIRED RESULTS ARE LIKELY TO BE OBTAINEC>. .6 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY All DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS ANl.l ACTUAL CONDITIONS. . 7 QUANTITIES FOR PLANT MATERIAi.$ ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. . 8 ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION l,QUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING ANO GRADING OPERATIONS. • 9 SPECIMEN TREE SELECTION: A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/On AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. .10 BE,IEQJION AND SUBSTITUTION; . 1 1 A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SftALL BE CONSIDERED DEFECTIVE, AND SUCII PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPlACED WITH ACCEPTABLE PLANT MATERIAlS. THE PLANT MATERIAlS SHALL MEET ALl APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS, UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITll THE EXPRESS WRITTEN CONSENT OF TME ARCHITECT AND THE CITY INSPECTOR. UTILITIES A. ALL UTlllTIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FDA THIS PROJECT SHALL BE PAID FOR BY THE OWNER, DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBlE FOR PAYMENT OF THI; UTILITIES. INVOICING OF PLANT MATERIALS ANO SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS. BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTAlLATION Of ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED, • 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF All SOIL CONDITIONING AND GRADING. BUT PR':)R TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE IIERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOil PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. .3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TD BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR AND CITY INSPECTOR, SHALL INDICATE ON TME PLANTING PLAN WHERE SOIL SAMPLES SHALi. BE TAKEN. CON-TRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF HIE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION ANO USDA, ALONG WITH RECOMMENDATIONS FOR CORRt;CTING ANY DEFICIENCY IN THE SOIL. THE SOIL TESTS AND THE SOIL TESTING LABORATORY SHALL BE APPROVED BY THE CITY INSPECTOR. . 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. t-.FTER SOIL AMENDMENTS flAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TD THE SOIL LABORATORY FOR COMPARISON TO A CONTFlOL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. . 5 AFTER GRADING AND LEACHING OPERATION, FOUR SOil SAM Pl.ES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TE' 1 ING BY THE SOILS LABORATORY SHALL BE BORNE BY HtE COil rHACTOR. !;'.ii.RT 2 • PRODUCTS 2 .1 SOIL AMENDMENT AND FERTILIZER: .1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BlEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR• GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5. 5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT. BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, Wll-GRO, LIFE FOREST HUMUS). , 2 GYPSUM SflALL BE A COMMEACIAlLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. .3 IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. • 4 SULPHUR (SOIL) (ELEMENTAL) 99% Of QUALITY APPROVED BY ARCHITECT. . 5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE"FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND St1ALL CONTAIN THE FOlLOWING MINIMUM AVAILABLE PERCEN· TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM . 6 FERTILIZER (COMMERCIAL) Sl1ALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM . 7 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FRE;E- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, ANO SHALL CONTAIN THe FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PlANT FOOD: NITROGEN PHOSPl10RIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM . e FERTILIZER (COMMERCIAL) SHAlL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABlE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7 .0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM .9 PLANTING TABLETS SHAlL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES Wll'H THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM . 1 0 SOIL ENHANCER SHALL BE SARVON. 2. 2 PLANTING BACKFILL: BACKFILL SHALL BE A THOROUGHLY BLENDl;D MIXTURE OF PLANTING EXISTING S ITE SOIL ANO SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: ITIONER SOIL CONO SITE SOIL IRON SULF GYPSUM ATE 1/3 CU. YO. 2/3 CU. YO. 1 LB.IPER CU. YO. OF MIX 10 LBS.IPER CU. YO. OF MIX RATE OF A REDUCE 0 PPLICATION IS FOR BIDDING PURPOSES ONlY. SOIL TEST MAY Lt> Jollo 11255 Towne C:enl R INCREASE QUANTITIES. V~C~Pf w ----·------· tr1¼ ~ ~~ 1/.Y ,~ ,<I /1/v • j ~' /.-~'f,:;;,..,; i~ ~ Uoto• _,K'<-1/ ~' or 01. ~ --------,_ eclure • Ph,nnlng Centre II re Drive, Su Ile 340 DA TE ------------- - --·-· , ... _, __ --~- -·- ----•· - ~-~~ --~-·---· ,.,.._,., -·-·-·-~·-· 11111 IAL ---.. - -- ~-, .. ~. ._, .. _ ., .... --· -·-·-·-(,..-.,.)f\ ~ Lond,cnpe Ardilt I •••••, s,.,. Dl•i•o. 1 "•·-" \ , u 111 .111rn .11.'rn ;A 92121•:l002 ---~ --·-·-· -------PEVISIDI-J DE sen 11°T I DN fNGHl[Eil 01 WORK • FtlX l\1',0.ll:,00 - .. -~- 2. 3 STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCl1ES ANO STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETl;R OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS DA BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. 2. 4 GUYING MATERIALS: .1 GUY WIRES SHALl BE OF PLIABlE, ZINC-COATED STEEL OF NO. 12 GAUGE, . 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' -6" IN LENGTH. • 3 HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH IN DIAMETER. • 4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 118 INCH IN DIAMETER ANO FOUR FEET LONG, OF UNIFORM THICKNESS. . 5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. 2. 5 PLANT MATERIALS: .1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUHIERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTM PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES" SEE l.lST OF PLANT MATERIAL ON DRAWINGS. . 2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHAlL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO TME ARCHITECT. . 3 CONTAINER STOCK {1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL ltAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT IIAVE CRACKED OR BROKEN BALLS OF EAATM, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITM DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED, .4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. . 5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SMALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. • 6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, lATENT DEFECTS AND INJURIES, REJECTED PLANTS SHAlL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY • • 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY ANO COST. ALL SUBSTITUTIONS ARE SUBJECT TD ARCHITECT'S WRITTEN APPROVAL. • 8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. • 9 THE ARCHITECT RESERVES THE RIGliT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE. TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPlE. .1 0 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALl BE A MINIMUM OF ONE lABELED PLANT FOR EACH 5 PLANTS IN A LOT. .11 GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN Fl.ATS UNTIL TRANSPLANTING. • 12 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. .13 WEED ERADICATION SPRAY WILL BE ROUNDUP . PART 3 -EXECUJIQ.N 3.1 SITE PREPARATION AND WEED ABATEMENT: • 1 GRUB ANO CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. . 2 WEED ERADICATION SHALL BE DONE TEN {10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK • "AS BUILT" AJll'ROVEO f!OR PLi\NT!NG AND I Rll I G ATI ON ONLY, INCl.lJDING I'll E:C IS E DATE 'lL A EXP. LOCATION OF' PLi\NTING REVIEWED By: A RE:AS -· INSPECTDR DATE IT] --·----~-------·-------~-----~ ~,-~---~ CITY OF CARLSBAD SHEETS --~--, __ 16 PL A i,IH NG DEPARTMENT " -----... PLANTING SPECIFICATIONS FOR: -,~----~~-RANCHO CARRILLO ·--·-·-- VILLAGE ',JI ~ APPROVfl) --- 7-?:f tz --~----·----ASS I STANT PLANNING DIRECTOR DATE DWN llY: I OAT( IN 111 IL DAIE -u-•-•-- c~j~3eNQ.I J DRAW I NG NO. I IN 111 AL CIIK(J BY: -352M6L llli!Ell APPROVAL CI IY Al'PROiAI. RVWD 8 Y: 3.2 3.3 WEED ABATEMENT .1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0-0 PER ACRE. . 2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21} CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. , 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW TIIE SURFACE OF THE SOIL • 4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. AEMOVI, WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: . 1 FOR AREAS LESS STEEP THAN 2:1: .2 • 3 AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATJ;S OF SOIL CONDITIONING AND AMENDMENT MAH:RIAlS SHALi. BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIJ;D TO AN AVERAGE DEPTH OF SIX INCHES BY AOTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING ANO INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL_ BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONER 5 CU. YD. PER 1,000 SQ. FT. SOIL SULPtlUA 10 LBS. PER 1,000 SQ. FT. IRON SULFATE 20 LBS. PER 1,000 SO. FT. GYPSUM 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION 15 FOR BIDDING PURPOSES ONlY. SOil TEST MAY REDUCE OR INCREASE QUANTITIES. B FERTILIZER (COMMERCIAL.): 6-20-20 SHALL BE APPLIED AT TtlE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCtlES OF FINISH GRADE, FERTILIZER StlALl BE APPLIED AFTER LEACtllNG OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1 000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL lANDSCAPE AREAS StlAll BE COVERED. FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS ANO FINISHED GRADED, THE FOLLOWING RATES OF SOil CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALI. Pl.ANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL. BE RE'QUIRED. A. B. GYPSUM SOil SULPHUR IRON SULFATE 250 LBS. PEA 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SO. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONlY. SOil TEST MAY REDUCE OR INCREASE QUANTITIES. $ARVON SHALL BE APPLIED AT TtlE RATE OF 1 PINT PER 1 000 SQUARla FEET. AP Pl Y SARVON IN AREAS AS RECOMMeNDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME All LANDSCAPE ARJ;AS SHAll BE COVERED. ll..EEP WATER LEACHING; A. B. c. 0. F. G. AFTER COMPLETE INSTALLATION AND TESTING OF TtlE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPUCATION OF IRRIGATION WATER UNTIL TtlE SOIL tlAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. AFTER GRADING ANO LEACHING OPERATION, FOUR SOIL SAMPlES StlALl BE TAKEN BY ARCtllTECT AND SUBMITTED TO SOil LABORATORY FOR TESTING. SOIL TEST SHAlL MEET TtlE FOi.LOWiNG REQUIREMENTS: J;CE MAXIMUM 3.0 X 10.3 PH MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOil TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. AE"APPLICATION OF SOIL AMENDMENT AND LEACfllNG OPERATION SHALi. BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESUlT. EXPENSE OF TEST, RE- APPLICATION OF A SOIL AMENDMENT AND LEACtllNG OPERATION StlALL BE BORNE BY CONTRACTOR. DEEP WATER lEACHING SHALL. BE DONE PRIOR TO THE APPllCATION OF THE COMMERCIAL FERTILIZER 6·20·20. NO PLANTING SHALL BE INSTALL.ED UNTIL. APPROVAL. HAS BEEN GIVEN BY TtlE ARCHITECT IN WRITING, CARE StlALl BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLUFFING OF SOILS. All DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCtlES GENERATED BY THE DEEP WATERING SHALL BE Fill.ED WITH CONDITIONED TOPSOIi. AND BROUGtlT TO FINISH GRADE. 3.4 FINIStl GRADING: • 1 . 2 • 3 .4 .5 .6 .7 FINISH GRADES StlALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. FINISfl GRADES Sf!ALL BE MEASURED AS THE FINAL. WATER- COMPACTED ANO SETTLED SURFACE GRADES AND SHALi. BE WITtllN PLUS OR MINUS 0.1 FOOT OF THE SPOT EllcVATIONS AND GRADE LINES INDICATED ON THE CIVIL. ENGINEERS DRAWING. UNLESS OTtlEAWISE NOTED, FINISH GRADE StlALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1 • BEL.OW IN I.AWN AREAS. FINIStl GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIAlS. MOLDING AND ROUNDING OF TtiE GRADES StlAll BE PROVIDED AT All CHANGES IN SLOPE. ALL UNDULATIONS AND IRAEGUlARITIES IN THE PLANTING SURFACES RESUl TING FROM TILi.AGie, AOTOTILLING, AND Al.I. OTtlER OPERATIONS, StlAll BE LEVELED AND FlOATED OUT BEFORE Pl.ANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER tlEAOS, IRRIGATION LINES, ANO OTHER UNDERGROUND UTlllTIES DURING GRADING ANO CONDITIONING OPJ;AATIONS. FINAL flNIStl GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM llUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. 3.5 , 9 PLANTING SURFACES SHALi. BE GRADED WITH NO LESS TUAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL EIUllDINGS. PLANTING: . 1 THE lAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GAOUNOCOVER TO BE Pl.ANTED StlAlL BE APPROVED ON TtlE SITE BY TtlE ARCtllTECT, PRIOR TO THEIR PLANTING. All SUCtl LOCATIONS SHAll BE CtlECKED FOR POSSIBLE INTERFERENCE WITtl EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDE:RGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR TtlE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF TtlE CONTRACTOR. -2 PLANTING TREES. SttRUBS, AND VINES; • 3 A. ALL EXCAVATED HOLES SHALL HAVE VERTICAi. SIDES WITH ROUGHENED SURFACES AND SHALL BE OF TtlE MINIMUM SIZES INDICATED ON DRAWINGS. MOlES SHAll BE, IN ALL CASES, LARGE ENOUGtl TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. B. C. D. E • F. G. ti . I. J. K. L. M. N. 0. P. a. EXCAVATION SHALL INCLUDE TtlE STRIPPING AND STACKING OF All ACCEPTABLE SOIL ENCOUNTERED WITHIN TtlE AREAS TO BE EXCAVATED FOR Pl.ANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICtl SOil IS TO BE TEMPORARILY STf<;KED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS. EXCESS SOil GENERATED FROM THE PLANTING tlOLES StlAlL BE SPREAD ON Tlie SITE AS DIRECTED BY TtlE ARCHITECT. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE: SIDES OF EACtl CAN WITtl NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR TtllS PURPOSE. ALL USED CONTAINERS StlALL BE REMOVED TO THE STORAGE AREA OR FROM TtlE SITE DAILY. TtlE PLANTS SliALL BE PLANTED AT APPROVED LOCATIONS WITH TtlE HERETOFORE SPECIFIED CONDITIONER ANO SOil PLANTING BACKFILL. NO PLANT EXCJ;PT GROUNDCOVER StlALL BE PLANTED WIHllN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL. BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER tlEADS. THE Pl.ANTS SHALL BE PLACED IN TUE; PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISf1 GRADE, AFTER SETTING THE PLANTS, THE REMAINING BACKFILL. MATERIAL StlALL BE CAREFUi.LY TAMPED ANO SETTLED AROUND EACtl ROOT BALL TO FILL All VOIDS. EACH TREE AND SHRUB SHALi. BE PLACED IN TtlE CENTER OF THE 1101.E AND SHALL BE SET PLUMB AND tlElD RIGIDLY IN POSITION UNTIL. THE Pl.ANTING BACKFILL. tlAS BEEN TAMPED FROM AROUND EACtl ROOT BALL PLANTING TABLETS StlALL BE PLACED IN EACH PLANTING llOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS. AT TliE FOLLOWING RATES: (1 )-5 GRAM TABlET (1 )·21 GRAM TA Bl.ET (3)-21 GRAM TABlETS (5)-21 GRAM TABLETS (1 )-21 GRAM TABLET PEA LINER AND FLAT SIZE Pl.ANT. PER 1-GAlLON CONTAINER. PER 5-GALlON CONTAINER. PER 15-GALLON CONTAINER. PER E;ACH 3" OF BOX SIZE. NO PLANT Will BE ACCEPTED IF TIIE ROOT BALL IS BROKEN OR CRACKED, EITllER BEFORE, DURING OR AFTER TllE PROCESS OF INSTALlATION. All PLANTS SHAlL BE TtlOROUGHLY WATERED IN TO TtlE FULi. DEPTtl OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON Ttl!o SIDES OF TtlE TREE PERPENOICUlAR TO TtlE PREVAILING WINDS. TtlE STAKES StlALl BE DRIVEN IN PLUMB ANO SECURE. SPECIAL CARE SHALL BE TAKEN TtlAT TtlE DRIVING IN OF THE STAKE DOES NOT DAMAGE TtlE TREE ROOTS OR ROOT BAll. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'S WITtl THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF TllE TREE AND BY TACKING THE BACK OF TtlE TIE TO TIIE STAKE. (SEE DETAILED DRAWINGS.) ALL TREES SPECIFIED TO BE GUYED SflALl BE GUYED AS DETAILED. THE STAKING AND GUYING StlAll BE ACCOMPLIStlED IN SUCtl A MANNER AS TO INSURE THE PROPER AND HEAi. THY GROWTtl AND SAFETY OF TliE PLANTS, PROPERTY, AND THE PUBllC. TtlE CONTRACTOR StlAlL BE RESPONSIBLE FOR All SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON All TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CtlARACTERISTIC TO EACtl Pl.ANT. PRUNING MAY INCLUDE TtllNNING, TOPPING, AND/OR CUTTING ANO SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITtl APPROVED TREE SEALANT, ALL TREES 24" BOX AND LARGER SHALL BE SPOTT!oO ANO PLANTED WITH A CRANE. ALL TREES 2~• BOX AND LARGER SHAll BE SPOTTED IN PLAC!a PRIOR TO THE DIGGING OF TIIE I10LE. PLANTING GROUNDCOVEAS; A. GROUNOCOVERS SHAll BE PL.ANTED IN THE AREAS INDICATED ON THI; DRAWINGS. TtlE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN Fl.ATS, ANO StlALl REMAIN IN THOSE Fl.ATS UNTIi. TRANSPlANTING. B. ALL GROUNDCOVER PLANTS SUALL BE PLANTED WITli SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALI.ED OUT ON THE DRAWINGS. C. D. E. THE GROUNOCOVER Pl.ANTS SHALL BE PLANTED SUFFI- CIENTlY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET StlAll BE PLACED IN El.CH PLANTING tlOLE, AS PER MANUFACTURER'S SPECIFICATIONS, ANO StlALL BE IMMEDI- ATELY SPRINKLED AFTER PLANTING UNTIL. TtlE ENTIRE AREA IS SOAKED TO TIIE FULL OEPTl1 OF ALL TltE I10LES. TliE GROUNOCOVEA PLANTING AREA StlALl BE HAND- SMOOTHED AFTER Pl.ANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE, GROUNDCOVER SHAll BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS ANO TREES ARE PLANTED. 3,6 3.7 tlERBICIDE APPLICATION: PRE-EMERGENT tlERBICIDE StlAll BE APPLIED TO GROUNDCOVER AREAS ONl Y, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPi. Y IN I.AWN OR tlYDROSEED AREAS. ARCHITECT SHALi. BE NOTIFIED AND PRESENT AT TllE TIME OF THE APPLICATION . ClEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALi. MAINTAIN ALL AREAS IN A NEAT MANNER ANO REMOVE UNSIGtlTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR StlALl REMOVE ALI. DEBRIS ANO CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR StlALL SWEEP ANO CLEAN ALL SIDEWALKS, ASPHALT. ANO CONCRETE AREAS ADJACENT TO PLANTINGS. APPROVED F'OR PLANT!NC; AND IRH!Gi\T!ON ONLY, INCLUDING PRECISE LOCI\TION OF' PLANTING i\HE:AS "AS BUILT" DA TE RL A-----·--EXP. -·----·- I1EVIEWED EJY: INSPECTOR DATE ~,;"IJIC,:r);~~~--~,f/;r/~=:--__ = ____ -r_t-_=~=--____ = __ ~+-_---::_--__ --_==·-=·-=-=--=·-=-==:~===:~===:~===:~===:--===:--===~--===~---= __ -__ = __ -_= .. -.. =--~-~----~~:-_-_-_-___ ' __ =_-_~:~~--~T1:::~::1:::c:J:T:Y:P1:.A:,?:1_f:_~:-~:s:f:R1:~:~:r s::_~:-~: ... :~_:::S~l}_:::£~=~:= .• :-1 :,;t , , ~ 7 ; "'~--··· _________________________ ··_· .. _··_-_-"""~--~=====1======~====--···+--~:~-l-PLAIH ING SPEC IF ICA l IONS FOR: ... ->'0?11.•0 •• -r~~ , RANCHO "'\ / _/ _..:,.-.-, 14 ·;, 1----J\---+----------·---------- J'?,.._ ""/Dou "/ /_ ') fu---,/---+--f------------·-·------1-------'-----1----+----l VILLAGE ' I• ,:,;,-.._..___ _ _.-::.....:;~, ' ~ •r or o~, \ ~ J:::::---1---------;=:::::::::====;;z::--::-"-=---:::::;-zy::.-::;tJ:.-=========; f----+----·-----·--·------------·---f----1----+---~--APPROVE □-~--7.~//._ 7,,2s-2z CARRILLO La Jo II o Cc n l re II ' :=-=========::-:=::::::::'::::==::: • DAI[ llilllAL DATE INllllL OAT[ IMIIIAL -DRAWING NO. • 8 (,...-..,~\lA Londsc!lpe Architecture• Planning t-----+-----l---------·---·-·-------------l-······•~-t-----+----+-----l mlSTANT PLANtJlfIB DIRECr □R / DAlE 1)256 Towne Conlre Drl·•e. Stille 340 ---------------·-···--·----··=C"7C,--j--==~+---~~-OWIJ UY: _____ ,__:_ PRDJECl NO. I -San Dlefo,CA 98121-3002 rl[V]S!CIN [J[SCRIPTION CIIK08Y: __ _ FINAi. GRADES SHALi. BE ACCEPTABLE TO THE ARCHITECT BEFORE ........... 619.l>OO.H►",o • Fax r,r,0.15110 IHGltl[[R OF NORK ()lH(P. APl'll()VAL CIIY APPROVAi, RVWD BY: CT 93-01 352-6L ..;_~ . PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. . ···--· 1 '-----------------------------------------------------------------------·--------------------·-----------------==========--J~'