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l'> n D [] JAMBOREE I\1EDIAN NEWPORT BEACH, CALIFORNIA PACIFIC BAY HOMES 4 0 4 1 MACARTHUR BLVD I TELEP SU IT E HONE: 5 0 0 f ( 7 1 NEWPORT 4) 440-7200 BEACH, GENERAL NOTES ~~m::=.,~e!.~ n-t:.u,~~70«':I~'!IJl:3:~ i::!:art'~S%',.'t'.::::l:o::i: 1:Nrue6ta:Srofoxmmm::#'ffmJJ.a:NffU-l1-&!!tKi3~111.0ilJ.11.MCE~Fm'lm:!:~ ~ t -~S!w.t~Yr.n!w.ffl~mtl!f.\il"'.NtSMEai=B«f..'lJH'f'tt1ifJ}.. 1 ,ro;,::9W.Lt1;~~r.mfH~OfHC'f['(Of~mot !. 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Y.:Stm'm ~m.~ UYCf~~tl6G4~SfltX!MbSfWl.tfro','mX61iStm,;,.m=vr~fOJlru::u:'f.m~ m;(Iffl('tt• wrn:?ttati'lOO.\':\"'lm,\ml'W:lELOa.TmaFMlleJIJJJ'G!'t\'.'::-;Dur.tra. ~f.,.~""".:11£,ttmm) ~0463 ~l.l'XATE~,;.,,;tm,ru:.-&,a&/m:.,&CO:~ml/CAlYu::a DATE: ____ _ APPROVED: -.UT=1L"CIT"'l"'Es""M"A7N:::-A"G"'-E°"R:-------:R-,.c'"'.E=-.-=25"'5"'5,...3 DATE: ___ _ APPROVED: ·-o=E"'N"'E"'RA=L-=s-=e"Rv"'1""c=Es=----------DATE:, ____ _ ' • • KEY MAP -SEESl-ETSLC-1, ,...._. SEEStEETSLOZ U·1,tTM,lSf'.1 / U.ZL11'-Zti1'•2 J- ~ f{JRIJ RO,\l) BISON RO..O I KEY MAP N.T.S. CA 9 2 6 60 SHEET NUMBER LT-1 LC-1 & l C-2 Ll-1 • ll-2.1 Ll-3 LI •4 lTP-1 lSP-1 L TP-2 LSP-2 LP-3 lP-4 SHEET INDEX SHEET DESCRIPTION LANDSCAPE TITLE SHEET LANDSCAPE CONSTRUCTION PLANS LANDSCAPE IRRIGATION PLANS LANDSCAPE IRRIGATION DETAILS LANDSCAPE IRRIGATION SPECIFICATIONS LANDSCAPE TREE PLANTING PLAN LANDSCAPE SHRUB PLANTING PLAN LANDSCAPE TREE Pl/\NT!NG Pll\N lANDSC/\PE SHRUB PLANTING Pll\N LANDSCAPE PLANTING DETAILS LANDSCAPE PLANTING SPECIFICATIONS CITY OF I\IE\WORT BEACH mrs PVN rs 5IGN£O er THE arr OP NDVPORT OC".r..."H FOR CCNCt:Pr AND AfJHER£NC£. ·to art STANDIWDS AND RtW!REMfNTS ONLY.·. 1H£.CffY IS,NOr R[SPON- SIBf.£ FOR 0£S!i.,"W ASSUMP110NS ·AN[) ACCUIMCY. , 0 "' "' "' "' < ~ z i,: 0 < "' H .., -z < 0 u P!! ;,:: <t!z~ U) u µ;i ..: 0 ,:00 O <-~ ,:0 N H~ "' 0 ,.. ' ~O< p,; 0 ~ 0"' p:;:i u .,. .. o~ .. -~ ?:: :; °''"' ~ p:;:i~ < Z"--µ;iU to ' 0 .. O P!!< ~ u 0 "'z 0 p:;:i i---s.,.o i::r.; f-, :I: ~ i:oto • t-4' -P-4 p::i ~~ U ::, iJ.l "' .., Z <~ < :~ -o ~ Q 0 ~ > ~ .., "' i::q I>: z ;:, :i: f-, 0: < u < ;;: .... .., 0 ..,. PLAN DATE 17 JULYOO BID SET REVISIONS L1:. 7 SEPT 00 CITY COMMENTS £18 APRIL 01 ELECTRIC METER & 18 OCT01 IRRIG. REVISIONS PROJECT 00.027 SCALE NA DESIGN BA DRAWN BA SHEET TM1 OF s~e,<ZT '~~ ~ Cr a } ;:s Ir (':> " -<, I' ~ "' ' .... t 12-- 50 , /2--! -,A Q ~ ' a i rJ \ -! -· ~ v; "f" -l-. i5 'ii KEY MAP N.T.S. IRRIGATION NOTES A!..L lRRiGATIO~ SYSTEM COMPONENTS SHAU. 6E INSTAillD ~ HR LOCAL CODE. CONTRACTORS SHAU. SECURE ALL l'lECESMlffFERMITS. CHECK/110 VERlfY All.SITT: CONDITIONS, l!lllJTIES I/ID SEIMCES PR!OR iO Tfi:ENCHING. IF OUR1NG CONSTRUCTIOl'f IT rs FOUND TiiATTt!E SITE VAAIES FROM TIIE DRA\\1RGS, !OnfY TIIE WiDSC!PE AAC!flWT BEFORE PROCEEDING WITH THE wcmt WHE!lE TREES, LIGHT ST ANOAAOS, m:. ME Ali OBSlllUCTION TD SPR!l'S, rntN Pl~NG AND SPRIRr.lER HEAllS S!Wl OE ADJIIBTFD AAD/llR RELOCATED AS NECESSARY m OBTAIN Fllll COVERAGE YimlOUT EXCESSIVE OVERfr!FIGW. DO NOT EXCEED SPAWm If; PER MANUfk.illRER RECOMMENDATION~ PINISAAE DIAGRAMMATIC A.~D APPROXIMATE. All PIPIMG SHAU. BE INST!lliD IN PLANTING AIE.'S EXGEPTl'IIIERE IT IS IHFFAIIBL!. CCITTRA..'iCIR S!W.L P..l!Sfl /IJ.1 MAIMUNES f'RlOR lO !NSTAU.ATION OF Vl\l\'f.S AA'DAll !ATI:Rl\l LINES FR!Ofl TD lNSTA.l.l.ATiON OF HEADS. SPRINKI.ER H8\0S ARE AVM.Af!LE IN VARYING DEGREES Of i\RCS. CONTRACTOR SH.~ PilOVlDE, AT EACH HEAD, THE AnC: MOST SUITE::l TO FROVlDE 1.DEQUME COVERAGE ANO PR El/ENT OVERSP.RAY CN WAf..XS, ROADS, BUILDINGS, ETC. WHERE POSSlBL£,AI.LP!P1NG, P'ft mcrn1CAt. SLE[VES, ETC~ UNDER PAVING SP.Alt BE INSTAfilD PRIOR TtJ ?AV:NG WOR!t ND m:s, ms DR OTHER TliRNS lN Pll'll'iG SHALL BE lOCATEO UNDER PAVING. COORD1f'!AT£ IRRIGATION MJRK WlTH f'IMTING Pl.ANS 1() A'-IOID CO~rt!CTING LOCAllONS BITWITN Plf'ING rum PVJff ?ITS. /IJ.L QU!CKCOl!PI.ERS A.t~E TO BE lOCAW:l 11' S!-IRU3 AREAS WllENEli'ER POSSfalE A,'lj0 Pl.ACED Stx (S) INCHtS FROM OUTSIDE HEADER. IF A QUICK COUPLER !S l0Cfo.f£0 I~ A LAWN AAE1\ ff MUST BE PLJCED IN J\ SIX 161 INCH ROUHO PI.ISTIC VAlil: 80~ Afl HEADS, WHEN LOC"iEO ADJACENT TO CURBS, HEMERS, SIDEWAL13, WAI.LS, SUtlDINGS ETC,, ME TO BE A MiN, OF TWO (2) 1NCHES TO A ""-OF FOUR 141 IHCHES AWAY fROM TIIE SlRUCTURts. IRR1GATION 0[S1G~ IS BASED UPON A Mll'l!MUM OPERAmiG PRESSURE OF 6~ 8 P~! Wllll A MAXIMUM IJE!lfJ,MO CF 40 !l GPM AT THE POINT OF CONNECTION. f.Vi\11.!JllE CllY STATIC WA:ER PRESSURE !S: NIA _ PSL ~TT,~ C~M?ANY: ___ NIA PHONE fll!M!![R, ___ ti/A PRESSURE CJi.CULITIO~ ~------------ WATER METER fl SiZE11°1/2" H.G,t. NIA EL£VATION i ,03 4!01'Sf REMOTE CONTROL VAL\"E i MAXIMUM DEMAAO G~M EU:VATIDN WATER METEH BACKFLOW' PP.EV'EITT~R STRAINER GATEVl\lVE .IWNUNE CONlROl VAllt l 1/4" l.ATERN.UNE 1" lATEHALLINE 314" U\TERAL Lll'fE 1.12" LATERAL LIN'E JO% FITTING LOSS ELEV. CHANGE+/- PRESSiJRE REO:'D. 0 HEAD TOTAL !YS!!M LOSSES STATIC PRESS A.VNlASI.£ RES!DUA!.W..\TER PRESS 4/- M:M. PRESS REC'D@ l'OC • 70 l'SI FAfffiiEST VALVE FROM MITER .\-1 LAIGESIVAlVE !-1•39.11GPAA HIGHEST VAi.VE A-S"" JS.15 CPM 35.15 m· PSI LOSSES JJ 9.0 50 10 ! 59 110 0 43 0 66 127 165 l 26 l.73 son 6S.3& WA WA I ( NOTE; BEFORE EXCAVATION, VERIFY THE LOCATiON OF ALL UNDERGROUND UTIUTiES. DIG ALERT (UNDERGROUND SERVICE ALERT): 1-SOIJ.422·4133 (Will LOCATE ELECTRICAL, WATER, SEWER, GAS/OIL, & COMMUNICATION/ CAT\ILINES) NOTE: CONTRACTOR TO REPAIR TURF WHERE NEW IRRIGATION WIRES ARE BEING INSTALLED. NOTE: THE IRRIOATION CONTROLLER AND ELECTRIC METER WILL BE LOCATED BACK OF THE SIDEWALK ON THE EAST SIDE OF JAMBOREE ROAD. THE LOCATION WILL BE COOf\D,N/\TED BY PACIFIC BAY HOMES AND THE CITY OF NEWPORT BEACH, NOTE: PLANS ARE DIAGRAMMATIC AND APPROXIMATE, ALL PIPING, 1/ALVE BOXES, BACKFLOW PREVENTORS, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSGAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. IRRIGATION LEGEND 3 INNER fiU!-liBER INDICATES Mft.NlJFACTURER AND MODEL NUM9E~ OF THE IRRIGATION HEAD ,vm ITS NOZZLE {SEE NUMSER lECEND BHOWJ 0 □ 6 ourrn SYMBClfNDICATES IFTHE fRRIGATION [lEAll IS I SIIRUO HEAD ON RISER, A 8UB0liR HEAD ON RISER OR A SPEC!RC HEiGHT POP-UP HEAD (SEE SYMBOL LEGEND BSL0'-"1 SYMBOL NC. l 2 3 4 SYM. llESCrllPT!OM MFG, TORO TORO TORO TORO MODEL P-/0, 57tlZ-12P-COM-PCD-lOQ 570£~ 12?-COM.f'CO-lOH S70Zul2P.COM-PCIJ.l0F S1CZ-l2P-COM-PC0-10T DESCRIPTIOr¾ AAC OQA 180.t\ 36011 33, DETAIL Q INOIC!TES 12' POP-UP HEAD IN SHRUB AREAi Hlll-3 -FOR TORO 570Z SERIES HEADS USE S70Z~12P.COM.f'Cll PRESSURE RrnULATiliG CHEC!l:-lHMTIC POP-UPS WITT! PRESSURE COMPENSP.T:tm SCRErns {PCSJ SlZIO PER MANUfACT!JRER'S SPECIFICAT!C~S FOR RADIUS REOtlCTIOtt A GRISWOLD EfJ K!NG Bt!OS.IND. © RAl:fSiRO 0 N!BCO ® RftJNM/iSTER EB RA!NMASTEli: [fil 1/10?.0SCAPE i'1l :f: ii. • ... , 1.1-t:t/1.f, rn: CW'i-PRS HECffi!C REMOTE COl'ITiiOL ~ALVfJ PRESSURE REGULATING TYPE INST.al.LED !i'l \/Al.VE BOX. BTIJ-Y BLOCKED TRUE UNION BALL V/!J.VE.. LINE SIZE, IN VALVE BOX. 33 OLRC au:cx COUPLER VAL.Vi: WI 133 OK COUPLER lie')' J.113 GAIT Viii.\'£, UN£ S:lE INV/U..YE BOX FS-2DOW/ EV-C!,8-SEN CABLE 2· now SENSOR l'l'C CLISS 200 POTABLE WATER LATERAL LINE. SEE SPEC!FJCATIONS FOR IJEPH!. PVC CI.ISS m 12"1 NEW mRIGATION MAlNUNE PIPE: SEE l'l'C SCH <O SPECIFICATIONS FDR DEPTH, il-112" & SMALLER) l'l'C SCHEDULE 40 POTABLE wm-rn SLEEVE: SE£ SPEClflCATIONS fOR DEPIB. F'i'C SCHEDUlE 40 ELECTRIC WlRE SLffi'E SEESPECIF!CAT!ONS fOR DEPTH. HS16-DX24 DXRF HlRIGATION CONTROLLER EV-RADIO·f. EV·MH i-!SP-DX24\liMS,HSOlt-03, STAJNLESS STEEL ENCLOSURE HSDX-~ f.1.HSEV-RADl:J-F, HStV-wu~F PUliBOX D:1STIHG ELECTRIC VAIJLT EXISTING MASTER VALVE EXIST!r!G BACKFLOW DP!1CE EXiSTING IVATER MCTEI! REMOTE COi'fROL VAL'IE, NOTES; IND1CATES COITTROUER AYf:J STATION NUYl!!E!t INDICATES VALVE SIZE INDICATES C.P.M. fOii TPJ,T V&VE SEE SHEET U·3 FOR IRRIGATION DETAILS SEE SHEET ll-4 & Ll·5 FOR IRRIGATION SPECIFICATIONS RAil 10' ID' JO' 10' GPM PSI 0.33 30 0.06 30 133 3□ 0.44 30 Olll•3 CJIJ.J L'J·3 NA WA NI.\ NIA G!U-3 G/IJ·l Nlft, NA NA NIA WA WA R-51~1-~ ~9 EE 0 10 20 40 < -z 0 ~ <z~ O <- -,-:i ~0< i:,:i;;iu Q ~ ._ ~J:,t:l~ 0 J:,t:l u ~< ~ 0 p:.:j p:::i p:::i ~~E-; Z <~ -o 0 PLAN DATE 17 JUL YOO REVISIONS P,; ~ J:,t:l z z :5 0.. :z: 0 ~ a: 0:: w 0.. c3 en Cl z :5 0 "' "' N "' < -z ,,: 0 .., ~ ,., < u :r: CJ) u p:.:j <o "' 0 ~ to N "' 0 E-< ' 1Z o 0:: 0 ..,, .,. "" >< s:-:; "" .-, < z "' p:::i -" -"' u 0 "' z -"'0 r:,l.; ,.. :i:: -~ .., u ::, "' ooH < "' : E-< P,; Q > .., lil ,,. ::, :r: "' 0,: < u < ::; .-, .,. 0 .,, BID SET 7 SEPT 00 GI!'/ COMMENTS 18 APRIL 01 ELECTRIC METER 1 B OCT 01 IRRIG. REVISIONS PROJECT SCALE DESIGN DRAWM SHEET OF BA BA Ll-1 er l ~ ~ "' " I, "\ (\ I<- ;:(:, P-ii: l-' ~ i· .... IRRIGATION NOTES AU. !RRJGATION SYSTEM CO',!PONOOS Sl-lAU. BE !NSTALU:O AS PER LOCAL CODE. CONTRACTORS SHALLSEC\JNE Alt NECESSA.lff PERMITS. CHECK AND VERIFY ALLS.TE com:imo~s. UT!UTIES MO SERVICES P~IOR TO TRENCHING, If DURiNG CONSTRUCTION IT IS FOUND TAATTHE SITT VARIES FROM llff DRAi'li/f~J.. NOTlrY TH£ lJJ,IOSCJIPE ARCllrrECT REfllREPROCEEDING l'll1ll 1HE f1tl!> \'/HERE THEES, UGITT STANDAAOS, ETC, Mt /Ji OBSTRUCTION l1l SPll.l'IS, THEN PIPING AND SPP.Jl'iKlER HEADS SfW.L BE" AOJUST£D AND/OR RELOCl,TEO AS NECESSA,I TO oami FIJll CIJ\'EIIAGE W!TIIOl/f EXCESSIVE OVERHJRO\'f. 00 NOT EXCEED SPACING AS PER W."1l!fAC1URER RECOMMENDATIONS, PLANS ARE 01/oGRM<MATIC MIO Af'i'RCru~Al!. .1U PIPING SHALL BE INSTMLED in PLANTING MEAS EXCEPT ml ERE IT JS !Nff.AS10lE. CON1RAC10! SH!l.l FLUSH All IWNU,ES PRIOR TO INS!AUATIO~ Of VN.Yf.S i\Nll AU lATERAL LINES PRIOR TO INSTAUATICN OF HEADS. SPRINKLER HOOS A1E AiMIA!lLE INVAA~NG DEGREES OF ARCS. CDriTRJ.CTOR S}IA!l PROVlDE, AT OCH HEAD, THE ARC MOS!' surrrn TO PROVIDE M[C.UATE COVERAGE ANO PREVENT OYERS?MY ONWAOO, ROADS, BUILDINGS, ITC. 'WHERE POSS18tE, Alt PIPING, Pl/t ELECTRICAl SU:MS, ETC., Ul'iDtf'l. FA\IING SHALL BE INSTAl.tEO PR!ORTO PA'lll'fG WORK. Nil ms, ELLS OR Olli ER TURNS !N PIPING SHAU. aE LOCATED UNDER PAVINa. COORDINATE 1RR!GATION WORK WITH Pl.ANTING Pl.ANS TO A.VOID COriR.iCT!NG LOCATIONS BETWEEN P!?INGMO PLA'fT PITS, Af.I. Ql:ICK COlJPLERS AflE TO BE LOCATED !N SHRUB MEAS 'NHENEV"'t..R PDSSl!llE A.'iD Pl.ACED SIX (S) INCHES FROM OlJTStoE HEADER. !f A QUIC~ CQUl'I..L, IS LOCATED !NA I.AWN A,1EA ff MUST BE PU.CED 1N A SD( (6) INCH RO UNO P!JSilCV&vt 801 Ml HEADS, WHEN LOCATED MJACEHT TO CURBS, HfAfifRS, SIDEWAf.KS, WN.!.S, 6U:LD!1-lGS ETC., ME TO BE A Mm, Of 1WIJ (2) JNCHE.S TO A MAX. OF FOUR 14) !NCHESAWAY FROM nit smucnmts. IRRIGATION OESfGI/ JS B.'SEO UPON A MfMJMUM OPERATING PRESSURE CF 65.& P'S! WflH A WJ:IML'M 0£MA~D OF 40.0 GPM AT THE POINT OF CONNECTlCtl. ~.Vhl1.A8L'E CITTST~nc w~m ?P..ESSURf.1£:....,_,YA ~L WATER COMiWff· PHONE NUMarn 1 WA CALCULATION WATER MITER 11 511Ed-l/2' H.G.L WA ELEVATION t .433 ~01'51 REMOTE CONTRO~ VALVE f MAXIMUM DEMAND CPM ELEVATION WMERME'IU BACKROW PREVOO'ER STRJJNEA GATE VALVE MAI~ UNE CONTROL VAL 'll' 1 i/4' WERAL LINE 1 • V.TERAL UNt 3/4' !.ATER!!. URE 112' LATrRAl LINE !0% Fl!TING LOSS ELEV, CH!,~GE +1- PiiESSLIRE REQ'D.@H£AD TOTAL SYSTEM LOS.SES STATIC PRESS AVAllAfltE fl.ESIDU&WAiER PRESS+/· MiN. PRESS REC!'D @PQC = 1D ?SI FMTH'ESTVAL'i't FROM METER !i-1 lAAGESTVAl\fE >.-1 = 39.72 G?M HIG!ESTVAL'll' !-6 o 35.75 GPM -se: ~HErrs u::-a U-tLTf'-tLSl'-2 tft>//%}\~0'-4, '/1/.~ I ' ""'' ) . [~~;!_ I ,✓, I ~I J5]5 rn· w, PSI LOSSES 3,l 9,0 5.0 LO 8.SS 1.10 0,43 066 1.27 l.65 3,26 l.i3 JO,O 65.86 NIA WA KEY MAP N.T.S. j/ I I I ----J ·/ -;:/ /---- /; // I I I / I / IRRIGATION LEGEND 3 INNER NUM!:Efi' 111DICAiES MANUr'ACTURffi AAD MODEL HUMBER OF THE 1RRIGATICN HEAD ANO ITS HOZ!lE raEE NUMBER LEGEND atlOl'I) I Q O D OIJITR SYMBOL INDICATES If lliE lRRJGATION HEAD iS A SHRUB HEAD 011 RISE.q,A aUBllltR HENJ ON R!SER OR A SPECIFIC HE!GHT P{W-UP HEA!l (SEE SYMBOL LEGEND BELOW, I I I NOTE: BEFORE EXCAVATION, VERIFY THE LOCATION OF ALL UNDERGROUND l/flLITIES. DIG ALERT (UNDERGROUND SERVICE ALERD: 1-800,422-413:J (WILL LOCATE ELECTRICAL, WATER, SEVIER, GASiOIL, & COMMUNICATION/ CATV LINES) NOTE: CONTRACTOR TO REPAIR TURF WHERE NEW IRRiGATION WIRES ARE BEING INSTALLED, NOTE: THE IRRIGATION COITTROLLEA AND ELECTRIC METER WILL BE LOCATED BACK OF THE SIDEWAU( ON THE EAST SIDE OF JAMBOREE ROAD, THE LOCATION Will BE COORDINATED BY PACIFIC BAY HOMES AND THE CITY OF NEWPORT BEACH. NOTES: PLANS ARE DIAGRAMMATIC AND APPROXIMATE, ALL PIPING, VALVE BOXES, BACKFLOW PREVENTDRS, ETC, SHALL BE LOCATED IN LANDSCAPE AREAS, NO IRRIGATION EQUIPMENT Sf'ALL BE LOCATED IN HARDSCAPE, GROUP VALVE BOXES AND LOCATE !N SHRUB AREAS WHENEVER POSSIBLE, ~,~Ol=N=O, ____ M=F=G, __ ==·~--~= ~ODHNO. OESCR!?TION ARC I l1JRO 510l-11P-COM-PCO·IOJ 301\ 1 TORO 510!-12P-COM-PCO-!OH laO" 3 TORO 5702-12?-COM-PCO-lOF 35011 4 TORO 570!-l!P-COM-PCO-!OT JJA SYM. DESCRIPTIO:f DITAll 0 mo1CATES 12· POP-Ur HEAD !N SHRUB AREJS H/Ll-3 -fOR TORO 570Z SERIES HEMIS USE 57{!!-12?-COM-PCiJ PRESSURE REGULATING CKECK-0-PIATIC POP-UPS WITI1 PRESSURE. COMPENSATING SCREENS (PCS) SIZED PER MANUFACTURER'S SP[C!F!CA.T!ONS fl1R RAfllUS REDUC.TlON. 1:,, GRISMJLD tJW\/,PRS w:CTRiC 11:tMOIT comoL VAf.V"t! PRESSURE REGULATING TYPE EB KING SRQSJND, Ill HIBCO EE3 [ill h'IIJRDSCAl'E (.'i : 't'! "' l·H:'t·,:H• ii BTU-V BlDIRC T-Hl fS-20CW! E'H:!Jl-SEN c.\Elf PVC Cl.ASS 200 l'ilC Cl.lSS 315 ll'l PVC SCH 40 11-112' & S~ALLERl PVC SCHEDULE 40 PVC SCHEOULE40 HS1&-DX24 DXRF E\I-R"1!0-F, EV-Aln-F 1NSTAf1H! 1~ V,'lJ.\'E BD1 BLOCKED TRUl UNIOfl B!U YJllVE. LINE SIZE, IN VALVE BOX. crn:::K couri..rn v>.ln WI i 33 IJii COUPLER KEY GATt VM..VE, ltNE S12E lr!VALVE BOX 2' fl!M SENSOR POTABt!WATER LATERAL LINE. SIT Sl'ECIFICATIONS fOR OEJ'T!<, NEW IRRIGATION Mt\lNUNE PIPE: SEE SPEC!f!CATIONS FOR DEPTH. POTI.BLEWATER Sl.EEVE: SEE SPECIFICATIONS fOR Otl'TH. EltCJlllCW.RE SLEEVE SEE SPECIFICATIOi-lS FOP. DEPTil. tl~IGA.110ri CCNTROLl.£R HSP-l.lX24WMS,HSOX-03, STAINLESS STEEL ENCLOSURE HSDX-RF,HSEV-RADIU♦f, HSE\1-NU-F tx!STiNG IRR!GATION MAJNUNE Pi PE PUU.BOX cx:smm tl!CTRIC VAULT EXISTING MASTER VALVE EXISTING SAl:KflryH Dt'IICE EXISTING WATER MITER REMOTE CO:'!TROL VALVE: NOTES: INDICATES CONTROLLER MU STATIO~ NUMBER INDICATES V,11. \IE SIZE INDICATES G.P.M. FOR. TIL~T VALVE SEE SHEET Ll-3 FOR IRRIGATION DETAILS SEE SHEET Ll-4 & Ll-5 FOR IRRIGATION SPECIFICATIONS "' JO' rn· 10' IO' G?M PSI 0,33 30 0.66 so 1.33 30 0.44 30 C/ll-3 l/lJ-S NA l\'U-l NIA WA WA NIA G/LI-:i rJU-3 WA NA NA lfA NIA NIA ~ = ~,&t -5 Fb9B3 0 10 20 40 ~CT ..-''::::=~:;,, .... \~6 .1, ;~ ' ... 011 < I-! z 0 ~ <z~ Cf) ~ 0 <1-1 ~ 1-1 ,,..J 0 ~0< ~ r::r:l u o~ .. >- ~~~ < ~u O ~< 0~ ~ ~r;o ~ ~ E-; Z <~ -.o 0 PLAN DATE 17JULYOO ' REVISIONS p.. ~ ~ z r;o u 1-1 ~ 1-1 u < p.. BiDSET 0 "' ,,, "' "' < -z p: 0 "' -,-l < u :i: u «:o «l C "' "' " !--' ,:,: 0 0'" "" "" >~ _. '" "' -z " --"' " 0 "' U') z "' 0 .., ::t -"' :::, "' !/) ,-l "' : f-, 0 > ,-l 1'1 0: :::, :i: !-- i,: < u < ::; ,-< .., 0 " ------18 OCT 01 IRRIG, REVISIONS PROJECT 96.027 SCALE 1":::20'-0N DESIGN BA DRAWN BA SHEET Ll-2 OF 5.h.'1.qf '.5 Of(;, C.r1 C) p '=' 3 (b r ti' ~ ii... ;,::, ;>,:) a.. IL ~ (' (L ::, - ' "' ~ IRRIGATION NOTES A!.l lRi!G.1110! S'ISTlll coel'll!OOll SlWHE INSJIJJ.£1) IS PER l.llCAI. COD~ OOIJM,"lOOS S1WJ. !<CURE AU. ,EC\'SSAAY !'ERSIJS. CHECK MO VERIFY /1.U.SiTE cammoo, i.mLJTIES mo SERVICES PRIOR TO lREl:Clll:\l. If !JURl!G OO!STRIJCTIOll IT ~ RJIJND TIii! IBE S!!E V/J!IES ffi00111E Dl<l."O'lGS, 0011f'ITHE !Mnstm AACHJTm BEroriE FROCEEDll:G im1i Tl£ ra'lmt 'ffllERE TREES. LIGHT STA."IDA.WS, ETC. MC In OOSiRUCTIOO TO S.llRAlS. rnrn Pml A,n smr::ll.l'R HrADS SH!il BE l!l.= A'llllll1l REUJCA!EI) AS rmmAA'/1ll OBT .. , f\lll. C!MllliJE r.mm 00:ESSM' OVER'llro:I. 00 M EXCrnl SPl<:l•G AS m< !WiUF!CTIJREll RECO~.!ECMTKm MIS AA!: 01/W.',:';\l!K: lr.!l fflllXJf;!Al!. fil l'll'llm fill/il SE msTAI.Wi 11 M'IIW.l NltAS OOO'TYMERE rr 5 llffAl!BI.E. COORl£10R ffil fU!iH Ill. l!Al•U'>ll l'RIO!l lll INSTILLITIOO Of VIJ.\'Ell ilD/UlillWl.UNE! PRIOll1ll lllSIAl.llm1 Of llfA:JS. s,m;:;,w, HE,0S ME AVA1ASll' IN Vllmt,\l DEGREES IJf AAts. COill1IIJ:lt1!S!Wl~AIU.CH IEA!l, lHEAP.Ct:OS!SlmlllO PIW'llt£ ADEQUATE COVER/Et MD PRE\""dff (IY[RsPjt\Y °'" r:M.KS, RCWIS. BIJlU'.l::';GS. Ere. rMrn, ross1ru. fil l'll'r,t, PW fliC!Rrc>J. suoo, w~ ur:orn PAl'l:IO S>WJ. BE 11'STI.IJ1ll l'RIOll 1ll l'A~llG rliJRll. ,o TEES, !ltli I¼! OlllER l\lRflS n l'll'll;G SH/il BE UIOO!D lliiD!:R PA~~~- COOO!!Cl.\11' !llilll.ll'l!l l\1lflJI laltl l'\JJffi!\l P!JIIS TO Al'OIO coorncm:G LOCATMXtS atrr.EF.R f'P!r:G nm 1-'tNrr rns. All w.tl\ ctffllliS A'!! 1ll BE U!CATI!) 1, SH!U6 !REI.S l'Wlml! l'OSSIBl£mD M:Ell SIX 001 ml!S fRO'J lllmlDE HF.MlEl!. IF A QUICKIIDill G lllCAml ill ALJ:'fellllEAIT l'Ull DE MEO~ A srn 1s1 lf:cll flllil'OJ MllC V1J.1t001t lil liEAIJS, 1'.1!01 I.IJC,IJEO !Dl'mlr TO Ct!lBS. HE.!DER!, Sllltl'l,llJ\!, t"'-L!, BWlllrt:CS m:_, AAE Tl! BE A ""'· OF ll',t al Wl1S lO A r.\':. Of FOOR (<) ~ l'::IAY rnru TIit STI!UCTI1.!Es. lRmGATIOO DES1C\l ~ BASED il'OO A Mlffl'-1 Ol'ERAmG PllESSIJRE OF 65.3 PSI r;rn/ A MAX!VL'M DEllMl!.QE 41'1.0 GPl/i ATllikf'.QJfil OF CO!!NECnOO. AV>Ju.BtE CITY STATE \'IATH! PRESSURE IS: Nf/J. PSt. WATER CO?f.PAAY: WA f'R(SSURE CIJ.CUIATIOi'I WATER urn:R, I SIZE: l~m· KG.L WA IID'ATION , .m ,tO/'Sl REl'.OTE COOl!Ol V!l.\'E! IWJIAUl,l OEl.Wffl Gl'll tul'ATIDR WAT!1<UE1ER ~ f'RE'VEJif£R STRAINi:R GATEVIJ.l'E 'MAIN UN! CO!i!ROLVAl'/E l 1/1," !.A11JIJJ.. l!NE l • LATERAL LINE 'J/1.' lATtAAl UNE 1!2" I.ATERAI.. LINE Ill% mTi>G LOSS ruv, CHANGE+!~ PRESSIJRERECl'O. 0 fl!!I) !OTAlSYSTEM LOSSES srn:nc PRESS Av.a:~L£ RE!IDIW.W!IEJ< PRESS-ti• ~It m:ss RE~D O PllC • ID PSI fk."IBEST'iALVE fRCM METrR A-1 1.AHGESTVALVE l!,.l .. 39.J2GFM HIGHEST VAlYt M:.: 33.75 GPM 35.75 211' WA PSl!.CSSES !.3 9.0 5.0 1.0 us l.70 0.43 0.66 1.11 1.65 3.26 l.7l 3-0.0 65.!5 "'' WA EXISTING REMOTE COITTROL.,_ __ _ 7.WilTI!lD • NEW MAJNllNE mm.• FLOWS. 1.IASTl'RVM!IE TO NE\'/ COll!R011£R -SEE SHEEHl·l I 2 EXISTING BACKFI.OW DEVICE J corl,RliemR miil]]f'l'txi""",,,...---...,,1 J Bll:KflO\V PRE\IEIITOR HAS BEEN • • CERTIFIED BYTHE CITY OF j \/A UEWPOITT BfACH I / I saa l oo / (XISTING WAITR METER ' ,f .. i / .. , , ' . NOTE: I ! IJEFORE EXCAVATION, VERIFY THE LOCATION OF ALL UNDERGROUND IJTILmES. DIG ALERT (UNDERGROUND SERVICE ALERT): Hl00-422-4133 (Will LOCATE ELECTRICAL, WATER, SEWER, GAS/Oil, & COMMUNICATION/ CA1\IUNES) CONTRACTOR TO REPAIIHURF WHERE NEW IRRIGATION l'/iRES ARE BEING INSTALLED. NOTE: THE IRRIGATION CONTROll.ER AND ELECTRIC MCTEA Will BE LOCATED BACK OF THE SIDEWALi< ON THE EAST SIDE OF JAMBOREE ROAD, THE LOCATION WILL BE COORDINATED BY PACIFIC BAY HOMES AND THE CrlY OF NEWPORT BEACH. NOTE: PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VN.. VE BOXES, MCKFLOW PREVENTO RS, ETC, SI-IALl BE LOCATED IN tANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL SE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. • EXISTING Ell'CTRIC VAULT IBCE) ' . PLACED 8' • 3'-6" COflCRETE PAD (SIZE TO BE FlELil l'ERIRED), PLPCED BACK OF SIDE\'/AI.K ll','EP. BROWDITT:H. IRRIGATION LEGEND 3 INNER '-i'UMBER INDICATES MAAUFACruRrnnm MODEL NUMBER OF TIE IRR!GAT10N Hf.AD A~U fffi ~OZZl! l'SEt NUMBER tEG~D BEI.O'b') On D OLJlER SYMSOLINOICAra lfltl IRRIG,\TIOO Ht/D ISA 5/!lill!l HOO OIi RISER, R U BUBBLER HF.Ill o, RISER OR ASPECIAC HCOHT l'OP-\lP HEJJJ ~EL STh!SOl llil8<D BELOW) OOTES: 1 I 3 • SYM. DE$.CR!Pf10H Mfil. TORO !ORO TOSO TORO MOOELNQ 570H2P-OO.f..ftD-10Q ll0Z·l2P.J:OM-l'C0-10H 570!-l!P·OOIHCD-lOf S10Z-!2M'.:OM-11tQ..10T OESCRIFllON MC so• 180A 35il• 33• OETi\11. Q mDICA11"511' POP-l1 Ht/DIN S'fflUB MEAS HIIJ.3 • ro, !ORO S101 SERIES HEl,OS USE 5101-111'-CO!HCO PRESSURE REGUUTI,o CHECK..0-MATIC POM!PSWITH PRESSURE COMPf.NSJ.t!ro SCREENS (PCS) SlZED PER ~MUfACTLIRER'S SPECIFICATIONS FOR !Wl1US REDUCTIOfi. 51~BOLMFG. A Gil~\'Clll MODEL NO. OESCRlPT!ON DWV..PRS ELEC'fRlC Fm'mil CCITTROL \'Al.Vil PRESSURE REGUI.AT!NG TYPE INS7lillll IN Vil.VE BOX. Ell J(.ING BROS.IND, aw-v BLDCK!?TRUE UNION Dfil VJJ.l'E. LINE SIZE, IN VIJ.l'E BOX © iWNSIP.D © ti!BCO ® RAINY.ASTER 0 Ji a , .... H:, .'r. }11:, ,_ . .,,_ ....... :·~r· : .. i S3 DLliC QU!CK CO!J?lER V&VE \'II 1 33 01 cotmR KEY T-113 GATEVIJ.'IE,UNESIZE IN VALVE BOX f>.200 WI 2" fl(Y;'t SENSOR E.V..0.S.SElf CASI.£ PYC Ct.ASS 20/J roTAfll!WATrn tATEAAt LINE. l'l'C CLISS m ~•J fVCSCH 40 (1-!J2• & SMALLER) l'l'C !CHElllJlE <O NV SCHEDUI.£ 40 fIBlS.DX2<, OXRf1_ fi-RNJIO-f, EV'-Ml•f SEE SPEC!ACATIONS FOR DEPTH. NEW !RRJGAllON w.muNE Plf'f: SEE Si'EC!f!CATIONS FOR DEPT'rf. POTABLE WAITR SLEEVE.: SEESPEClflCATIOl'5 FOR OEMli, ELECTil!Cli'!RESlID'E SEE SP!'CIFlCATIONS fOR OEPIH. rR!UGATIOO COMrnOW:R HSP-0124"'-'S,llSOX-Ol, ST~Nl!SS S7illENClOSURE HSDX-R/,XSEV-AAIJIO.F, HSLV-A.'-11..f EXISllNG IRRIGATION MA!NUNE PIPE PUU BOX EXISTING H.ECl}!lC \1/!J.JLT EXISTING ~1ASTE.R VN.Vf. OJS!ING 6.1001JIW O~Ct O:!STINC WATER ~ETER REMOTE C0"11<0l Vil.Yr, ' X .J 1-lli· ! 40.0 INDICATES COITTRDU.!R AflD STAiiON !WM BER INDICATES V&\!t ~11" !ND'.CATES G.P .M. FOO THATVM.'u SEE SHEET ll·3 FOR IRRIGATION DETAILS SEE Sh'EET Ll-4 FOR IRRIGATION SPECIFICATIONS RA,'} 10' 10' 10' 10' GPM PSI OJ! 30 0.66 30 l.l3 30 0.4' 30 D tmJL Ml-l C/1.l-3 !/U-3 l"IU-3 NIA WA WA WA GfJ-l NIA NIA "'' NIA 2 0 4 0 . EE 5 0 0 "' "' N "' < ~ z 0:: 0 < ,,. -1-1 ... z < 0 u p:; ::i:: ~z~ Vi u r.i:.:i <o "' 0 O <~ ~ ;:,, N -~ " 0 .., ' ~ 0 <!.'. f>: C ~ o""' i;.t:l u ""' ,,., o~ .. >< ~:; "' -~~~ < z" -~u i:::o ' 0 p:; < 0 •• "' u 0 Ill Z ~o~ I-! 1-<1 0 i:::o i:tl ~ E-< ::i:: ,-.; -"' ~~t""' u ;:, "' "' ..., Z <~ < "' -. r-.Q . ,... p., i::i 0 p., :,. ~ ,J "' ~ ~ z ::, ::i:: ;. 0:: < u < :-;, ,.., " 0 ... z -< ...... a.. z 0 ' ~ C!J 0::: 0::: - UJ Cl.. <C 0 Cl) 0 ;z: ::5 PLAN DATE 17JULYOO BID SET REVISIONS !~,a APRIL01 ELECTRIC METER PROJECT SCALE DESIGN DRAWN SHEET OF 96.027 BA BA CA ~ f ::s, ft, Q ;r, 0 .., " "'\ (' ~ (\) 7c, IL P- ~ (2- :o- :s ~~ ~ i;l - ~ = "' L> ., NOT ASSIGNED r0t -------0V a NOT ASSIGNED ® -------B NOTES: (il !:.'LOCKED TRUE iJfmN 1W..1 VALVE (il VAL\1'200%-SEEIRRIGATDNSPECS @] """'" GrWlE r:;i t-i;;lOHTOfVAL'IEOOXAEOVEFIN!SH 1.:J GF!ADEVARIES•SEElRR!GATICf.lSP'E-CS (ID SUP ENO ~cram: 6UP'f'UED WITHVN.VE @] PEA GRIMSL 12' llEl'TH) {II ""ICKVALVE!lOl(SlR'!'OOTS r.;'1 PVC MAIMJN&SEE fRRXlA~ ~ SPECSroA?IPEOEPiH BALL VALVE 1t0i 13 6 9 10 11 12 NOTES: m VN..VE. OJX. SEE IRRK!AT!ON SflECS I!! ,._ """FBAAI.E AOIJ'TS'! [!I ZOlt~UN!.:AA LEN:G'rnOfW!Re, COUD l!§j """""""PIICOCH!XllltttJITTWl'Ui m WAim~WmE~ l!!l """"""'°"""" 0 REMOTECONmOL VN..\!E ff§ PfA GRA\/S. (2" DEPTH) @:I !-EIGHT OF VALVE OOX APDVE ~ GRADE \'MIES, &EE IFIRIIJAT!ON SPECS fill FVO IMNJNE• SEE IRR!GATION SPECS roRMP'E DEPTH @ FJN\SHO!UDE l!!J PVC TEE OR EU. 0 FVCLA1£RAL•SEI:IAAJOATIOHSPECS FOOPfPEDEP.TH @ OOICKVIJ..VEOOX~ ~ PYO NIPPLE ~ P\IC s,s Ell. ~----------------------------------------'------------------------------------------'----------------------------------------+-----------------------------------------1 -------~ REMOTE CONTROL VALVE ® -------D ~ l's • VI2 • RA.OO ~ro,is O'JUlW:N ((H 1))) 1 (V-i'f-lONC-RPTR Renote Rr !lo.3E S:fatm r()f"' ~ To Ra.d.o tOf'lfttlnlcc.t:on. f 1 □H-!-1:l AElD l'ERIFI' 9" ""'"" AUTOMAThC CONTROLLER ® ---------------G ~ p ~ = r ._. !ll----il ' I I ' ' I ' ' ' I (D STMru:SS mil DlCU'!S,1J',U'. \iml ~ wmtoilER 11.'f!J ElltTRICll W!STAL r:sff..U PER r.•l:t,'f/lClU;m'S SP£Cf1Cm'W.S rn ro:tRra~ ASl'Ei! ~~lfACTt~orssm:mtATIO:'lS Ill D'.X.'!lliWIO.t':iCMLE~ !!l He Klll'O~'i'ER ID COOTh'Ollii! III ~.~ Clru: IOOTI !.ll !O' s;;ru S!""1S 1 ... , """""' (i] ~ s::£0" STlifffl 1-1:4 [I!Wt'Lt=ComJ!~WX! m """""""' ID) l!A~SfIDT.00:DM;E i!i=c=m= ii.a god" r..:w:f """""'-= P.:trl'«."..Tl;Ccf'Ct.:'Ol TO camwl.W EYrmm. ttttffl..rn~ ar ~ ~ ' -. ',' . ' NOTES: [D Fl.CM SENSOR ~ V/4J..VE BOX·SEE IRR!GATD.ISPECS @) FIMSH GRAOe Q 1-EG!-iT Df VM..Ye OOX ABOVE f'iMSH l!J GRNJEVMIES-SEE iflR!GATIONSPECS r.::-1 PVC WdltJM:~ 86; !RftlGAY!ON l=-i SPECSFOOMPEDE?TH AOOITioN.l.L t-01E:: CITY OF t~E\1/PORT BEACH 'fHfS PL.Nf IS SIGNU) er .rnt!: ary or NtrrPCRT BllCH ,rn COftC£PT 1WO ~ ro aTY s-rANf11tRtJS AND RrCJI.J1R'£M£tf CNt..r. •. if/$.. c,rr rS.NOr ReSPQN- S:Bt.£ FOR OCS/GH ASSflMP110NS ·AN!) Aeptn'IO'. @) FIElJW!RE 0 """""'"" @ """"'""' @ WATER?ROOFWlRE CONNECTOR Q 3/4~ GRAVEL Ol'WN SiJ'MP l!':J tr MtN!MVM OEPTH M!Nll,1\JM 3'--0" OCMEEN FUJIN SENSOR A.,',O t-.r-ff P!PEATTlAAJS _____ F_LO_W_' _S_E N_I S_O_R _____ © NOTES: [I Wm<, Wl3, ,-Em m """""""""" fit FOP..\.fi telJ). P0NJP 1-EIOHT l!.11 PER r:lft!GAU)N 1..BlAM) r;o °"""' VAi.VE, O' ,_,.,,., i.!.l t'f,EE!AA)GAn:lN~TICWS} @ sat C/l PIIC Ml'f'l.c • lfil MAAt.EX -BJ.. (il ~.APLEJITIREAOB> EU• IIl PIIC FITTINO ""''"""" [!I ""'I.AlEFW.PIPE 11 !l'wm J<»tT N".Pi'tES NOWS NlE TO BS THE: BNlE SIZE A3 TI£ MET AT 1--fENJ 12 11 POP-UP HEAD ® -------H IIl!-ll4__.I 101---------' NOTES: (!} YAf.VEOOX•SEEIRH&TIONSPECS 0 OOICK """"-""> VIJ.VE WITH WM.COVER @ T.1te'~STAl'CE r.l ST""'-"'S STEEi. GEM a,,..,s l:J OR EOUVA!..ENT SUPPOfrr SYSTEM rn """"'""""' @ .. AGAA\IB.(2'DEM'1) m """'""'-"" """"""""'"" 1 T @I PVC SCH 40 STREEr EU. [] P'VC ~ 00 NIPPLE (LENGTH PS REQUIRED) fill! rYC WJNUNE-&.E IRRt0/1.TION ~ FOO PIPE DEPTH fill PVC TEE 00 ELL ~ P-,,,W. I§! PVC SCH t'O MPP\..E R-5769-~ QtJICI{ COUPLER VALVE CD <c: ....-1 z 0 ~ ~z~ Cl) p;:i O <c:1-1 ~ ....-1 ;-,.l 0 rz·Cl< ::r:: p;:i u o~ .. >-~ p;:i ::r:: < ;:.:t1 u o~< ~ QP=:i r:o r:o ~~~ Z <~ i-.Q 0 P-i ~ J:Il z ~ tE Cl z 0 ~ c:i a: a: w CL <C 0 u:, 0 2 :s PlANDATE. 17 JULY 00 REVISIONS p::;i u H !=Is t-i u < P-i BID SET 0 "' "' "' "' <!! ~ z ;,:; 0 "' -.., < u ::i: u <Co "'0 "' "' " E-<' ~o 0 "" "" "' ~:; "' ... z" ~ 0 ,. 0 "' ,,.,z "'0 f-, :i: ~"' ::, "' "' ..., "' : .. 0 > .., "' ~ ::, :i: "" rt: < u ,0: ::, ,... ... 0 "' PROJECT SCALE DESIGN DR/\WN 96,027 NO SCALE BA BA SHEET Ll-3 OF ,-,,,,,.. f C) Ir I) ::s ~ r~ I> ~i ~ ..., ii... (l_ 3, ~ " (L_ (>._ ,,· , i·· I r,~ '\ . ) I" C-__i, ~ ~ -' ~ ::1--- V, 1 s· :,;- "\, :,; }"'" I¾ ~~ Ul tJ l!)S(A PIE I lltlB GA 11 or,, Slf'l IE(I f I Cl1 norJ s 1, SCC?E: 2. 3. l'OOl'ltlE lAOOI\ MATrnfil, Pa!MITS, EOOIPMOO, stlffll'/ISION, SERVICB AND mANSroRTATIOO ANO AU. OTTEl ITEMS N!I£.SS,'.RI' TO l'[!fC™ All lRl,GATIOO WC111: AS IN!J!CAT£D ANO SPE□flED ON !'!.ANS IIE'AIID BY WlTON ASSOOATES, 100.UD!f«; All lECO!ll IJMWl!IGS, IIDJ(ID O!AGR.\MMATIC ftANS, GUARAIITID, MIJ SERVI(! MAN\Ji\l.S. WOO(SH.\ll 11' COMl'tElill 111 AN EFFIOOO ANO SAT!SfACTOOY MANNl:R TO THE HIIH.11 Mlll:MANll!I: STANIJAl'IJS ESTAR.151-JID fOO SfllN)!.!Jl lNSTALlATION AIID OPERATION. G(lllmlll. ai:iruno:is: A. CONTRACTOR SHALL VERIFY All CONDITIONS INDICATED ON THE Pl.All$. CONTR/\CTORSHALl NOTIFY owtlffi'S REPlll:SENTAllVE IN WITTING Of ANY DISO!EPANGES IN THE PLANS AND FIEl!l CONDITIONS l'OOl TO THE COMMENCEMENT OF WOO<. FAILURE TO NOTIFY THE OWNER'S l{Plll:SOOATIVE IN •• WITTING EXEMPTS THE CONTMCTOll FROM GAINING COMPENSATION FOR fl£QUIRED GlANGES. B. (()l{TIIACTOO SllALl CHE(J( All SITE CONDmONS, AND VER!fYTHE EJ!JSTENCE, LOO\TIOtl /IND SIZE OF UTIUTlES AMO SER\IKES ~ORTO BEGINNING WOOi( C THE lm!GAT!Oll IJESIGtl M INDICATED ON THE DAAWINGS IS DIAGRAMMATIC SCALED DIMENSIONS ARE APl'IOXIMATE. BEFORI' l'IIXE:ll!NG WITH WOO:, CHE(J( AND VERIFY SITE DIMENSIONS. D. 00 llOT INST ALL THE IRRIGAT!OI! S'!STEMS WHEN UNKNOWN OOSTR'JCTJONS, Gll.\DE DIFFERENCES Oil lllSCRl:l'ANGES IN APEAS OR DIMENSIONS ElilST. IMMEDIATELY MNG DIS01EPANOES TO THE AllillTIOO OF rnE OWffl:11'5 REl'lif.SEITTATIVE. IF llOllflCATIOO IS OOf GIV!:N, THE CONTRACTOR SHALL ft5SUME ALL f£SPONSIBILITY fCR REOUiRED REVISIONS AND COSTS. E. CONTAACTOR SHAU COO!lDINATE INSTAU.ATION Of lll:'JGATION WOOi( TO AVOID COIIFLICTS WITH P!.AllllNG, UTilmES, ENGINEERING AND AllOIITKIURAL fEA TURES. CONTAACTOR IS RESPONSIBtE FOR COO!IDINATING illS WORK WITH 0111ER Tll/\DES. F. CONTMCTOllSHAll PROTECT INSTALLED CONTRACTWOOl(AND WORK OF OTHERS. G. COMTRACTOllSHAl.L Al'PI.Y AND PAY FOR NKESSAllY PEllM!TS AND FEES REQUIRED IN FURSUIT Of Wrti'I.AS RfQUIIHl B\'GOVEl'Jl!NG CODES. IL LOCAi., MtmlGPAl AND STAIE LAWS, RULES AND REGULATIONS GOVERNING Oil REL\TtD TO A l'OIITTON Of THIS WOrn<ARE HEl1EBYMAOE A PAl!f OF THESE SPEGFICATIONS. I. CONIBACTOll SHALL KEEP P!IMISES 0.l'AN AND FITT OF EXCESS EQUIPMENT, MATER!At5 AND RUBBISH IOOllEIITAl TO WOOi( DURING CONS1WJC!JON AND MAINTENANCE PEPlOD. llROOM CLEAN All PAVED AREAS. J. COOTRACTOll SHALL NOTE All FINISH GAA!JfS !11:FOl'l: COMMENCING WOOlt !ISTOl'l: FINISH Gl'ADE CHANGED OOffNG COURSE Of THIS WORK TO ORIGINAl Ofl lITTH!DfD CONTOURS WHEl'l' Pl'.ACTl(},L K NO DEVIATION fllOM PLANS AND Sl'ECJFICATIOIIS IS AIJTHOOZED, UNLESS WlmEN A!ITHOlllZATION IS Ollf AOO:D f!DM TI-IE OWNER'S REPIBEITT ATIVE Oil HtS AP!'Olt!fED R!:PRESENT AT!VE IN ADV MlCE. L THE CONTRI\CTOO SHALL O!ITAIN AN ENOOA01MEITT Rl:MOVAl AGREEMHIT !F REQUIRED FOR All 11\!'JG/\TIOII EQUIPMENT LOCATED WITHIN PUllLICRIGHT OF WAY. M. (OlilRACTOR SHALL REUSE 0:lSTlNG IRl'IGATION EQUIPME~T WHICH IS IN l'RO!'ER woru:JNG CONDITIOO. A LIST OF EQIJIPMEITT TO 1£ RruSED SHALL !'l: SUBMITTED TO OWNER'S REPRESEITTATIVE FORAPIIDVAL S!'ECllU tiom: COtflllACTOO SHALl l'UlfY IN THI' FIELD THAT Al.L 11111G.\TION DESIGN AS.IUMPT100S IN!JIG\Trn 118.0W Ai'E Clll'E<ECT. OO!ITAACTOll SHAU. NOTIFY O'/mER'S REFIESENTATIVE IN W?lTING OF Am DtmPANOES iH THE Sl'EOflCATKffi, f'!J\115 AIID fiUOcootllllOOS P!llllT01llE ID.MENCEMEITT Of WOO( ANIJAT ANYTIME llUl'lllG WOOi. FAlllJII TOHOllfYlllE O\l!lE!fS IUIBEllTA1M IN WlrnNG EXtMl'!S M (ONTJ\I\CTOO FRC\'~ G.\lh1NG COMPE~,,\1100 FOO rnANGB. 4, S!!.Jr.il'llili.: OO!ITAACTOO-S MAINIDIAN<E l'E~OIJ SI-IAll NOT EI TEfl'AlllAltD IJ!!TIL TIE fOClOl'r.NG CONDITIOOS AP£ MIT; A. l'l'COID DllA\'.1NGS: 1. UJNTAACTOO SliAl.l P£CCW Willl(I\S 1115 AC!11Al.l Y INST All ED Cll AN El!ASA!l.E );[R())(VELlUM 11\Sc Of TIie IITIGATlCII Df\\\\1NG, MAr.E OWlGE5 TO )([IIJX VElllJM BASI' IN IN!; (NO BAll !'Oltrr PEN), Af!iJ MAl~TIJN Gmm REa:ro !JAA\'llNGS ON TIE SITE. TI!E FINAL •,s !!IJllT" FH.llfll lll\\\\1NGS $!W.l llE DAAITTD EMPlOWIG A m.llUEITT lll\\FTSMAN. 2. ltcmJ DIMENSICllS fl'm TWO lllffEREITT l'Efll'.A~Wi l'C!llTS Of ITTERHKE (!llJIUllNGS, MOM!MEIITT, 0/ffilUU!ll!S. ET(.) FC!llllEHUOMNG ITTMS: •· WATU!MffiRANIJ 11\0,LCIN ASSEMl!.Y b. CWIECTIOOS TO Elll5lll/G WA 11R LINES < !l,\ll, ®1(X COOi'!. ING ANO AIITCMA TIC comm V Al VES d. IOOTING Of flBSUIE LINES •· SCffiI Of EI.ECTIKAl l'CM'ER FOO (l)hTlll.lER, LOCATION ()f COOOOT ANO COOilUC!ORS fll:l\4 S00U TO COITTllll!Ill, OOIJTING OF flECT!IIG\l WI~, Aml SPAR£ Wli'E LOCATIONS [ fll'E AAll filGll(Al. S!.ID'B g. IIRGATIOO lltAllS HAVl!lG A DBIGN IWJIUS Cf lO' OOMOOE l. CllN!AACTCll Sll,\ll SlllMIT ~~ SET Cf COMPI.IJID llECllID IJAA\\1f«;S TO THE OWNER'S R[l'IIESfJlTATIVE l'IICll TO llE &GINNlt!G Of THE Sl'E□flED M/JNTENAtlCE rmoo ANO OWNErrs R[l'llSEITTAilVE SH.Ill 111:FlfY m.11'1.EWlESS l'lllOO TO FINAi. ACCEPT AN<l'. ll. CONTOOllER GJARTS: 11-lc UJNTAACTOO SHALL POCPAPJ: ll<l COOTROl.lER 0011!5 AND iHCE THEM IN Tflf COOTIUlERS IUOOc m.lMENONG SERVIQ'. COOTRACTOO SilAll VfmFY COMllETHlffi OF IHOOJ DAA\\1NGS \illH lll'll<E«S fEl'lE.'EN!AllVE 1'1100 TO PIIPA~NG THE CONlllJllER CHARTS. THE CO!fflUlER Gl'.RTS SiW.l El' ITT:PAIED AS f(I.UJWS: 1. Pll(JIIDE CK aJlfTilll.lER OWlT FOil £A01 AU!C\\IAT1C CO!-ITIULER SHO'MNG THE AIIEA COl'(RED BY THE CONTinlER llll' rnAIIT MUST SIKfN Cl.Ei\flY All A!::AS IJllllZJNG R£0.AIMED l~GATION WATER Ah'D l'OTIJllE llllGATIOOWATER Tc! OlAITT !HAll BETHEMAll!MUM 9ZE1ll£ COt/TIUlERIXJOOWILl All0'/1. l THE QWif 5 TO llE A REOOCEIJ DAAWING Of THE ACTU,ll AS-&Jll T S\'Slt\\. Tift ll~~ 1'11:IGHTS .sNO LITTHl!!<3 Ol'!TIE OOGINM. WflUlEROWll DAAWING ~Mll BE SO D!t\\\'N THAT THE fl:OllCID CHAIIT 15 O.E.~ y REA!JAIII.E J. 11l!: OlART SH/\ll lit A 81.A00.11!£ PIIIITT 111TH A OlffEliOO filOR USED TO SHOW AV. Df COl'EIIAGE FOO EAOl STATION. 4. \'MN COMPl.illD ANO APl'OOVED. 11£ CHARTS 511'.ll EE HEAAIETIO.tlY SEALED ll€TW[[N TWO AECB Of PI.ASIIC EAC!l NE<I !lEING A MINIMUM Of TEN (10) MILS 11-l!(l(. C. 5ER\IIO: MANUALS, I\E\'5, OOUIPMEITT, AND GUARAITTHS: t CONJR,\CTOR 5'1Alt 500,IIT lWll (l) SERVIU MAHIJAlS FOR !IRGA!ION EOOll'MEN! TO O\'/!IER'S llEl'!l:500AllVE. MANUALS MAY llE LOOSE LEAF Allil SHALL CONTAIN COMllffi llAAWINGS Of All EQUIPMEITT tNSTAf.lED SHO\\,NG CC!'Al'Clifl-lTS ANO CATALOG N\JMOCRS TOGf/HER 111TH THE MAMJl'ArnmE~S f!AME Aflll AOOR[SS, OfHIATION IN5lJilJCTIOOS S!IAll IJE SIMftE Ei!OUQJ TO l!E UNDEIIITOOO MTHOI.IT 51'E□AlllID liNOW\.EIXil l COOTIIACTOO S!1All SUll\lff TWO (1) SETS Of 1<£15 1'£R 1:,\01 C0\\11nlER A COPY Of TH[ EQUIPMENT GUNWITEES 51-1,\ll !IE Pf'VIIDED TO 1llE OWNE~S ~NT A Tl'IE. l. THE OllllAACTOll SHALL SU11UTl1HllllO'MNG 100.S: ,. TWO (l) SITS OC S!'!:00 TOCI.S fl'QlJlfl'D FOO REMOVING, DISASSEMIII.ING, ANO ADJUSTING Ei\GI 11!{ Of SPRINKLER AND VALVE ON llllS PfllJECT. b. 00£ !1) (JJI(]( crunrn IIEY AND MATCHING IIDSE 5'111VEl fOO EACH 1m' Of (JJI(]( ((XJl'llNG V/.t VE INSTi\llED. 5. t'JllTI:t! SIIPl'LV: A. GENERAL: 1. ?OTA!H WATER SUPPi. Y SHAll llE QEAN. file[ Of SIMNDW PAITTIQES. ALGAE, Oil OIEMICAlS THAT MAY fOIIM INSCUJIII.E P!l[Ol'ITATB INTH! EQl!ll'MEITT OR MAYE( DrnlMEITTAl TO f'I.ANTINGS. B. WATERSER\IICE: 1. lel!JIVIOOAll Y ASSBSED AREAS AND IN!Jl'IIDUAll Y OWNED 100 TD IJE OWNED) LOTS SHAll HME SEPAIIATEl Y Mffill[D AND a:mocurn lrai!GAT!ON S'/5TEMS. 11111GA1100 SHi\ll 11[ CONflNED TO THI IN!l!VIDUAl i\lJEAS, llffilOOT OVE151'AAY 000 ADJAUITT /\Iii.AS 00 AC!l'.ISS l'lmllTY llNES. Sl{GAl Sl11J,1110NS MAY fiE APl'OOVW OR REWlilBl BY THE Pl.ANNING DIRECTORAOCHIITCT TO VARY FROM THESE ilEQ'JlPfMEITTS. 2 mY Al'i'OOVED ll/\OJLOW P!lEVE~'1lON UNITS AR£ REQ.JlilBl tl-1 AlL lll!!GATIOO SYSTEMS. INS!AUATIC!I Sl!All COMP!. r IWH All Af'!'I.ICAIJI.E HEAL Tl! Allll SAFEJY COIJES. 6. 61111!1/illill: 1. 111E SITE Sl'RNXI.ER %JIM, INO.lOING l'IOl1l( OOl'lt IJNOER lll!S CO/ffilACT, SllAll BE GUARANTEED 1H WIIDNG AS TO MAID1!Al. AND WOO!MANSaP, INCUIO!~'G SETII.ING Cf !\l(l(flllED Aff.AS BEi.OW G!IADE FOO A l'rnOO OF OOE l'l:AR FOCLOWING 1l1E PATE ENlllllG OF 111£ Sl'EOflED MAl!,'THl.100' PE~OO. TlliS DATE SHAll fiE llillll'.IINED BYTI-IE OWNE~S lml6ENTATIVE AffiR REVIEW OF TllE SllcOFIEO llffGI\TICll WOil(. IMMEDiAlli Y FEPAIP. DAMAGE 1011-IE SYSTEM AND SITE CAIJSID BY fAI.UY MATtmALS OR Wll'mAflSHI? AT NO (lJST TO THE OWNER PROVIDE INSTPI.JCTIOO TO 1lll' OWNER'S !l'Pl{500AT1\'E MID fll[UII; MAINTEl!A!lCE l'El1SONNEI. IN Tif llPERATIOO Of 1liE llmiGAllllN SYSTEMS. 1llE tl\\'IJER IUAll!S THE rnGHT TO MAKE EMEllGENCi' !!'PAIRS WllHOOT IEI.IEVING l!i' Cotml.\CTOO'S GIJAAANTEE Clll.lGATIOOS. IN 1liE EVENT THE CONTAACTOO OC6 NOT l'Bl'OOD TO THE (1//tlffiS llcQIJEST FOR IIEPAIR WOO\ l/NIJER THS GUAllANIEE WITHIN A llMEl.Y MM'1.l~ THE O\\l!EJl MAY MA!E SUOl FEPAIRS Al HE MAY DffM NE<ISSAIIY AT TllE flJl.l E»'El!SI: Cf THE COITTIIACTOO. r.ill TEt1UllS: A, ell EMI.: 1. PIDlllllE N£\\I MATEmS MO EOO~m;r Cl' llm OOAlllY OOTAIN/1!1.~ 1'11-101 COMPLY \\i11l1 DAAWll,'GS Mil 51'£0FICATIOOS. l. NO SOOSTl11Jl10N OF Sl'EOFIID MATEllAlS 00 EOOil'MEllf SHAI.L I( MADE \\'ITHOUT IEVIEI'/ BY IIIIITCII ASSOOA TB Afill Wlilrnll Al'fflJV Af. fll'.JM THE OWNEl1S fml&NTA 1lVE. ll. 11:ml:.~TIC~ i'!l'EAIJD Rm!lGS: 1. l'()fi\lU P'/CFII'£: a. l'll'E SH,lit IE M/\Df f!O\! /ISf Ai'l'IJ:l'IED, ll'PE I, GllAflt II l'l'C ~Pill/Nil CCl,rllllMING TO ASlM 16N Sl'IIJflCl,1100 D11111. flf{ SiW.l MEET IJEQUTl'fMEITT5 SET fOllTH IN fEIJEMl SFEOFICATION PS-ll-70 \\ffil AN APf!IOl'PJA1HTANDAIID lllMEl!IIOO RATIO. ll Al.l FlAS1lC l'l!'E SHAl.l OC CONIINI.IOOSI.Y AND FfllMANElillY MAll(E[) 111TH THE fOl.lO\\'ING INFIJ!l'MTlOlt MI.NUFAC!lMR'S N.\M~ NOMIMl ~Pl' SIZE, SOJED\U OR a.ASS, 005\JRE RATING Ill PSI, 11SF Al'l'OOV Al ANO DATE Of EXmJSIOO. c ALL SOI.VENT SHALL liE >5 FrolMMEt.'OOl BY MANUfAClURER Of PIP£ fITlli«; ANO M AW!l'.Jl'ED. I.IS< NO SOl\/00 FROM GI/IS \'Mill HAVE BEEN crulED O\mllGH!.- d. PVC l'IBSI.III: LINES TO llE ll5TN.lID ~ 1. Al.l Pll'El' Ali!l!.Alr,EllSHALl!HlASS315 2. All ~PE SMAU.Ell THAI! 2" SIW.l OC S0! 0 3. FITTI/:GS SIW.l II SOl. ,w . e. l'l'C ~ I.MS TO IE l:'!STAllID -RCXNJ: 1. All~l'£51W.1.!iEClASS200. Z fITTINGS S!W.l l'l' SCH. 40. ( l'l'C flTilNGS, SOI.YOO WEI.IJED TYl'E l'l'CSOl 40, Tm' II NSF Al'l'OOVED, SHJ\ll OJNFOW.I TO IISTM TESTl'OC<ElllllED2-lf6. !1, WC FirnNGS SIIAl.l mcAR 1H: MA!M'ACl\lliH1S NAME OR TIIA!JEMAII(, MATEll!Al IJESIGNATilllt SIZf, Af'l'I.ICAl!I.E I.P 5.SO!EOOl.t ANIJ 11SF Al'fOOIIAL h ~'OUOSE t!IP1'1.!S 00 CIIJSSES SHAlUiE USW, l"IC NIP!'tES Sill.LUI: 11,\(l(IN C0!.00. l. lil\\SS PIPE ANO flTT!NGS: lil\\SS i'!!'E 51W.1. II' I.PS. SIAIIDAID WEIGHT, ll'.S. REGUL,\l\ 85% Im llllASS <ONf(mli«; TO A51M ll4.l. mn~'GS SHALL llE \\'!ill SfANOAIID 125 POO'ID CAST l!lll'@'Tlllv.!JEO FITTNGS. 3. COl'!'ER I'll'£: CDl'PERl'll'E SIW.l BE l<AllllES~ TYPE I(. PAlill DAA\\'N l\J!lNG. C. llmffiflll!TI0:t TAPE: 1. MAMR TAPE FOO SLEEVES SIW.l IJE METALLIC IJ,\(l(EO LOCATING TAPE MAMD 1~Gl\11Clf' IN TWO !NOi CAPITAL lEmliS MliYTHlff fEET ALONG 1l1E TAPE. l MAfOOJI TAP!' fOII !l!l'<CT IIUHIAl \WB SHAl.l lJE !ID OOI.O!® "AllEH MAll<JNG TAI'!'" 00 /J'lm\/!D EC!JAL TAPE SHAll llE 3' WIDE. II. nmlifl6: 1. !'WE SI.EEVB SHALL lit f'\1(5()140 MfifMIJM. L lll\l.VfS: 1. ID\llfl' Ctl!-llln VALVES AND l'llESSIJl'E f!:GW.Tll!G 11'.Mmt CONlOOl VAliltl SHALL OC TIE Tm, Sl1I Mil PEll'IXiMANCE SP!Of l!D IN TIE 1/WsA 1lrn lEGE.'l:l. 2 FALL VAl.VESSHAll liETl-/!'Tm, SIZE AND ffll'OOIIAw.ESl'EOFIBJ INTllE l~GATION lEGENO. 3. OiE(l(VAl.l'ES S1W1 IJE HUITTt!UlCV•SffiEI. 4. Qtll<K COOPl.mG VAL VB 5/W.l llE THE 1m, Sil!' MID WOPMM'<E Sl'EOflID IN THI: lmGi\!100 lEGEP,IJ. f, l/AL\'U Fi:1.1. Clll:lS: 1. lifM(lf]' CCM1l:l VAi.VE 0011ES fOO FOTA!l.E l~GAllOO S'/STIMS SIJAl.l 11' MAfl\/FACTlml !ff MlmK (PART 1170105) 00 CAASOO (!1419-l!I). 2 l'BAIJIT a:M1n VAi.VE BOXES FOO l'ITTAIII.E mi!Gi\1100 SYSTEMS SHALL II MAs'\lfACTUREO ll'/ MIETII( (PA!lr 1170106) 00 (Al1SON {11419-l!I). 3. SAU VN.l'EOOIIES FOOl'OiAII.E l~GATIOl!S\'STl'MSSIJAU IJEMMM'Arnml BY AMOO(PAA! ¾1811114). ._ lllll oo.:<5 fOOl'()[A!l.E lmGATIOO%TEMSSIIAl.l llEMAfUAC11Jiill BY M\ffiK(PART !18111M). G, Sn.lfllllm !Jll!JS: Sl'll~'ll.ER fEAflSSIW.l llE Of 11-1!' TYi'!, SIZE Afl!l f'EffC™A!iCE Sf'EOfl!D IN 1llE llilGATIOO LEG[li!J. IL Mm SE!Sl~G omru: MIN SENSING DEVKB SHALL tUI[ mf, SIZE AND IE!HXlMANCE 511'0flED IN THE IIIRIGATlON l[Gl'NIJ. 1. m:m:1n mr.111G, 1. IJSI: IJ!IECT 11L111Al ID'l'ER WIRE AWG-U.f, liOO ViX. T, 51NGLE coooucroo SOI.ID COPPER PlA511C INSUI.ATED CAile MTEO fOll lJ!IECT ~Al APl'I.ICATION_ U.1. U.l. AP!'OOVED 14 GAUGE {MINIMUM) ?.LOT ANIJ Sl'Afl: WIIIB, 12 GAUG{ (MINIMUM) fOO COMMON Gll:.IJNO RITUm WlfE. WIIE C0\.00 AS HX.lOWS; COMMOO 11111:SiW.l llE \\'HITE, ((lllffiQ WIRESSH.~ll llE COlORCOOEllAlll'CiX.OOBUTIEDOR'MllTE. EACH rotn1lCl. WIRE ITI.IJRSiW.l & UMQU' FIIJM All OTlll:R CIJ!'l1ID. WIIB EXTflA CONTll:t WIRES SH,\ll Ii< RED. 2. SEALS FOO Sfl.l<IS ANIJ Sl'/Ji; WIii EllllS SHAI.L & "KOTOl-lc«" SF..AllNG PA[l(S OR 'l'EN-1111" l\ll'f COWlECTORS. J. Atml!IATIC co:rrr.11ums: 1. !AGl CT11ffilltlERSHIJ.l BE Of 11lfll1'f. SUE ANO P!lfOOMANCE SffOFIED IN THE lflilGATION lfGtND. 2. CC!!lPIJllBl SHAl.l Ol'EI\\TE 00 Sl!!GlE l'l1ASE, 110 TO 120 Vlll.T, 60 cm~ AlTEllNA1lNG Uil'iiENT, "Ul" llST!ll, Afro SHAll CONTAIN AN "Off" ANO "00" swrrrn TO SIIUT Off OOl?l' AUTOMATIC \'IATEmNG OOE v.m100T INIDru'Tl11G lHE TIMING MECHI.NISM. W11'UT SIW.l & 24 VOi.TS AC. 3. coonnlERS SIW.l llE ENO.l)S[!J IN WFAlllE-COOIIOSIO«~ANT I-IOIJSING HAVll<G lOCIJNG (0\/ffi rom::m:cr lll.l EQl.lll'MMfOOM VOOIJ.ISM. 4. mrur FOR 120 VlllT Afro l4 vcu WlrnNG Slt',ll I{ 115 /ll'l'l10VED B'/ TilE lOG\l OOlllJING (OOE FOil mcmoo. SERVICE Allll lllS11l&JIIOO (?VCPIPE Y.1ll 00! BE Aail'!Alll.E FOO USE AS RECT~CAL (ONOOIT). n. P~ !lt6t"1.l\TIOtl ira'l<E: 1. OOSU?l' i'EGtlll\!100 1JE1/ICE SIW.L II' lllE TY?£, SIZE AND PEllfOOMI\NI! SPEOfltD IN THE llllllGATION lEG£1ID. t. i'.!/lam.c;; rnmimo:1 l:lVla: 1. IJAOO'LO\'/ M\/ElffiOO OC'IICE Sl-l/\ll BE Of lllE TYPE ANll SIZE INDICATED ON TIil' ftANS. I\\WLOW !ID'l'ITTKJN DEVICE SK,ll MEET TH£ STAffllA!lli SET 8Y THE STATE Of v\lWOIWIA, G\llFO!HA ADMINISTIIAlNE COO£, 1!TLE 11-"m:GIJI.ATIONS FHA TING TO moss CONNECTIOOS". 1. IJAOll0'/1 PID'Etll10!l lJEVl<I SIW.L llE FITTED WITH ll31llWT SEATED TEST (OO(S, Affll WITH l'<SlllEm SEATED SHUT-O'f VAi. VESCAPA!l.E Of IIOI.ATING THE OEVICI fOOM 111E ~ Of THE S1'!1!h'XI.ER SYSTEM. !I. lrlSTlillllTlll:J Pr!OCEBlltllES: ., A, GE!lm/11.: 1. !f 00 Df!All ~ Pfll\flDEO flJR llm( IJNIJicRTH1S COl'll1!,\CT, INSTAll IN ACCOROANCI WITH MM/UfACTUREKS ll'COMMENllATIOIIS 00 liECOMMENOED S!ANIJAIIJ 1'11\CTIU. SUl:Mrf ll'CC\\IMENDED PR00:0015 TO 0'1/NEWS REl'IIESHf! A TIVE llff 00£ l'llOCEEDING WITH \'IOOI(. 1. ftANS AP£ IJl,IGRMIMAllC MIil IJ'l'l!JJQMATE. VALVES ANO OTHER lll!IIGATIOO EQUl!'ME~1 SHALL II LOCATED IN l'l.ANTIHG AffM. ~mlG ~'!All & LOCATED ALONG THE INSIDE EDGES Of l'LAITTING AREAS EXCEPT \'Mtlll' 00\' f EASIEI.ETO 00 SO. 3. Pll.NTS 24" l!lXSIII ANIHM;IJl SIW.l. IE PlANlED ll'fOOE MAIM.INES A~'O lA!EIIAl LINES AIII' lmTAllW. C, \7Aml st.71'1.Y: 1. CONN!'CT lli!IGATIOII 5l5TEM TO PrnNT OC CONNECTION (l'(Xj AT APl'!IO~M,.TE LOGITIONS 5H(MIN ON DMWINGS. 2. ALlOWFOOMiNOO OWIGES AT rot Q\IJS!l) llY ACT'JAl SITE COOOOIONS. l. Vf.llFY AVAllJill.E WATtR 11lESSIM' AT EAGl MITTR lOC,11100 PllOR TO COMMENONG CoosmJC!lON Cf lil!IGATlON m!EMS. NOTlFYTHE OWll!'~S i'Efl113EITTA11VE IMMEIJIATEl V If FIBS~ 15 00T THAT MllG! IS IN!JIO.TED I~ THE DAA\\11NG5, 00 IS NOT SUfflO[ITT TO OffAATE 5'1$TEMS P5 DESIGNED. IF NOTIFICATION IS OOl l'lllfOOMW TH!. CONTII\CTOO SHAll ASSUME lll'SPONSIBl!lY FOO Alfi l'HlUlliED REVISIONS. C. W:mt(C!\lst71'LT: l. COONECT l'O\\l'R ANll CWNECTIONS TO THE AIJTC!AATIC C0011IOClERAS INDIC~iED 00 mE IJM\\11NGS. 2. CIJt/lR,\CTCf!SHAll COMl'l Yl'IIIB APrl.lCAlll.E rnllES AND OIDINAN<IS. l. CONll\lCTOll SHAll COCIDM.\TE \\1TII OWNER AND OTHEll TRADES TO HAVE l'OW'J\ AVAll/J'l.E TO THE CONlOOl.lEflS WnEN NEEDID. o. mma~nG, 1. DIG TllEffrnES 511'AIGH! AND Slffllllr ~PE CONTINIJOOSI. YON roTTOM Of 111:NOl. lJiY MPE TO AN EVEN , • GI\ADE. fctlOW ll\YOUT INDICATED ON IJRAl\lNGS. l DEl'!H OF m'IIOIES SlillL El' SUfflOEN! TO POOVIDE A MINIMUM rovrn ABOVE lllE TOP OF THE .~PE AS !NDIO.TED IN ~PE DEPll1 ScCTIOO UNDER TI-IE IRKGATIOO APE /\NO FITTINGS HEAWIG. E. IMIE.~T!C~ i'IPUUD FIITIUGS: 1. ASSEMII.IES: ,. INST Af.UXJ MIJl.1lfl.E ASSEMIII.IB. l'OOVIIJHAOi ASSEM!!i. Y \l1ll1 ITS O'MI 0011.ET. b. l'ICTO MITAL COONECTION SHALL EI BY PVC MALE T1fflJl ADIJ'lER fl111NG srnE\\ro INTO METAL fEMAf.E flTIJNG, Oil BY MCTAL MAl.E 11IDO /JJAIWl fllTING SfJE'MD INTO P\IC FEMALE flTilNG. C TEfLONTAl{Sll\l.l. RE usrooo All THli!cADED PVCTOr,CANIJ l'YCTOMETAlJDINTS. d. 11:MOVE !MRS fOOM PVC APE mos l'illOO TO mlNECTING OR SOI.VEIi! WELDING. USE SCl.\11:NT MAN\JfACTUIOS RECOMMENIJATIOOS FOO ClEANII-IG APE ENO$ l'l'lOR TO MIJQNG SOI.VENT 1/,Ul)EI) mmi:cncms. e. All PVC l'IIE5SIJllf APE T ANO lA~EI\ SHALL HAVE THE Cml'CT SIZED COIKJ£fE Tl1lUST 11.00( INSTAllEO AT EVE11f AIIDI'! (]JANGE OF AUGNMEITT AT Mll VALVES, AT Tlli, ATElliOWS, ANO AT ENOS OF PIPE ll.JNS, ANO Wh'EREVER fltl.D CONIJl110NS ocam WfflOl R[Q'JIRE Ot,'E. REFER TO SAN DIEGO IIEGIONAl STANOAR!J IJAAWfNGS V/-17, W-12.ANIJ 1'1·19. SIZE IS FOR FOOR IHOJ MPE FOO Tilt Mllil ll'STllCll'IE50ll <0000100. f. ll'!IIGI.TION orom SHALl RUN PA!ll\llll, OR AS O.o<..l' TO PAP.IJ.lEI. AS IS l'RACTICA~ TO M CDNTOO\ LINES. 2. ~PE !XcP!IIS: DEl'llJOf nPESHAll !JE SUFFIOEfflTO POOVIOC A MINlMUM CO'/ERAOOVETHETOPOf TllE Af'I' AS fOlllll'/5 UNLESS INIJIG\ TEO IJ!FfERENTl. Y ltl Di'A WINGS 00 A5 PER Cl1Y OR COONIT COOES OR REOOIIUIENTS: a. P£QUIREMEJITS; 1. PI./MllNG Ali!.AS: IIOl!-OOSUIE IJNl'S· 12" ()f COVER (18" Of COi/ER IF 3" 1.0. Pl!'£i l'IBSUIEllh'B-111" Cf CO\IER(l4" Of COVER IF 3" 1.0. Plff) 2 PAVED Al'fAS; NOO-Prust!ll: llNES IN 51.EEVES • lO" Of COVER l'!l:SSU?l' llNES IN 51.EEVES • 36' Of COVER ElECTIICJ\1. Wllll'S IN 51.EEVES • 36" OF COVER 3. WIE UEAIIANC!: ,. flJTAIII.E ll'JlGAT100 LINES SliAll llAVE A O.EAllANCE Of 6" Cll MORE FRCM EAQl Oll-lER AND flll',I LINES ()f OlllER TRADES. b. PAR/J.lEl IRIIG/\TIOI! LINES SIW.L NOT II' INSIAllED!JIIEffiYO\/ERONtANO!HEI\ NCllAG/\INSTlHl' 905 Of IBE Tll!NCH. 4. flUSl!ING AND ADJIJSTING SYSTEM: ,. AmR IFlllG/\110N ~l'EllNES ANO rnsrns A~ IN PlACE AM'.l CIJM'l!C!8), ANO l'IWll TO fl-lSTAlLATIOO Of !ITTG.\1100 ~ IRIIGATl<Xl HEADS. OPEN TilE C001l10I. VAlVf5 ANO l& A fUll HEAD Of WATER TO FlUSII oor SYSTEM. AFlIR TI!E mTEM IS TIIOOOUG! ll y FlUS!il1J, flSrn Sf!All II' Clsl'ffD Off AND 111£ SY51lM P!{SSUP£ T'cSITD. !>. /JlJIJSTY/J.VESANOAllGNMEITT AND COVERAGE Of IRIIGATIOO tf..AIJS. ADJlJSTMENTSMAYlffilllll£ OONG!S IN NOZll.E ~ZES AND DEGIHS (If A.flf: rnESE CHANGES Sll.\ll ll: MADE wrmoor ,IOOITIOWJ. COST TO 11£ O\'IIIER. OOTAIN COVEAAGE 1lEST Al'l'OOl'AL fro\\ lANDSO\l'E Aoomcr P11100TO Pl.ANTING ORSEE!JING. t SmtMS P£001~NG fllJSHIIIG SHI.LL ACCOMMOOATE TIil' WATER GEN!PATED llY lll: flUSliNG \\!lHOOT EOOSIOO Oil Dl$11,mi\OO: TO TIE PI.Arf!IIIG. WATER SH./J.l BE Ol\~'NEI.ED INTO A!JJACEITT ll\i.lNAGt STIUCT1.IP5 (SWALE, GlITTE!l, ETC) WHEl!c POS~!l.E. S. l1YIJOOIT A TIC OOS!fl: TEST: F. sta1/IS: ,. NOllfY O'//NffiS l(PfElcllTAT1VE <18 HRS ffiOR TO l1YDIIJSTATIC flBSI.IIIE TEST. TES11NG SHI.Ll OCUIR 1'1100 TO IIAINll.llNG ANO INSIAf.lATIO!l Of Nl'IV Al VB. h /ID TES11NG SHALL OCII.11\ NOil S!lAll Afff \\'ATER IE AllOWED INTO AtlY S\STEM IE'OO!' TIIE SOI.VOOl,Wll..fAC11J!O'SP£COMMENIJED<:m»G11MEHASELll'Stll. < IBT l\l.l ~ LINES Ui'IDER Hi'!IOOSTATIC 005!11£ Cf 125 lBS fBl SOOAR( IOOJ FOR NllT LESS 1liAfl FOOR 1!00\S. TEST All NON-flB5URE LINES UNIJER ElllSTING Si A TIC PRESSUl'f. d IF lEAIIS llEVEla', llfPlA(E JaNTS AND rn'l'EATTEST IJNlll S-<mM IS POOVEN TO IIE WAmmGlfl. e. flmSH NECBS,\Rl' FOl1CE PUMP ANO OMRTE51 EQUIPMENT. !. 51.l'.l'VlSSHAll Ix A MINIMUM Cf TWO TIMES lARGER TllAN ~f'£ 00 \\1RE ruND!.E IT EIIUOSES. ONE Al'E l'!'R SI.EEVE. Alt ~ZE S!l,\ll II;/" MINIMUM. . l. M!'t 51.EEVE llN!lER El!lSTING Oil ftmJlto PAVING SHAll !IE INSTALLED moo TO PAVING rn IJE-PAVING AND . SH/J.l mrno 12" !l'YC!-10 t\(!-1 SID!' Cf PAVEMENT. THE lITTEIII ,:• fOfl ElECTflC AND W' FOil WATER ~'lAl.l St STAMPED 00 01ISEI.ED IN THE PAVEMEITT DIRECTlY AOO\/E TilE SI.ElVE Oil IIOfH ~DES Of THE OOS~NG. l. 51.EEVE MAM~ METALLIC llAQ;ED lOCATING TAPE Sl!ALL & INSTAllED ALONG THE ENTI!E lENG111 Of All SLEEVES, 12" l)lliECTl Y ABOVE SI.EEl'ES. ◄. CONTMCTOR SllALl BE l!cSPOOSliU FOil S!.EEVES AND Ol'ISB L'NIJER PAVING, TH<IOUGH WAllS, ITC, W,ESS Oll-lERMSI' ROTED. G, VALVES: 1. l(MOlH0/11« VIJ.VES AND PRESSURE IIEDOONG REMOlHDNToct VALVES; a, VAlVES 51\Al.l EI LOCATED IN SllllJll l'lANilNG ~ WI-JERE POSSl!l.E. b. VAlVES SHALL IIE CliOUl'£D TOGETIIER \\l,EliEVER POSS:IU AND INS!AllED IN IN!llVIOIJAL VALVE l!JJIES. t ltMOlI CllN!OOl VALVES SHAll Ille Of SI.OW 0.0SING IJBIGN, ANO AUTOMAW.AllY Q(& IN Tht £\/ENT Cl' l'Oll'ER f AllURE. d. 181011' CONTOOl VALVES SHALL RE SIZED 10 l'OOVIC-£ ADEQUATE P!tSSURE OlffERENilALfOO PRO!'ER O'l:P.\TIO!l. e. WlitllElllE l'i'BSUIU' AT 111E IIEMOTE CONTfQ VALVE EXG:EDS 1!0 PS.I. (DUE TO Elr~A1l0N llROl'S, ITC), A P\1ESSURE FEDUONG VAl VE SIJAll OC USED TO REDUCE Pl1ESSUIIE TO IJ!SIGN LEVELS. l VALVES 51Wl El' AflJUSiED SO lHAT 11-IE MOST l!cMOTE SPfilNKI.ER HEAIJS Ill'ERATE ATTHHl'BSUIIE ll'Cc.;\MrnlJ£D Ill' THE HEAD MAN\JfACT\IIIER . VALVES SIJAl.l & AOJUS17:D SO A UNIFOOM IJISTilBUT!OO Of WATER IS APPLIED 111' Thi' Sl'mNKI.ER I-IEAIJS TO Tl[ Fl.ANTING IJ'iAS Hill EAOl IHl:HVIDUAl VAl VE SlmM. g. !'!lOVIDE A PVC IJN10N ON THE 00\\ffiTIIEMI SID£ Of THE VALVE. CO!/!IECTIONS SP.ALL IIE MADf HOOZOITTAl.lY. 2. 1!/111 VALVES: a. FAll VAI.VES 5Hllll BE lOC/ilID IN SHRUB ftA1111NG AREAS WHERE i'OSSIIII.!. b. l!illl VALVES ~'till FE INSTALLED TO D!VIIJE THE lllfl!GAUON SYSTEM INTO COOROI.LAEI.E UNITS, AND TO AVOID DMINING lOOG RUNS Of ~RN(; fOi!SlSTEM l!cPAIRS. t l!illl VALVES Sl1All 1Slll.ATE All l00!'£0 POITTIONS ()f MAINLINE NETWOIIIIS. J. OlEO;VALVE$; a. i'llOl'IDE A MANUFACTUflER INSTALLED GiECK Viii.VE IN EAGi SHRUB HEAD ON mSEll. WHEN A MANUFACTURER INSTALLED CllECX VAi.VE IS NOT AVAILAlil.~ 00 l'MRE THE m!EM ElEVATIOO OlANGE [XilllJS Tm FEET, !ID/ID£ AN IN LINE OlEO; VAlVE 00 THE RISER Of £Arn ~~IIJB li£AIJ A(COllll!NG TO D!TAllS. ~ PROVIDE A MM'UfAC!UllcRINSTAf.tEO OlE(J(VAlVE IN EACH l'Ol'-l/P H'J.O. Wilm A MANUfACTUflER IIISTAllED OlE<X VALVE I.I NIJ! AVAllAlil.E. OR WHERE THE S'l5iEM UEVATIOO CHANGE OOEDS EIGHT mT, PllOVl!l!' AN IN llNE OJEQ;VAI.VE 00 Tl1E SW.NGJOIN! ASSEMIII.Y Cl' EJ\01 l'Ol'-UP HEAD ACCOIIDING TO llET AllS. 4. WO:COOl'!.ING VAL VE.I: ,. QUIil( COUil.iNG VAi. VES Sl!All II' lOC/ilED IN SHRUB Pl.ANTING AREAS Wrlt!IE P05Sllll.E. b. (XI(]( COlll'I.INli VALVES !Will IE Sff APPOOlOMAlliY1Z" ffO.I WA!.YS, amBS, HE~llBlS, 00 PAVED AIIE,\S l'v1-m AFl'llCAlU. VER!IC/\l l'OSITIONING Of (ltll(J( CO!Jl'llllG VALVES SHALL !IE SIJ(ll THAT 11iE TOf Of QUICK COOPI.ER Will I!: 1fl" ABOVE SETllEO FIMSH GAA!JE AS llETEl'MINEIJ AffiR 1llE TIM IS ESTAII.ISHED Al-ID l" AID/£ srni.m flNIS!l GllADE m S!IIIJB A!US. c <JJ;(l( COOl'I.ING V/J.\IB; PER TIIE !>llfCTICll Of THE CITY OF SAN !>EGO V/All:R l'l1lffiES DEPARTMENT, QUI(]( COOPllNG VAlVB A111' N0F PEPMrrm TO !IE COON!CTED TO R[QAIMW WATER 1mGATIIJN 5YSTEMS. IL 111\LVE/ Plil.l. OOl!: 1. VALVE roJIB SIW.l Ile SIT ONE HALF INCH (1121 ABOVE 1l!E llESIGNATED flNISH GRADE IN LAWN M!AS_AND mu INCIIB (21 /rolf. FINISH GR.ID( IN Gll'.JUMX:OVER AREAS. 2. VALVE OOliE.I ,l!)JAC!Nf TO WAll\:i (Ill PAVING SHAlL 00T II' INSTALLED HIGHER 1HAN FINIS!l 51JRFA<I Of ,IOJACEIIT WALK 00 PA Vlf/G.. l. IIDiG\TEONVAlVE OOXllOE!fHEllP.l\ FOO P!Jll 00:S B.V. fOOIW.l VAi.VE, ORTIJE IDENTIFICA1la« ll!JMifROf 11£ IIEMOTHOOTJU VALVE ANO CONTIUU:R 0.00(. LETTERS Slli\l.UE 3" HIGH. 112' WIDE ANO BURNBJ INTO TIE LIO 111TH A SOCOOING IIQI 00 ENG111\1/ID INTO Tl1E llD WITli A ROOTER I, m'Jtlllllll l:!IIDS: . 1. Sl'l'l~W.ER HEADS AND ~ScilS SIIAU 11' INST Al1ID ArnIDING TO !JET All5. 2 SPAOllG OF lfl'IGATION llfADS SHALL NOY OOEIJ MAJQMIJMS PEll11iE lm!GA110N lEGttlJ. 3. INSTAl.l Sl'!Uml.ER flEAtlS 11' FII.JM AN\'VER11G\l fflACE {WAI.LS, FENCES, llUl!.IJINGS, EK). 4. INSTAll PCl'-U? Tl'f{ HEADS AOJACEIIT TO WA!.l(S, PAVING, HEAIJEIII, GWING, ANO TOP Of l1EIA1NING WAUS TYf'l(,11]_ Y. 5. TO!' Of l'Oi'·U!' mt HSIIJS ADJACENT TO WAl!<S OI\ PAVING S11111.l WOT OC HIGHER THAN f1N1SI-I SUPl'ACE Of AIJJACENT WALK OR PAVING. 6. CONTRACTOR SHALL ADJUST Al.l IPSIGATION I-IU\DS TO fl.ILLY CO'IIER All Pl.ANTING AffAS AND NOT Th'OO\\' 000 \\'Al.IS, lllJllDINGS OR l'l!NOO\'/S Wrlm:VER PQ5Sl!U. IRll!GA1100 5YmMS Sil.Ill HOT Sl'IIAY WAT!R A010SS SUilOIVISIOl'I OCWDARY LINES. \\l1ll1E Oil-SITE flElD CONlllTIOOS l!cWRE OJANGES, HEADS SHALL EE AfJllID Oil llfimD 111 Aro:mANCE WITH 1llE MAllMUM SPAGNG t!Ml!S ffiAfll.lSI-IE!l IN 11lE ll'!IIGATION LEGEND. APE SIZING SHALL II: AOJUSTEll Aoo:mNGL Y. WATERVElOOlY IN APES SHAll NOT OOEO 5 FEIT l'ERSE(J)N[J, /JIil FLOW SHA!.l t!OT OOED RECOMMENl)!l) MAl!MI/M Of REMOTE CONffiOt VALVE SlZL 7. lliRIG/\1100 lll'ADS l'/lllllN A Ol!OJIT siw.L HAVE A UNIFOO\I l'!IWPITATIIJN 11,\TE. 00 NOT ll!IER',IIX IJlffERENT 1ffi500 BIIAN05 Cf IRl!IGAllOII lV,ll5 anm SAME OOOJIT. l, MIii !ISlSlrlG mmn: MIN ScNSING OCl'KB SllAl.l lit INSTAl.llD PER THE MANlJACl\JIIEll'S P£COMMOOATl005. ll. Cll~rr.1!U"iinmG: 1. lflSTAll 1',1raNG IN SAME TmlOl AS !'l65IH 5U!'Fl Yll!81'11£llVER l'OSSlfi.E. 1. MRE SIIAl.l 1£ EIGlflHN INOl!'S (161 CO'IIEIIAGE Of EAfffil OVERT!£ 24-VOI.T CO!flln V.111'. i!lSTAll \\'IP£ IN TRENrn ANO TAl'f TOMAIN llt/13 al SIDE Of !ll'E, \\l1ll1E Al'l'llCAII.E, AT 10" INTERVALS. 3. NO Sfl.KES SHAll & MADE !!JlfilN coom:Jl.lER AND AlfTc\\\A 11C CONll'll. YAl VES. ◄. AU. SPlKES SHA!.[ El' EW&D IN WAIDl'll:lOf COONECTORS PEil APPOO\/Ell MATE~Al.5. 5. IID,1lJE iWO SEl'ARATI Sl'AIIE CON11ll. l'<lRES TO EAO\ SINGLE VALVE 00 VALVE MAMfOlD (A VAll/t MANIFClO IS CONSIOO{O Alll'V/J.VE -NG 111-E!E VALVES AflE Pl.ACED IIO flJITTllER 1llAN 3' APARI). twc SPARE \\'IRE, WHIOI are lOOl'W FOO\I VAl.l'E TO VAll'E ARE NOT ACCEl'TA!ll.l SPARE V.,?l' ENDS ~'W.l IE EllCASEll IN WATElffllOf IXI-IHECTC!lS PERPJfflll/ED MA!mAlS. 6. EA01 INDll'IOOA1. COOlID.lElr.i COO!ROI. Wl!B 5H,\I.L llE llUN!JI.ED A!O TAPED T0Grn£R WlTH rotlli'ED TAP£ AT IN!ffi\'AIS NOT EJOCilllll!G ID1 FEIT (10'). COMllOl.lER llli'NllflCATIOO lAl'E Ca.ORS SH!\lL !JE /oS FOUOI'/$; axrnntrn COL oo E lro'IIN 7 . lllHKH MA!l:(EII; Wl£ll coornACTOO CANOOT INST Al.l C001ln V.1RES IWllll' Si\ME TREllG-1 AS TI [ PRBSIJl1E SUl'l'I.Y llNtS, All !>l?l'CT MAL W115 SH.Ill I!: MARIRECTOR PIJESSURESI\Al.l BE ll'Gll.ATEDTOA l'l'ruURE AOCOOAllTOOO'AAll lllEEQUIPME>IT ill DESIGNEDl'IBSl!RB \\11ll i\ll lllCIOOITAl ANll ll~t LOSSB IN0.1.UJJ. 2. P!l'5SU?l' ~Gt!,ATION llE\/ICES SHAl.l ll£ INSTALLED AllOVE GllOI.INO, IN LINE WITH THE FACl:HO\V PRE\IEITTIC!i IJEVl(f. MAijNG Ol,c COMPl.ffi ASSEM!l.Y. 3. ADJUST Pll'SSIJ!lE l(GU'.ATIIJN OCVICIS TO AOllEVE 10 PSI MCi'i THA~ THE MINIMUM HEAD Ol'ERsllO!I PRESSURE FOil EACH 11!{ Of HEAD AT TtlE H1GHE5l mTEM AN!l/OR lilGHEST AND lAJ«;Br SYSTEM. SEE llllGATION LEGEND FOO 1l1E LOWEST OPERATING l'lll'SSUl1£ RANGE OF EAC!-1 HEAD Tm. o. Mmnot, l'lmlElmc:i ~·:ms, 1. SAClillOWl'OCVEITTERASSEM!l.lES SERVING !QTAfl.E WATER SH.Ill Ill: lOCAlW IN SHIWAfV.S. FINAL LOCATION SHALl 11[ APmJl'ED llY OWNE~S ll£l'Rl'Sl'NTATIVE moo TO INSTALLATION. P, lllA!l·L7: 1. UPON COMPLETION Of WOO( IN THIS SECTION, CONTPJ\CTOO SW.ll l!El,IOVE All ll\!lx!ISH. TRASH, AND llfillS flESIJlTING FROM ll1E OPEIIATIONS; !WOVE IJ11\JSED EQUIPMENT ANO IMPLEMENTS CF SERVICE; LEAVE EmiRE AIJEI\ IN'ltx.VED In A N'"<AT ANO AC<Il'IAII.E (ON001Cll sum AS TO MEET TIIE AN'f(JVAl. Of THI' lm!mS REl'flESEITTAlM. C!TV OF ~3Et"JPORT BEACH THfS Ft.AN' IS SlGf,fW E/Y' TH!! mY OF NEWPORT ££/<,t,'H roR CONCEPT~ m£R£NC£ ·ro CITY STANfJNWS N10 RfW.R£M£NTS O!'iilY. ,mt:.crrr !S,NOr R£SPCJN-S8£ FOR OE'SiGN ASSrJMP710HS ·MD ~ Pl.AN DATE 17 JUL YOO REVISIONS PROJECT SCALE DESIGN DR/\WN SHEET 0 "' "' "' °' < -z ~ 0 "' . -,., < u :i: ti) u ~ <o "'0 ~ ~~ O.f--,' i,: 0 ::c 0 .. .,, I', ~ ;:: :; "' .... < z ... - i::o . 0 .. u 0 "' .., z 1-l "'0 ~ f--, :11 1-( -Ii, u ;:::, '1l "'...., < <U ~~ ~ i:i > ,., <U "' ::, :i: f--, "' < u < :;; '"' "' C, .., BID SET 116.027 NOSCAlE SA BA Ll-4 OF s j...a;. + i;_., C, F-G, (...>. D ¥ .:s ft, I:) "cfl 0 "'\ -.. n a.... f' 70 71:::J (l..-0- > (L -p 5