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DWG 466-3L; PD 09-08; LAKESHORE GARDENS; 01-12
I ore ens Signage Corner Landscape Improvements Birtcher/Anderson Realty, LLC 31910 Del Obispo, Suite 100 San Juan Capistrano, CA 92675 Contact: Becky Rodarte (949) 545-0552 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECl,ABETHAT I AM TI-!E LICEl,SEO DESIGNER OF WORK FORTHIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE 8USINESS AND PROFESSION$ CODE,AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THECHECK OF PROJECT DRAWINGS ANO '<'ECIFICATIONS BY THE CllY OF CARLSBAD ANO THE CO',INTY Of SAN DIEGOQEPARTMENT OF.ENVIRONMENTAL HEALTH IS .CON.FINED TO REVIEW ONLY AND ODES NOT RELIEVE ME, AS THE LICENSED DESl(JNER Of WORI<, Of MY RE$PONS18!LfTIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARE□ IN SlJSSTANTIAl CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT Pl.AN, WATER CONSERVATION PLAN, FIRE PROTECT!CN PLAN,.ANO ALL CONDITIONS OF APPROVAL RELATED TO ~~~G p~ TE•/1-fdd. MICHAEL T. IM Y Underground Service Alert CALL TOLL FREE . (~.::;::~~~4~::. bet.ore you dig) Sec!ion 4216/4~17 of ttJ~ go\/emment code requi1es a dig alert fdentiilcatron numbe.r. INSPEOTION PROOliOURee, 1N$PECT)ON ~ Thi: ffl()Jf()r SP.Alt. 8e ~1:0 8Y Tiil: I.JJ'-OOCAPE: AflCI-ITECT OF 11--iE WORK 00 HIS: OE$lGNATEO A(EJlT. AUER TO T}l!i Sf'ECflCA TIONS f-OA 11-E SCHEttlE OF REi:t.lflEO 1~Cl10N$ ANO REQ.l~OMMITTAI.$. f'OLLO\'l'ING Tl-£ COMPLETION OF T}-11: ~ lliE 1.JJ'-OOCAPE: AACHffEOT OF TI-<l:. WORK Wll CEAflFY THAT 11-1e 1NSTALLAOON 1-'AS eeEN COMflETEO BY MMlTOO 11-'.E fiNAI. 1.NO'SCm CEATlflCAOON fOF,M'; A f((.:.t:EST f-OA A FINAi.. ~ INSf'EOTION BY THI! CHYMIJSt ALSO 131: MAO! CAI.LlN<l Tl-£ THE 1N-SPECTION RECiJEST LIN!:. fJNAt. I..Af..0$CH'la CEATfl".AOON FOAM f/'X TO: 700.944.004-'3 I..MIOOCAPe ~TION REOJEST PHONE l.lNe 700002.4002 8AOKFLOW '.TESTING• ALL lfB3A 00N SACm<:m l'AE',1£NTE.M SHALi .. 8li TE$TEO 8Y A CffiTlf'IEO TESM ANO RE$U.m MUST ee GIVW. TO T}I(: CIT'( ANO !lie CARLSl3AO WJ:CIPAL WATER O!STOOT. Pf'E 8E1WEE.N. TI-I! .METER ANO ~<:JN ~rEA SPALL CE 'SCHECU.E K 1-'N'O ~ Af'fflOV(O CONTRACT f31,CNL<JN TESTERS CAN 8li f{)I,;~ ON Tl-£ CHY WEB are AT WM'l'd~~ii!n'U@:.'340) HARDSCAPE GENERAL NOTES 1, Contractor to review construction plans and grading plans thoroughly prior to beginning work. 2. Contractor to contact Landscape Architect prior to start of construction f<)r pre•job meeting. Allow 48 hours lead time. Contact: Chris Hillstead 949·250-4822 3. Contractor to contact Landscape Architect to review hardscape forming prior to pouring. Allow 78 hour lead time. Contact Chris Hillstead 949-250-4822 4. Contractor shall not make field changes to plans unless authorized by the Landscape Architect. Unauthorized changes shall be corrected to conform to the plans at no additional cost to the Owner, or Lanqscape Architect 5. Contractor shall verify location of a0 underground utilities and services pri◊r to c1ny digging. Contraclot assums full responsibility f◊r all dc1mage caused by failure to do so. 6. Contractor to pull all necessary building permits needed lo complete the job. LANDSCAPE GENERAL NOTES 1. Landscape architect shall locate and tag all trees 24• box in size and larger. Contractors ate to use PACIFIC COAST NUflSEAY Contact 951-689-1777 for standardized bidding. These material prices are for bidding prices only and shall be used by all landscape contractors so bid numbers are equal. Landscape architect will submit a list of trees and nursery locations to the contractor who is awarded the bid. II the contractor's bid I$ less than the standard material cost ;lhd the actual tagged tree material cost Is per the standard prices, the contractor shall be responsible for the eiddilional material costs, If the tagged tree material prices are more than the standard nursery costs, the contract num.bers will be adjusted accordingly. 2, Contractor is to spot all plant material and have the Landscape Arcf1,tect approve the spotting prior to excavation of any plant pit. Allow 48 hours lead time. Any tree, shrub or vine that is planted without approval of the Landscape Architect may be moved at the contractor's expense. Contact: Chris Hillstead 949-250-4822 3. Remove stakes from all espaliers and vines and att<;1ch to wa posts, etc, with Landscape Architects approved method. lls, 4. Prior to planting installation, contractor shall have soil tested send res.ults to l.anclscape Architect. Refer to planting plan f and or soil preparation bid lnforrna!ion. 5. Contractor to contact Landscape Architect for final inspection installa!lon Is complete, and for a final maintenance inspecfio end of the maintenance period, Contact: Chris Hillstead 949-250-4822 when n at the I I 1 2 3 4 5 6 7 8 9 10 11 12 ~DSC~ YI./, -1. ~ , '/ -So -, :;; ~Q ~ -I v/ *VT)!~' * ~~ ,Cafe /_~~ ,,; o, CAl\ro'I' Ex~tr~!Ton Do "' V I C I N I T Y M A P C a N IRRIGATION CONSULTANT WATER CONCERN; LTD 932 TOWN & COUNTRY ROAD ORANGE, CA 92868 s (714) 835-2068 CONTACT: STEVE HOHL s H DESCRIPTION TITLESHEE1 E u E T RECYCLED WATER COVER SHEET DEMOLITION & CONST. LAYOUT CONSTRUCTION DETAILS IRRIGATION PLAN L IRRIGATION LEGENDS AND NOTES IRRIGATION DE1AILS IRRIGATION DET)l/LS /RR/GA TION SPECIFICATIONS PLANTING & LIGHTING LAYOUT SPECIFICATIONS STRUC1URAL DETAILS DEVELOPERS NAME: BIRiCHER / ANDERSON REAL TY ADDRESS: 31910 Del Obispo, Su~e 100 San J~s>n Capistrano, CA 92675 TELEPHONE: Contact Jeff Eaies (949) 545•0552 DATE PLAN PREPARED: 11/12/2009 OAT£ LOCATION M A P T A N T s • • STRUCTURAL ENGINEERING CONSUL TANT SH/MAJ{ & LASCOLA 23682 BfRTCHER DRIVE LAKE FOREST, CA 92630 (949) 770-9967 CONTACT: STEVf SHEPPARD I N D E X • • '/'/ / \\,\ • .. \ /_/// \\\\\ [111/ ,,\,.) , ' ' ' '~•j,.,i-J"-;::'''•S' ~•w~#..?~ --.:-~::_<:?~:-::::.>(;,,~;";-·,,/,. ' -•. '<._.\: •,.f ,. i \Yr:Yt/ \' ''c' '-j \.' \ LAND CONCERN LANDSCAPE ARCHITECTURE I I l 7.50 I.:.i!'Jt Deere Atenu_t\ s~1111a Ana., CA 92705 Y49.250.482l, P 949,752.2469 ' . IN111AL DAT£ INITIAL PAT£ 1Nl11AL 8 Y: Land Concern ENGINEER Of WORK REVISION DESCRIPTION OtHER APPROVAf. CITY APPROVAL APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TIN~ ARE~. A(Jr'o I l ED ' I v., . _1~frw10 ENGi ~~,t.RiNG PLANCHECKER D TE SHEET CITY OF CARLSBAD SHEETS 1. 12 PLANNINO DEPARTMENT PRIVATE (ONSIT9i RECYCLED WATER SYSTEM OR: Lakeshore Gardens, "Sign corner" Managed By• Birtcher/Anderson Realty APPROVED f-L1.-c-r _ t:-11 -~,+-1/-'b · to PLANNING DATE ORM-l SY: P. Stevens PROJECT NO. DRAWING NO, . CHCl<O SY: C. Hill$tead PD 09-08 466-3L SHEET 1.,0F 12.sHEET$ - 0 "h Fl 1. 3 5 7 8 9 11 12 14 l?. 21 CARLSBAD MUNICIPAL WATER DISTRICT RECYC~EDWATER NOTES ALL WORK SHAU. SE DONE IN /,(J.'.ORDANCEW'TH lllf CARt.S&\I) ~UfiiCIPAf. WATE.R O!SiRIC!S Ri.lLES AN!) RfOtJI .. Al.iONS fOR COMSlP,llCilON OF RECYUED WATCR. MAINS OATEO.QCTOf.eR 1.9~. DRINKIN<3 fOONTAlnS SI-IAU. fll:. PRoncr@ FRO!f SPRAT Of RtCYCLEO WATER BEST M,~'IAGE'MENT PF/AC-'flCES $1-1,'J.L BFUS:Wl'O MiN!MIZE RECYCLED WAlER Et.iCFiOACHMENT ON PUBLIC F.ACIUTlcS S•JCH Af, PiCN!C TABLES. 8')<1S PLP.Yi?;ROVNDS. SAND TOT lOTs,nc ersT MAN>.()EMENT PRACTICES S>!,\LL BE IJSED TO ELJMINAT[ ()fl CONTROL TO THE BEST El([EW POSSJSLE P()f,1D!NG. H(l[{OFF, 01/ERSPRAY ANO 1,lfSTING . . HOS~ BIE;$A~E STRiCTLY PROHIBITED. ONS!T£ CROSS.CONNECTIONS BEfWEEN RECYCLE!) WATER LINES ANO PQT I.BL[ WATER LINES ARE STRICTLY PROtllBITED. f,O SUBSTITITT10N OF PIPE MATERl~.LS WILL BE ALLOWED WHHOUT fRIOR fo.PPROV,'.L OF THECARlSBAD MUMCIPAcWATER DISTRICT. /,LL ON SITE r,Pt SHALL HA\/[ W~RNIN() VPE !'ER CIJ(LSBAD MUNICIPAL WATER D!STBICT r<JLE'$ ANt, REGULATJONS THE IRR!GAliON SYSTEM SHALL R•JN BETl'IBE~I THFHOORS OF 10.00 PM AND 600 AM ·mE fOLLCY,\'ING MDRNING ~Pl'.Ji IPR<G/,.f10N COULD BE DONE AT A DIFFERENT TIME Wi1H 01.JAllftEO SU!'ERVIS!Ofi!'ERSONNEL ON SITE! F'r<bVIDf. A M:NIMUM bF AT LfASt 18 INCHES or COVER OVERAl.l l'-IRINGAND fo?ING NON-DESIGM TED USE: AREAS S~All BE PROTECTED FROM COOT ACT W!TK R::CYClE!' WJJER. WHETHER BY.W!NDilkOWN $PRAY OR BY DIRECT APPUCATJON lHROlGH J'RRIGATION OR OTHEf1VSE LACK OF PRD1tcf!ON. WHETHER BY DESlG.'-1. CONSTRUCTION PRACTIC~ OR SYS!€ M or-i:::RA TION. IS STRICjLY PROH!B\TtP IRRIGATIO!J HE>.DS SHAU BE RELOCATED OR ADJUSTED TO PREVE>ITOVERSPRAYINGON SIDEWALl<S.STREHSANDllONDESIGNAl'H) USE P,REAS RfCYGLE'D w~.TER O\!iC~ co'UPLINdVA.LVfS SHALL ·SE i)e A TYf'E DESIGNED FOR TflE USE Oil RECYCLED W~TEF: DISTRl91Jtio1>n,Yslfi;ts (SPiKES NoT INTtRCflANGeABlE V.trn PO TA Bl E WA.TEP. QUICKCOV?!,tR SPIKES PER CA'iLSt<AD WATER OIS'l'Rici•SR:JtE'SANO REGULA !IONS !!E'ffRS SHALL BE SIZED BY THECITY OF CARLSBAD MUN!CIP/1.t WATER DtSTF:IC1' At.t IRRIOAT.ION P1P.ES SHftll BE STENGllED "'i'"H 1/JE WARNING. 'NON.ro, ABLE O!l RECYClrn WUE.R\ CfJlORCOOCO (PllRFH) AND LAID ~.'TH WARNING1,.PE ANO STENC!UNG ORIEN1'EO lOWARI) THF TOP OF l HE JP,ENGH PER THE CAAlS!ViO \\M.iE'P. !ll:JTR:crs RUlES MlOREG(!lA'flO~S Al.l POl ABLE WA.TER~.NO Rl'CYCl EOW~ ]ER PIPING S~.AU. BS INSf~U.EO '/\IHI 1Hf. $1F.tiCll1N!) ORIENTrn TOWARD THc TOP DI' TH, TRENCH WHEN POT•.BlE W~JER ltNE M,n Rl'CYClEllWATHi UNE CROSS. HlE RECYCLtO LINE' S,{~LLSE IN$T~l.tEDWiltllN A PROTECHVcStFl';V[; rn.: Slf-EVf Sfl/\ll EX:TEND 1Q fefT fR()',! EACH SIOF,. FROMTHf Cf:NTff1 UNI; Oi'POTAB',f L.!NC,f(Jf(A TOTAL Df 2() FEET A 10 FOOT HOR!ZONTAI. SEPARA1irnl BUWEEN POlft.BlE WATER AND RtCYClFJ:iWAlER MAINS MUST r,E MAINTAIN"DAT AU. TIMES lfll, P(H A8l£ UNf'S MUST El[ INSTAUEO AflCNE THE RfCYCLHl LINE A MINIMUM Of 12 INCHES OF VERTICAL SEPARATION BETWEEN VflLITIES IEVST BE MAINTAINED AT All TIMES DEVELOPER I GOITTRACTOR SKP.l.l CONDUCT A CR()SS.CONNcCTiON TEST AND COVER.I.GE TEST AS D!P£CTED BY THE C'J':LSBAD MVNICIPAL WATER .DISTRICT f!iOiNcf.R ~NDT;lf SAN 011::00 COUNTY DEPARTMENT OF EINIR(JN~cNTAl HE~LTH PRIOR TO ANY \!SE or R<ClAlME!) WATER OWICK COUPLING V~.l.VtS llS£DIN P.ECYCLED wnrn SYSTEMS Sfil'.L( CONFORM TO THE FOLLOWING A RECYCLED I\A TtR-QIJIC¥ covrUNG VALVES USED IN RECYCLED WATER SYSTEMS SHMl Hft.V.E ACME fYPE TAREAOOAND PURPLE COLORED LDC~ING COVERS f'ERMANHiTL Y AlT AC~EO TO THE VA.LVE. OUICK COlJPWIG V~lVES SI-IALL BE NELSON NO. 71345, HUNTER NO HV1{lt} RIAi? OR AF'PR(JVEO EO'.IAl-(SPJKl'S $HAl.l NOT BE INTEROIANGfAfllE WtTH POTABLE WUER QU!CK OOUPlER SPIKES) THE REQIJIREO CROS$CONNtCTION IN'SPECTlON $Hell BEDON.E ~y TIIE.CARLSBAD MUNICIPAL WATER D!SJRICT mo TME SA~rnEGOCtJ!JNW DEPARTMENT Q< ENVIRONMEN1AUIEALTtl. COP:E$ or INSPECTION REPORTS WILL BE FORWARDED TO THE NON·l\i$PECTING PARTY. DEVfLOPER SHALL SHOW THE LOCATl()N OF R.C. SIGN$ '0,) NOT DRINK' ON THE;;E PLJI.NS. AN oN .. SJTE USER /Sl.JPERVlSOR SHALL BE DESIGN.HEDIN WRlT!NG. THISINblV,oUA, SHALL BE fAMlLIAA WiTH l'l.llMBl~G SYSTEMS W!THIN THE PROPERTY, W!TH lHE EASICCO~CEPTS OF 81'.CKFLOW .'cmsSc,)"1flEf1TIONPRi.')TECT!ON, AND THE SPECiFIC REQUIREMENTS or A RECYCLED WATER SYSTEM. C01'1ESOF THEDESK)NATION. W!Tl-1 C'OIHAC:r PHONE NUMBERS SHALL Bf PR()VIDEDTO THE SAN DIEGO COUNTY DCPARTMfJIT or £NVIRONMDHAL HEALTH Ar,DcAqLSBIIDl,!UNICiP/11 w.~TER DISTRiCT. IN CAS!c or EMERGENCY CONTA~T: MAJNTENANCE SUPERVISOO SAUL GUZMAN (760) 4.J\J.6252 Ol'l AFTER HOURS COOTACflAKl'SHOF{E OMWENS MAIN OFFICE AT (760) 438•4069 FUTURE RECYCLED WATER SYSTEM (PRIVATE) 7201 Avenida Encinas Carlsbad, GA 92011.-.4642 CARLSBADJNSPECTION PROCEDURES CMND RECL~iMEO WATER INSPF.CfiON: 1. DISTRICl CONSTRUCTION lNSPE(;TION SHALL !NCLIJDE; ~. REQUIRtD SEPARATlON oi:TWEF.l,IT'OU.BlEANDRECl'ClW WATERLINES (HOf'llZONTALLY AND VHrnC;A.Ll YI. S Pl Pf K)E!/TlflCl.1'iON C SLfEVlNG AT CROSSl,iGS D. APPROPRIA Tf MATERIALS Ji.NtrMARKINGS. JNClUrnNG PRO,-fR QUICK C◊JPlERS 2 DISTRICT FINAL INSPfCilON $111,l). INClUD": A. SIGN~OE INSlAI.LE.0 !{RPI.AN S COtlTROllfR STiCt<FRS. C. 1.A.OOfNG Of \/ALVES,, 0 COVERAGE T1$)1 AF'ff}'< COM Pl E!\Ot, OF THE SPRIN.V.Lf.R SYS-f,i;M TO ENG l)RE PROTECTION OF ARfA NOT Af'PR01/EO FOR RtCYCLEO Y',AfER U'~E . . . . .· E. All ASPECTS Of THE IRfaGATIO!< C()lsl)!TIONS INCLU!/ING WINt>PLO'/;IN Sf'R~Y, RUNOFF.AND PONDING f. PJ'.QUIRCD Pl'illfCT iOII or ~u RESID£NTIAL ARU.S 0 RF..QUIRED PROTECTION Or W~Ll.S STR2AM3. RF.StlWOIRS, E1·c H rR.OSS.CONNCC'llQN .TEST IF .REQ\Jlll[D. I. COLOFtCODED, LAMINATED CH<sRTS INBIDE EACH C()NrnDLLER · 3. MINU~L INSP[CTlON SHALL ~-ICWOE: A .. ~ COM?lET£ INSPE.CllON THAT WILL GOVfR ~ •• f OF THE OISJRlCT FINAL 1r,sPE(;TiON. REVIS,Or.fS MUST BE APPRO'Jtl) BY f'\JBUC fiEAlifl tNGINCtR. C!TY ENGiNEER & o,srniCi ENGINEfRPRiO/'; ro IMPLE!JE-NTA1'101, IN FIELO SIGNAGE NOTES THE FOLLDWlNG GUIDHINtS rem t~£ USE DF RfCYC1 .. m WA'!ER ft.fl£ TO BE PERMANE>ITLYMSTEQ INSJ[lf THE ()OOfi Of ,ACH CONTR0Lltri \1/Hclit THEY ARE EAS;L Y \11SIDLE r•J.CE ON 8--li2' > H' SiZED SIGN. (;()LOR PURPLE WCKGROUtiD W'TH Bl.ACK LETTE-RING· . . GUIDELINES FOR RECYCLED WATER USE 1. lf3p.JGA TE llflWtfc'.N Hit. HOtlP,S Of 10 00 PM ANO e.,oo AM ONl Y. WMERi NGOIJTS!OE TH~ TIM:' FAAMI' t¥JST BE .OONt 1.1,\NUALLY WITH QU1\lif'IEO SIJl'fRl/iSORY PER$6NNcl ON•&ITf.. N6 SYSifl.l SH.Ml AT ANY TIME B" LEH UNATT'ENDED(>UR!NG use Oll'Sil)8 THE NOilMAL SCKEOUll'. 1. IR,<IGA.TE 11, A M;\NIJER WM WltL MiN1MilE RUN OFF. POOLING. AN.O POND1r•IG 'THI' Al'PUCJ>.TION PATE SHAl.1 NOTIXCEED THE INfll. TAATION RATE OF HlE SOIL TIMERS M,JSTBE ADJUSTeDS() A$ TO 8E COMPA~IBLE WITH THE !QWEST SOiL 1NF.1Llf1A1!0N Ri'SE PRESctH. THIS PROCEDUREM.,W P,F. FIICKITATED~Y THE UFJ(JE~T Sl::HE[)IJUNC OF.THE AUTOIJATI.C CONTROL CLOCKS. /IE EMPLOYlNG THE RtPfAl tlJNCf/01" TO BRfAKUP'fHE TOTAL \RRi•Jnl()~ TIMf INTO CYC,f:S Tf~IJ Will PRO~Off MAX\Ml!M $Oil ABSOPPT!ON ;i 1.DJIJST SPRAY ljF,:/\[lS TO HIMINMf OYERSrP,A'I QN·;o AR!cAS NOT Ul•IDER ·rHE CONTROL OF T;1t: CUSTOMER FOR EXI.MPI t,YOOl. l)e(lf'.S PRiVATt PATiOS At-.0 LOTS ft.ND STREETS ANi'J Si DEW At.KS. MDN!TOR ANO MAl~ITAIN iHESYST[!,! TO MIMMilc EOUIPMENl AND MATEHJAI. FNUlRE. BROKEN SPRlflV.L.ER HEADS. lEAKS.UNf'.etlf..BLEVAL\TS ETC SHOUL!) BE HEPAJRED AS SOON AS Tt!EY Bf(',OMc. APi>ARf:J'l'J EDlJ<',A T~ AU, MNNTENft.NCE PERSONNEL ON. A CONTIN'.<OlH, P..ASiS Of]HE PRESENCE OF Rf;CYCLED WA.ER.. f':c-RSON"IC:L MUST (!£ INfOr~m TH~ T R£CYC,.ED w•.TfR ISI•EANT FOR IRRIGAT>OO PUPJ"'OS!!SOf•lcY: >IM) IS i10T AF?ROVeD fOR DR!NklWG f'URP()StS. H#,D WASt/iNG. CU'ANlliG Of TOOLS, [fC GNEN TH~ HIGHT0RNOVER R/1.TE OF El.'PLOYE!:SIN Tri( i,NIDSCAPE !~DtJSTRY. ff IS IMPOOTANT rnrs INf'OP.MATION Ill: Dl$S€MIWTE!) ON P.N AtMOST ()P.kY ll4SIS IT IS YOU. 111F. tAND$CAPE QQNTPACTORWHO JS RESf'ONSIBLE FOR EDUC!l.TJNO EACH <IND EVERY f\lTl)P-1, Ri:CYClfO WAfrR MIT,:!\ LOCAT10N · lot.l\'!',f.)l'l MAY V~RY EXIS1JNG POT1\ELE WATER METER EXISTIH(l BACYFLO'h F'RtVENTlON (MAST£R SERl/'CEI ISOLATION GATE VA' .. 1/E RP !!ACKFI OW PRE\/l'NTOR (IRRIGA 1 IDNJ IRRJGA 110N I LAKE f<LL FiRE riYDRAN1 SHEET TITLE SHEET NUMBER Till£ SHEET 11 . ........ ,. .... ,,...................... .................................................. .. ....... r········ ... -... . .. ,. ........... _,. ............................ ~ .......... ,..,. .......... . IRRIG. lEGEND & NOTES j 6 lRRIGA HON PLANS I 5 fRRiGATION.DETAILS 7 AN08 ·. m,r-,.,,,,_ """~' • "'emmur., • ---• • ,.,,u •• umuuuue,uJ,mmrmn ,-mm e. ,,_,,,_,_,_,mr,ummro,. ,,mmuu,-,-,u,,,.,-,,o,uu, ,_,,,-,,r,-um .. ,ua.UJ IRRIGATIONSPEClf'ICATIONS i 9 PROJECT MAP \ RP 61\CKFLOW 'FUTURE RW METER lOCATtON ENLARGEMENT PROJECT LOCATION PER -·~~-, THIS PLAN PACi<AGf: SEE ENLARGEMEN1 ABOVE NOTTO SCALE ~ ON Rt CYCLED W~rER SYSTEMS. ALL APf'l'RT£NMGtS {SPRINKtIR HEADS, VALVE ~OXES. HC) StW.LBE QOLOR·COOED PURPL.t PER ~W.Ws GU1DEUNES AND SECTION 1 le815 OF THE CALIFORNIA HEALTH.AND S>IFE'IY CODE ONE OF YOUR EM?lOYEES . 26 27 THERE SHALL BE A Pl-l'ISICAL.SEP1\RAT!ON BtlWFEN AQJACEN'I A$1'A$ IRR!C,UEO WIJH j<ECYCl.l'D W.~1°1'RNl!l POTAlllE WATER $EPARA f!ON SHALL BE fY'KOVIDfD CY CONC!t"TE STRIPS. CHAIN LINK f£NC£S, OR OTHER MEANS AS APPROVED s·nHE WATER DISTRICT AND D E.H OITTJ\IN f'r<IOR A!'PRO\/AI. 0 fAU. PROF{lSED CHANGES AND MOOfflCATIONS TO AflY PRl'iATf on.srif FACIUTIES SiJCH CH,\NGES 1,11.;sr J!E SUB¥iTTEO TO. AND APPROVED BYJflE PISTR!CT ENGINEERING OFFICE MIP !ltSIGNE(l IN ACCORDANCEWITfl OiSTRICf STANDAl'sDS All REC'!'ClEIJ WAffR SPRINKLER CON1ROL VA'.V\'S SHALL Be TAGGED Wrrn ri-1ENTfrlr:ATION lP,GS l. CALL 0<11 ON 'fHt Pl!WS IF lHEREARr OR ARE NOT DRINKIN() FO[JNT~JNS ANDiOR DEl:i!G~A1tD OIJT[JOOR EATING /\REAS ON IKIS SIT~ A TMlSSHACl BE WEATflFR:'"BOOf'f\J,S1i(; 3' X 4". Pi)RPLE tNCO,OR Wl!HTHE \\t'JRDS 'WARN!NG · 1'ECYCLED WAlER • DO NOT ORlNK" IMPPJN1EJ:l Ot1 ON!'. .SIDE AND 'W,) TOME f.L AGUA' ON THE OTHER SID€ IM:'ru NT!NG SHt<l. l a~ PERMMlrnT AND BLACK IN COLOR. USE TAG AS MANllf ACTURED a,·r CiJRl~TY £Nl~RPRISES QR M'PROV8D E.OiJAL 17' X31l" Silt 0 .. 032A.WMiNIJM. C:OsOAllS PLASiiC ORSTICK•ON WiYl. Sl/'JNS. ....... Ill.ACK lOOO PURPLE AACKGROUND r-.. 1" KACK LEHEP.S 36' {N T.S) ,,cc••,., •we-·· -m"'""""""""" n • ......................... -----~, WA.Rol,NG RECYCLED WA1tR 00 NOT DRi~K RECYCLED WATER WASH flANClS AFlER CONlAC TING lAVESE SUS MANOS DfSPUES DE !JSAR RECYCLED WATER SIGN NOSCALE ll. ONE TAG SH,~ll BtATTACHEOTO O,CHVAL'i/t AS FDU.OWS: 1. ATUC.i1TOV~IV!' STtM D!RfCHY OR W!lH PLASTiC TIE,\\!MP.OR 2 ~ TTACH TO SOU,NO!D WIRf [)IRfCTl Y OR wn M Pl.!,STIC Tlf,WRIJ'. OR 3. ATTACH TO \fi,,LVE CO\/EJ:l WITM t)Jt;rJNG Vf..LV'f-. COV~R BOL,T. f Ai.l SPRINl!l.tR HEADS SHALL BE IOEN1'1f 1£DASREC/CI.HH\'ATER SPRJNKlER HEJIDS. !i fACHA;JTOMATIC CONTROU,ER f.NOITS A$,)C/QJ,1.r1rn !;OUJPMFNT SHALL Bf IOENTIFIED WIT!i A SIGN B~ARINGHK WORDS "RtCYQl,~l'.l WA.JHl USEO FDR lflR!GAT10N IN ENOLfSclAND SPAN!Sl:! YATII BLAC!', l.EfTER$1'HIGf!ON A P'J/lPl.t BACKCiRO\JND Tt1ES!GN SHAU. BJ: Pl.ACED SO TflAT ITCAflBFRi,ADILY SEEN 8YANYOP£R/IT10NS PERSONNEL \!Tlt.lliNG THEEOiJIPf.!£1117 . . . RECYCLED WATER IN IJSE OONOT Df'<INK NCHO~•;: rti.ou;. WASH HANDS AF1ER CONTACTING lA\/ESt: &US M/1.N<)S DESPUES I)[ US;\.R 18" X Ht·S•ZE Q.0,2 Al,UMJ;<JM. 0 .. 1)60 A!lS PLASTK; OR STICK·ON ViNY'c SIGNS , lifRi:,6Y OEGlARf: lfif.T I AM TtlE llCfNi3f,D DtSIG~'\:R OF WORK FOR THIS PROJECT, TtlAT I HAVE 1:'XicRCISf() RESPONS181.E CHARGE OVE:R THE OESIGII OF TflE PRQjEOT I.S bEFINSD 1N SECTiON 6703 OF THE BUSINESS AND . PROFfSSIONS CODE. AM) Tl·iA T Trl([:(SIGN IS CONSISlEh"! Wli H C(JRREt.ii STAIIDARDS. I UNDEf(STANDTfli\T Te!ECHECK.OFPRO.!ECJDRAW!NOS ANO SPEC!FJCl<.T10NS Bl'TtlE CITY OF CARLSBAD AND CQ',,'NTY Df,P/\IJTMENT OF fl'l'~RONMCNTAL JiG\lTH IS C/.lNFIN£D TO RcVll:W ONLY AND 001;$.NOT fllc.l.lE.'1/E ME .. AS THE L(CfNSED DESIGNER OF WORK. Oi' W'( RESPDMl!Bil.lTIES FOR PRO.JEGi D.S!C;/, . THESe PlANS1l;\I/I: BEHl PR8'AREO IN SVBSTANTlftl. CQNFORMANC€ W!Tfl rnE APPROVED l/\NDSCAPE CONCEPT PIA~, IV ,.TER ('.Q~lScRI/ATION PtAN. FIRE PROTEGT!ON PIAN. AN~ A\ L OON[JITlQNS o, APPROVA!.RE!.11 TEO 10 ~Z~. DAI~.£& Ml(;tiAEL T. IMJ{:~ .. ~ C!TY OF OCEANSIDE H!l'.H'I/AY "ll ,r:,-1"""'""~-.....- /- ' ( ' ).,,-·, . ,._,) '\✓ r v-, r .~..'l,, PAClFIC ()C[A 'I .,.,. _-..;..;.;;- VICINITY MAP f.ilr1,1.~,rt>: 1-rn:;:>'lb.m G,Jlrn!ri ,,.g -.,;,ff,!,':i',.;!T-• M,.1,,,~11rs;. :J>i.,n, ~tll"1_:i,<>e 1.-._ ... :,;:;:J,.,.'!n M""".'·""" Cl\-.lfl,S<\l' (o"Ji-'il~ ,:,17.i: (,;,,t-;;1,;lH'"'-.,;f.\X TilLf RECYCLED WATER OSE PLAN ,.,_,r;mur,mu,✓arumr,-e,,>ur-. []/,ff HAS BUILT" REVIEWED BY: OAT£ CITY OF CAltLSBAl) SHI.ET 2 12 DIAL TOLL FREE 1.S00-227-2600 OLVtl Of;[RS NAME; BIRTCHER )ANDERSON i<EAL1Y ,M'.){)i'~'[s:;; =3{91-0 Del Obiipp, SvitedOO San JUai:i ~pistrano. ~f. 92$! •. _ 5 _______ _ "Fl fPHONf: <'..o~ta,;\: Je~.E~ies:(94~J.S4S'-OS(>2_........... .. ..... _,_ .. --___ j _ -.-... -_ .. _ ... _ ---- ::" ... =: ~~ .,. .. ~ .. j '" ..... : ... : ==•••==.:" .. ::::": .. ::"::::":.:~::.:::":::~: ... :: ........................ : :.:·:.::::: ===:::~:::::1=:::~: .. :.:::: :=::~::.·.::::~ ~:::=::::: ~;;,;;~ ..... 11.:::"1.. . .. C:i :~.121 ~.1,)r. . .... -.. J\· 2>· l= DAT£ . AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERV1CE ALERT OF SOUTHERN CALIFORNIA DAU:. Pt,:AN PHf.PARtt): !,Y~?,:'_~,?0_9_·--- BY" La:id.C<>ncem OAlc IN.L•c £N(M~ffR Of WORK_! PROJ[Cl HQ. POi.19•'08 t)R~.\'ANG NO. 45&•'.lL 0 h FI --- ~c signal•---~, Street light pell! box .___,~ Tr~ffic signal pull box• Protect in place all areas within City R.O.W. • Protect In place existing turf and gravel In hatched area .-----' Protect in place existing fe · move existing .--~~ Maieleuca • Approx. 12" caliper 0 Remove e~isting • ---~.,,. Eucalyptus • Approx. 36" caliper Rern-ove e)([Sti fencing-.._.J and associated ~;lnQ Protect in Place exist! 1g •--/ otmty risers and vault Demolition Plan tu I ,I 0' 5' 10' 20' Scale: 1":10'-0" CONSTRUCTION LEGEND A/C B.C.R. B.O.C. C,J. C.L CLEAR. CONC. CONT. DIA. D.G. EA. E.C.R. E.J. EQ. EXIST. F.O.B. r.o.c. F.G. F.S. FTG. GALV. H.B. MAX. MIN. M.B. NAT. N.I.C. N.T.S. o.c. P.A. P.I.P. P.L. R. R.S. R.0.S. RWD. s.o. SHT. S.L SQ. S4S STD. T,F, T.W. TRANS. TYP. W.l. Asphaltic concrete Be9innln9 Curve Radius Back of Curb Cold Joint Center Line Clearance Concrete Continuous Diameter Decomposed Granite Each Encl Curve Radius ExpanslOfl Jofnt Equal Existing Face of Building Face of Curb Finish Grade flnisf7 Siirface Footing Galvanized Header Boa rd Maximum Minimum Mall Box Natural Not In Contract Not To Stale On Center Planting Area Poured ln Place Property Line Radius Resawn Rough Sawn Redwood Slot Drain Sheet Score Line Square Surfaced Four Sides Standard Top of footing Top of wall Transformer Typical Wrought Iron CONSTRUCTION NOTES Contractor to verify with Landstape Architect all materials, colors, and finis.hes prlor to cortstrutt_lon. All construction shall conform to all local City and County codes. All trees, boxed or otherwise, shall be plasted prior to any hardscape where conflict, between tree box size and planting area occur. All tree locations and all field adjustments shall be made by the Landscape Architect. All irrigation sleeves shafl be Installed prior to hardscape. Refer to /rrigation plans. All angles to be 90 degrees or 45 degrees unless otherwise noted. Al! scoreline:s, sawcuts, and expansion joints to occur as shown on plans. All unlabeled construction joints to be score fines. Contractor shall not make field changes unless authorized by Landscape Architect. Any t1nauthorlzed changes shall be corrected to conform to the plans at no additional cost to the owner or Landscape Architect. contractor to verify all utility locations. Contra,tor shall inform Superintendent and Landscape Architect if any field modifications are necessary. Paving sub0 base and reinforcement to be verified with structural and geotechnic.,1 sons engineer. Refer to ciVll engineer's precise grading plan for drainage locations and details. CONCRETE SAMPLE NOTE General contractor shall provide on-site 3' x 3' sample fiatwork panels for each concrete c;olor / finish combination specified in the paving notes. Sample panels to be ~))proved by Landscape Architect and owner prior to the sta,rt of construction, CONCRETE FORMING/SCORELINE NOTE Landscape Architect to review all forming and scoreline 'Snap lines" before concrete Is potired or cut. Allow 24 hour$ lead Hme. ----------- _,,..-•Remove existing signage and associated footing _,,..-•Remove exlst,ng low planter waU ~--Remove (2) existfng slump block pilasters ~-➔Protect In place existing Uquid?lmbar Tree• Approx. 16" canper ,-_.,Prc,tect in place eXi$\lng Cupaniopsis Tree • Approx. 12" c,lllper \ CONSTRUCTION STAKING NOTE \ The design intention of all meandering walks, walls, etc, Is to maintain contlrtuous smooth radii on all segments. If any staking dimenslon(s) creates a deviation to the constant r~dius, contact the Landscape Architect immediately. DIMENSION LEGEND 0 POlnt of reference ® Radius" l'-6" @ Radills = 2'-0" © Radius = 3'-0' @ Radius ~ 3'·6" ® Radius = 4'-0" UTILITY SCREENING NOTE ity Contractor to contact landscape Architect prior to start of utll relocauon work. New location of otltiues t5 to-be reviewed an d approved by the umdscape Architect in the field. ant All utilities are to be appropriately screened from view with pf material per the landscape plans. Land$C1'pe Architect to mak changes to the shrub plans as needed per utility locations in t e he field. ----------- POI ~ Cl 0 D Reconfigure fencing and •. _L----- ac,:ess gate as shown Construction Layout rn,-,,+ · · ··· I ·.·_.·,_ _·J'.,--, _,,--,·-'.•-,, ··• 0' 5' 10' 20' Scale: 1"==10'-0" NOTE Limit-of-work has been revised to keep all proposed work out ofthe City R.O.W. ' I 14"'""'"" DEVELOPERS NAME: BIRTCHER I ANDERSON REAL TY ~1 ~ ~~~~ ADDRESS: 31910 P<el Obispo, Suite 100 R --Pt?' San Juan Capistrano, CA 92675 TELEPHONE, Contact. Jeff Ea1es (949) 64o.Q55:, * ,/X.' ~7~ ~ 1..1a.te ./,_~"i" l'~ OF Cf.l.\..Wo'<' DA TE PLAN PREPARED: 11l12t.1009 D~.TE INl11AL ~!:ot.!qn BY: Lend CPn~m ENG\NcER OF WORK REVISION DESCRIPTION NOTE: A separate slgnago permit is requfreq for signage and mo~uments. ,\ I ·~~~•:.,-;;,::;;-._~ . ....,' / 11<" / "'"· --. __ ·,: '"', -.. ; / / ,, '·,'·, .,_ .,,,-, ((, ;/ \\\\\ L.,!,J), .. J>,-. ,,:,;J)~JJ ,,_,...,, ,:•'-·-•✓f 1/ '..r"' ""•<-,:'<)KY./// \ v" "\t ,, •,_;\.'\!\,-,.: " I •; ' LAND CONCERN LANOSCAPE ARCHffECTURE l750f.,st Deer, Avenue, Santa Ann. CA 92705 949.2:lll.4822, F 949.752.2469 OAlE INl11AL o~.1E . INlitAt. 01HER APPROVAL CHY APPROVAL ----------- \ \ DEMOLITION PLAN & CONSTRUCTION LAYOUT APPROVED FOR IRRIGATION AND Pt,.ANTING ONLY, fNCl.UDlNG PRECISE l.OCATION OF PLANTING AREA. "AS BUil T" TITLE PATE REVIEWED BY: INSPECTOR DATE SHEET CITY OF CARLSBAD SHEETS 3 12 PLANNINO DEPARTMENT PRIVATE (ONSITE~ RECYCl.£D WATER SYSTEM OR: Lakeshore Gardens. •sign Corne?' Managed By: l'lirt;oher/Anderson Realty APPROVED r4:{ q. e\...,--\t I\ ~-10 PLANNING DA1'E'. DilWN BY: P. Stevens PROJECT NO. DRAV,1NC NO. CliCw ey, C. Hillsle;ad PD09-08 466·3L SHEET bF 12sHEETS . w ROOT BARRIER JS TO 8€ INSTALLED IF TREE JS WITHIN 5' OF HARDSCAPE. 2x DIA. OF ROOT BALL ~--2" DIA. LODGE POLE TREE STAKE DOWELED OR PEELED FROM VIRGIN TREE. GR.EEN PRESERVATIVE TR.EATED. PLACED ou,SiDt PF ROOTBALL USE T\1'10 STAKES PER 15 GAL. TREE.. ~---. 3 CINCH TIES AVAILABLE FROM V.1.T. COMPANY: 15561 PRODUCT LANE D-4, HUNTINGTON BEACH, CA 92549. TEL. (714) 891-8338. ALLOW 2" MIN, TRUNK CLEARANCE, ,----e TRE!: ROOTBALL 1 • ABOVE GRADE FOR 5 AND 15 GALLON TREES 4• AE\()VE GRADE FOR 24;' BOX TREES-TAPER ROOTBALL FROM TRUNK TO FINISH GRADE ~-FINISH GRADE lif~=-----e 4" HIGH WATER RETENTION BASIN FORMED FROM PLANT PIT EXCAVATION. BASIN RIM MAY BE RAKED OUT PRIOR TO OTHER PLANTING WORK AS DIRECTED BY LANDSCAPE ARCHITECT ~--PLANT FERTILIZER TABLETS PER AGRONOMIC SOILS REPORT "---e PREPARED BACKFILL PER AGRONOMIC SOJLS REPORT ~ .... 6" ZONE OF OVER-EXCAVATED AND RECOMPACTED NATIVE SOIL. TREE PLANTING AND STAKING SCALE: 1/4" = 1 '·0" ~-' ' -· ·t:,-t;-"' ' :.:·, ' NOTES, LANDSCAPE CONTRACIOR TO REMOVE ANY EXCESS CONCRETE •BOIL-OUT'; THAT PROHIBITS A SNUG FIT (1/4" MAX GAP) OF ROOT BARRIER AGAINST PAVING EDGE. 3" OF APPROVED MULCH IN SHRUB AREAS 1 • ... 2 ···• ., ., .. _... . ... ····· .. .,............. ., .... ,. ....................... . •:::: •:::::::.•:::•.'.':•::.•::: •:::i:, '' '• < • '•" • ,-•' ••• H •' •• •' , • • ..... , .................. , ....... ·················~---.. . ,a....... .. . , .... -................. . . . . . .. . . . ' '' ' .. ' ..... ' . ' .. ,' ' . . .. 4H-./ NOTES: A. POSITION BARRIER AS CLOSE TO CURB OR SIDEWALK AS POSSil;lLE. RAISED ROOT PROTfCTORS .SHALL BE FACING TOWARDS rHE TREE. B, TOP OF BARRIER SHALL BE l" A80VE FINISHED GRADE, l" BELOW FINISH SURFACE Of PAVING, FLUSH AGAINST EDGE OF PAVING. C. LENGTH OF ROOT BARRIER SHALL BE EQUAL TO THE ULTIMATE DRIPLINE OF THE PARTICULAR TREE. LEGEND 1. CONCRETE PAVING 2. FINISHED GRADE 3. APPROVED ROOT CONTROL BARRIER 4. DRIP LlNE Of TREE ROOT BARRIER IS TO BE 18" LINEAR BARRlER AVAILABLE FROM: DEEP ROOT PARTNERS, L..P. 510 WASHINGTON STREET SAN FRANCISCO, CA 94111 (800) 1!58-7668 LIN EAR ROOT BARRIER SCALE; 3/4" = 1'-0" 'c::, :.'.~~~• -~ 1'-'.'.";;~~----- -:~--!:: cM'f ~ L/ooE51MQOC GJmlD~ ··-v -• -._ - '----e ELDORADO STONE VENEER AND CAI" TO MATCH CLUBHOUSE SMOOTH TROWEL STUCCO WALL. COLOR T.B.S. f CORNER MONUMENT £0t<DSC~~ ~""''"J """~ -~ ~~ ; ' ,, ' . "' ~~77"~0 q:-..._ uafe ~"(- OpCAL\'fO~ ~!ration "' PIN-MOUNTED S!GNAGE SET JN RECESSED ALCOVE PER SIGNAGE COMPANY. PER SEPAAATE PERMIT SCALE: 1/4" = 1''0" DEVELOPERS NAME: BIRTCHER I ANDERSON R_EALTY ADDRESS: 319'1 O Del Obispo, Suite 100 San Juan Capistrario, CA 92675 TELEPHONE: ~~eff Eales (949) 545-05$2 DATE PLAN PREPARED; 11/12/2009 BY: Land Cqncem • "' ' 0-l (>J fJ~·-·. O>o, Cbo, ~er; ' r--➔ SHRUB ROOTBALL, CROWN St!All BE' FLUSH WlTH FlNISH GRADE ~-3" HIGH WATER RETENTION BASIN, RAKE•OUT AS DlRECTEO BY H!E LAN [>SCAPE ARCHITECT (:~!~~~~~µ. ,,-----➔ PLANTING FERTILIZER TABLETS, PER PLANT!NG NOTES ----◄ PREPARE BACK'1LL MlX PER PLANTING NOTES =II ---➔ 6" ZONE OF OVER-EXCAVATED AND RECOMMENDED NATIVE SOIL ' '':·<., ·.···=14 31 =111=11 l=I I I=-------.... PRESATVRATE AND COMPACT I I·· : I 1-111-·1 I I· -1 I I· SUBGRADE PER GEOTECH. $OILS 1-1/2 X's ROOTBALL DIAMETER ENG:S RECOMMENDATIONS. NOTF: FOR SHRUB LAYOUT. NEXT TO lRRlGATION HEADS REFER TO SHRUB SPACING BY IRRIGATION HEADS DfTAJL. SHRUB PLANTING SCALE: 3/4" = 1'·0" DETAIL NOT USED SCALE: X" = 1'-0" rrtr\'\~ "\\~~~ ~• I ' V ' LAND CONCERN LANDSCAPE ARCHITECTURE. 1750 East D,·ere A venue, Sonia Ana, C'A 92705 949.250.4822, f 949.752.24G9 ()Art INITIAL l>ATt INITIAL 0A1t INITIAL EN/)INEER or WORK REVISION DESCRIPTION 01H£R Al'PROVAL CITY APPROVAL CONSTRUCTION DETAILS APPROV£D FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ' SHEET CITY OF CARLSBAD SHEETS 4 PLANNING DtPARTµENT 12 ' PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: Lakeshore Gardens, •s_;gn corner" M;,naged By: Birtcher/Andersen Realty APPROVED li.3_..j n {-,. {::t\ -oil-!1-~·,o PLANNING DATE CiRWN B'i', C. 'Miller PRO<)E'CT NO. DRAWING NO. CHCl<D BY, c. Killstel!d PD 09-08 466°3L SHE£l fu)f 12SHfETS STATIC WATER PRESSURE AT THIS LOCATlON-· WA$ MEASURED ONSITF AT 60 PSI, DISGONNECT FROAPO1ABLE WATER SUPPL y __ __, WILL OCCIJR BET.vEEN $HUT OFF VAL VE AND RPBACKFlOW AT Tl~!E QF COIM'RSION, PROVIDE A 10•· ____ __, SEPA/lATION BETWEEN THI' POTAB,E WATER SOURCE AND THE RECYCLED PRESSUR~ MAIN AT THE CUT AND CAP LOCATION, --------,----FUTURE RECYCLED WAT£~ POINT Of CONNECTION LOCATION. ACTUAL LOCATION MAY BE REVISE'D AND A CONSTRUCTION CHANGE WILL BE RH.llllRED FOO SUBMITTAL TO SAN DIEGO DEPARTMENT Of ENVIRONMEl.'TAl HEALTH FOi', APPROVAL \ \ \ IRRIGATION CONSTRUCTION NOTES G) EXISTING e STATION OUTDOOR CONTROI.LER WITH THREE (3) ACTIVE .STATiOt,1$, TWO VALVES AT CORNER AREA TO BE P.EMOVED, ADDITIONAL VALVE IRRIGATING STREETSCAPE ALONG AVENIDA ENCINAS TO REMAIN ATTACHED TO CONTROLLER ADDITIONAL CONTROL VAlVE PILOT AND COMMON WIRES (VALVE A1) TO BE ATTACHED TO CONTROLLER @ EXISTING IRRIGATION REMOTE CONTROL VAL VESSHALL BE REMOVED AND MAINLINE CAPPED AS SHOWN @ TIE INTO EXISTING 1-1/t PRESSURE MAINLINE, CONTACT RUSSELL (760) 420-6252 AT LAl'.ESrlORf: GARDENS FOR COOROINATION AND LOCATION or PIPE @ INSTALL 1,112' RP BACKFLOW BEHIND WAL.L TO PROTECT ALL DOWNSTREAM IRR!GA Tl.ON @ EXISTING 1-112" PRESSURE MAINLINE SHALL BE PROTECTED IN PLACE AND WATER SHALL BE PROVIDED TO DOWNSTREAM VALVES OURING CONSTRUCTION STUB ADDITIONAL THREE Pl.LOTS AND NEW COMMON WIRE TO THIS LOCATION IN VALVE BOX. @ TIE INTO EXfSTING TURF IRRIGATION LATERAL AND ADD HEADS TO PROVIDE HEAD TO HEAD COVERAGE Q) NEW HEP.OS SHALL PROVIDE 100% HEAD TO HEAD COVERAG!: WITH HEADS LOCA TEO IN THE RIGHT Of WAY WITHOUT O'JERSPRAY ONTO SIDEWALK CONTRACTOR ro UTILIZE SlRIP SPRAYS WiTH PCS SCREENS AS NECESSARY, NOTE: ITEMS SHOWN IN BLACK REPRESENT PROPOSED RETRQFIT, ITEMS $HADED IN GRAY REPRESENT EXISTING IRRIGA T10N FOR REFERENCE NOTE WIRES TO MATCH EXISTING COLOR SCHEME FOR PILOT, EXTRA, AND COMMON. . NOTE: EXISTING IRRIGATION CONTROLLER SHALL BE REPROGRAMrv1ED WITH NEW IRRIGATION SCHEDULE PER NEW IRRIGATION PARAMETERS. NOTE: ALL EXISTING IRRIGATION EQUIPMENT Rf.MOVED DURING DEMOLITION SHALL 812 TURNED OVER TO THE OWNER '" i DIAL TOLL FREE 1-800'227-2600 AT LEAST TWO DAYS BEFORE YOU O!G UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LATERAL PIPE SIZING LEO END N0.1/2'' PlPE PERMITTED 314" MiNIMUM 1' 1-114' 1-112" 2-1/2" 3" EQUIPMENT LOCATION NOTES ALL PIPING. ABOVE GROUND EQUIPMENT,.AND ANY VAL VE BOXES SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED INHARDSt.APE OR lNTURF AREAS WITHOIJT PERMISSION FROM THE IRRIGATION CONSULTANT. GROUP ALL VALVE BOXES AND LOCATE IN SHRUB ~.REAS ONLY. CONTRACTOR WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN TURF A!'IEAS AT NO COST TO THE OWNER WATER SUPPLY NOTE THE PROJECT WILL BE SUPPLIED WITH POTABLE WATER PENDING AVAILABILITY OF RECYCLED WATER TO TKE SITE. CHECK VALVE NOTE CHECK VALVES SHALL BE ADDED TO All HEADS TO PREVENT LOW HEAD DRAINAGE. NETAFIM TECHLINE CVWITH CHECK VALVE FEATURE SHALL BE' USED TO PREVENT LOW HEAD DRAINAGE FROM TUBING. POINT OF CONNECTION NOTE ------ POINT OF CONNECliON (EXISTING 6" WATER METER) iS LOCATED AT THE SOUTHERN CORNER OF THE: MAIN ENTRY. REl'ER TO SHEET2 OF THE PACKAGE FOR LOCATION ON THE PROJECT MAP, REVISION NOTE . . REV ... ISIONS MOS. ,BE ... · AP. P.RO.VED B .. Y .. PUBLIC H. E.ALTH ENGfN .. E.E.R .. C.ITY ' • • ., C • • • • • } ENGINEER t D1.STRICl .ENGINEER PRIOR TO IMPLEMENTATION IN FIELD IRRIGATION PLAN APPROVED roR IRRIGATION AND PLANTlf~G ONl.Y, INCLlJDING PRECISE LOCATION OE PLANTING AREA. \X'ATER CON(:ERN, I.Tl>. fo•,dj,,YJJ•{· f;•, i,~;cion -c.An11/mig "1!)-'l"-"J 'SA"l'f-'. ~l,sff.(,,;,,lT.<. h•,-f,$i:1r~ ,;.,; 11.,.~'\K• 5,.!,., .. M,,m1a1t1 :·-., <;·~ :frl~~ (J~!l; 1J~•"fi4 fu4'.)lf._J1,n.;n fA,\ 0AS BUil T" -·--------TITLE REVlEWEO BY: INSPECTOR DATt CITY OF CAI{LSBAD SHEETS PLAN'J;Nc; OtPARTMENT 1---1-----·l------------... ·-----1----t--➔---+--t------1-------------------1[.__~-1 SHEET 5 12 tA -t -~ , (;'\ . t) . I 1') tN . Fl r- 1. 2 3 4. 5. 6. 7. 9. 10 11, 12 13 14. 15 GENERAL IRRIGATION NOTES ALL MAIN LINE AND LATERAL UNE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SE PARA TE SLEEVES. MAIN AND LATER.;L UNE SLEEVES SHALL BE t,,. MINIMUM Of TW!0E (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFflCiEt-.'T SIZE FOR THE REQUIRED NUMBER OF W\RES UNDER PAVING PIPE SIZES SHALL CON"ORM TO THOSE SHOWN ON THE DRAWING NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BEPgRMITTEO, BUT SUBSTITUTIONS Of LARGER SIZES MAY BE APPROVED. All DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE S!TEAT THE TiME OF SAID REJECTION. . PO!NT OF CONNECTION TO THE RP, BACKFLOW PREVENTOR IS EX1STING AUTOMATiC CONTROLLER IS EXISTING 110 VAC ELECTRICAL POWER SOURCE Al CONTROLLER LOCATION SHALL BE PER LOCAL ELECTRICAL CODES. ALL SPRINKLER HEADS SHAU BE SET PERPENDICULAR iO FINiSH GRADE UNLESS OTHERWISE SPECIFIED. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRA Y ONTO WALKS, STREETS, WALLS, ETC. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC SHOWN WlJHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLtD IN PLANTING AREAS WHERE VER POSSIBcE IT 1$ THE RESPONSIBILITY OF THE IRRIGATION CONlRAC10R TO BECOME FAMILIAR W!TH AU GRADE.DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES ANO UTILITIES THE lRRl~TION CONTRACTOR SHALL REPAIR OR REPLACE All ITEMS DAMAGED BY THEIR WORK WORK SHALl BE COORDINATED WLTH OT KER CONTRACTORS FOR THE LOCATION ~.ND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, l!NDER ROADWAYS, A'ID PAVING, ETC. THE SPRINKLER SYSTEM DES!GN IS BASED ON A MiNIMUM OPERATING PRESSIJRE A$ SHOWN ON THE PLANS CONTRACTOR SHALL VERlFY WATER PRESSURE PRIOR TO CONSTRUCTION REPORT THE ACTUAL PRESSURE READING At iHE IRRIGATION POINT OF CONNECTION TO THE OWN!::R'S AUTHORIZED REPRESENTATIVE PRIOR TO START OF WORK. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM Af, SKOWN ON THE DRAWINGS WHEN 11 IS OBVIOUS IN THEFIELO THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCE$ IN THE AREA EXIST THAT ARENOT SHOWN ON THE PLANS. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROLIGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE EVENT THIS NOTIFIQATION JS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALl SPRINKLER EQUIPMENT NOT DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANLIFACTURER'S RECOMMENDATIONS ANO SPEClFiCA TiONS THE IRRIGATION CONTRACTOR SHALL INSTALL KBI SER!ES ANTI DRAIN VALVES ON ALL HEADS lN AREAS WHERE FlNiSK GRADE EXCEEDS 41, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION SYSTEM OCCURS OR A$ DIRECTED Eh' THE OWNERS AUrHORIZED REPRESENTATIVE THE COtfTRACTOR SHALL PROVIDE PRESSURE COMPENSATION SCREEN$ (PCSi AS NECESSARY TO ELIMINATE OVERSPRAY ONTO STREETS, WALKS OR OTHER AREAS AS D!RECTED BY THE OWNER'S AUTHORIZED REPRESENT A nvr. SHRUB HEADS AND RISERS MAY BE SUBSTITUTED FOR POP-UP HEADS IN PLANTED AREAS EXCEPT WHERE ADJACENT TO TRAFFIC AREAS SUCH AS WALKS, CURBS, TURF LINES, MONUMENTS, FOUNTAINS, OR .SIGNAGE. REFER TO INSTALLATION DETAILS. Ymter~« llfo. Ii~ 1,JJ)'' ltjdraulk G;mdl-lmf E:te~ttton rl~r U~.A Of lnlotm!f.!Qn $::;;ti; t:iml'i~lJ~ IDkeri il!'J!;.J°;(t P:i.Otl" ti11n\be~ ()111:!l l)fift'amidoti e-1$'b Ji.;rC~1"v1_irtloil Va!i• lnlom1a!lo~ fl.,!!fO~I!: coob'Ql vtm tei1111!1 Al .,,..,,. . 1.)GPM -~•m•••'"""''-•~• i:i.v,r1611 ¢ m,-iatt.t M~..1 --~ frlttiorrtoa< 2Jr, fj~ !It~ ';i:g.!",'fC*·'/Jr.f. W$;rt~w --· ---r~;-,,--o Cl?r,1 f:1Y eij~(-11/ '(If ~,>;ft ··-----------· ------i'foi"oi-£,t;<"1 s,.,., ___ ____ _J:n.:PM Mretr'V3i¥1 --·--.. ···----~~-r'W,t'l¼!~;:)t f "f-if,;' fl GP~f Gm::> 'la\11e:½ !!'~-~ to·Ptl~t w· 1.J5' f.J®-'M M';itnk'!.iJ: f¥VG --·--·---~~--· ~nQf'f:t. t.t~l}rJ:irw PVC B GPt;I MlJnf,.~,e Jls-.,•c. --{CC" n.('-.F)J!..,.. A,lb1tl.'J-ftC,-;,_i;!n'.iV~¥c 1/J¾ai ~l'.i~f.ETI !J}1Hi1'; tlJ¼.~ t.iftJ't l.~il--i fjlf.1:c'Y,),:.l..<ffi.~ cml),~: f]elfd;O:,'l 01.!'~H PN1'3\J'2 ih.!q,i.ra,:I kl l~fitt,,. ~00 r'(;:t<i-d:JC,:l P£trJ.}11 Rw1nirr.J1'.l' f"'!'J Pm !hJrt F;~11fred Ylf!h RtlS1dm!lf S.fl!llc: P~\;llill," .t~ Witter ~tar A.ethful!i Praum'lt . 4 00 .. 3~ ' -" i?L~•A· t~ p:si··-- J;}i)!j;f ,,,,,,,.,.,,,,,,,,,_ Ge p;sl $\ .... ! ei:-& P.tAr'l T(Pf -· ... ,,, .. ,. ....... . S/ntfil . _,c_::_,:·---· -..l~ .. -.,-, · .,. _._, r<~ANTIJ';'Nt.::R ltS.S-Rf.(i.JRfWFNT ~,-.J(:lf;J-l;A.11:: . ,~J:A,r~, ·lt._fw:io ·· · · ·· ..... ,, ... ·-----------.. ··· · · ·"·,·,~~ "" .--·«"'·'·"=·--··-· "--. --...... •if.ff -~~.!l!, .. ,'"• " 10TA1.F.~:~,r1J•wA1t;1,nJBAC?if <,W'.-t-r#.IV\l''.l:r .... --..... , •.. -, ·--,MJ]f .... MA'%'!1<•· ·Ai1t:P. H'¼ •n 00 !< .itt· ~• . f'A'flM~ M-f.Ar rm., Ffx Jbi r ,;;tR'i'~:i·;..ii'--··, ·o:\lii'. ----·~""··--~~-- r~fJ}91~ .... ~ 19 \°ja,'N~ ,r~ar · --,~;-rµ -t,ri1~~ ······ .. ·····---,, ill 10T;\i.. .. lA'Ntltt;;i,pf AFEA ~1 ~~ so·n ·~~-~·.-~--·-·•,....... :-~·-~-i11Y ACRJ~ •-veillt)•.El()_oot3i.:JP.tf"furit:·· . . tlfrfij~{FJ:frif' ~-······ . . .,. .. " ..... · ......... ,. )"'~rlt1,jf:,:'if!.1$:-C:P.)!:t,i:·ti1·~'J'~. tit!)•".JP.<l fll-* -l!t-11~/o-(i;. M~t1,uts'.f 1/1: -:,pi~c;:.,,i l$l;l1<-;;ll)e Al;'!jJ '!lri!h ¥, r.t,i;,r a 1 Ci IRRIGATION EQUIPMENT LEGEND SPRAY HEAD LEGEND · FUTURE RECYLED WATER SYMBOL ITEM· MANUFACTURER-MODEL NUMBER" DESCRIPTION SYMBOL DtSCRIPTiON ~· WATER METER EXISTING DOMESTIC WATER METER CONTRACTOR TO PROTECT IN PLACE. TURF POP UP HEADS ~ RPBACKFlOW FEBC0825YA 1-112" BACKFLOW PREVENlOR Ci TURF POP UP fl TURF POP UP H BALL VALVE NIBCO T-685 FULL PORT BRASS BALL VAL VE -TO BE LINE SIZE t,\ TURF POP UP t, TURF POF UP e OLIICi<; COUPLER HUNTER44~-LRC-AW 1' QUICKCOIJPLER WITH PURPLE VINYL LOCKING COVER • CONTROL VALVE. CONTROLL!oR EXISTING @ RAIN SENSOR • DRIP IRANSITION © DRIP FLUSH _.,_,.,._ .. _ BELOWGRADE PR!::SSURE MAI\ILlt-lE. ---------PRESSURE MAI 'IU 'IE -EXIST ---~"·----· BELOW GRADE LATERAL LINE --------·-ORIPLATERAL INCLUDE TWO (2) HK"44A KEYS WITH HS1 t' X 3l4'$WIVEL PER CONTROLLER RA/NBIRO PESB--R-1001'AUTOMATIC CONTROL VALVEW11HPIJRPLE EPDM DIAPHRAGM AND THROTTLE CONTROL INCLUDE RAINBIRO PRB--OKCHK-1001" PRESSURE REGULATING BASKET FILTERASSEM8LY, E:XISliNG 6 STATION OUTDOOR LOCA tED BEHlND WALL HUNTER RAINCUCK ·TOBE INSTALLED ON EXISTING COi'HROLLER TP.ANS!TiON FROM PVC TO NET A~IM WITH PVC HEADER REFER TO O£f AILS NETAFIM TLF\/ TECHLINE MANUAL FLUSH VALVE PURPLE CLASS.315 PR!:SSIJRE MAINLINE FORPPE 2" THROUGH 3' .PURPLE SCH 40 PRESSURE MAINUNE FOR PIPE 1-112'' ANO SMALLER ALL PIPE TO BE SOLVENT WELD REFER TO TRENCHING DETldl FOR DEPTHS EXISTING DOMESTIC l'IA TER BELOW GRADE PRESSURE MAINLINE FOR REFERENCE ONLY_ PURPLE SCH 40 SOLVEN1 WELD PVC-314" MiNIMUM REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR BURIAL DEPTHS NETAFJMTLCV &-12 SERIES TECHLINE. 0,6 G.PH AT 1Z" O.C. WITH CHECKV~,LVE OPTION -PROVIDE NETAFIM tlS-6 flJBING STAPLES J,,ND PURi>l.E RECYCLE!) .WATER WARNING STICKERS AT 3' O.C ALL CHANGESIN DIRECTION SHALL BE MADE WITH NETAFIM BARBED TL f'!T11NGS BENDS IN PIPE WILL NOT BE PERMITTED. INSTALL ON F!NfSHED GRADE BELOW MULCH LAYER NOT SHOWN MAINU!'IE FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD NOT SHOWN NOlSHOWN Nor SHOWtl NOT SHOWN ~-" LA TEAAL FITTINGS ALL NON-PRESSURE LATERAL L!NE FITTINGS TO BE SCHEDULE 40 PVC SOLV1'Ni WELD. VALVE BOX IDTAGS IRRiGATION 'A1RE WIRE NUTS RECTANGULAR CARSON 1419 • 14' X19" CIRCULAR CARSON 910" 10" ROUND JUM80 CARSON 1220" 12" X20" JUMBO All VALVE BOXES TO INCLUDE PURPLE BOL TDOWN LOCKING LID WITH STAINLESS STE EL BQL T T CHRISTY ID-MAX-Y1 YELLO'W STATION ID TAGS WITrl BLACK LETTERING AND T CHRISTY ID-MAX"P2"RC006 PUF!PLE BILINGUAL RECYCLED WATER WARNING TAG-PER VALVE. PA(GE 70010 #14 AWG UL LISTED U . .F, 600V DIRECT EJURIAL LEAD W!RE If 14 AWGBL/\CK COMMON #12 AWG lf,'HITE WITH BLACK STRIPE EXTRA WIRE #14 ORANGE 3M OBY OR 3M OBR WATERPROOF DIRECT BLJRY CONNECTORS ----.._ DENOTES St Al ION NUMBER · _ _,,. DENOTES VALV~ FLOW (GPM) .._ __ :/ DENOTES VALVE SIZE -----~~~or•,-•= () TURF POP UP M TURF POP UP 6 TURFPOPUP Ill TURF POP UP a TURF POP UP ~--------~---~"- •-.. ~ .. -== ,er~••~-~~ --~.•~~~=c,·~~=~~-•--•-· -·· .. ~~cr••r .. ~ .. ~, ..... ~ ... -.,~,-~~----,~--~-~--~, .... ~·····~· ••=•-~•-•=••~m•-~ ·-·····~·~·-·-·-·'' ·-..... ~~.-...... ~. ,-;i"~"OSCAp~ DEVlLOPLRS NAMi:: BIRTCHER I ANDERSON REALtY ~-~~~~ ..... -,~~ ""~~~~•==~~~~--~----••••• ~« ,, Co a W><-.~~" ADDRESS: 31910 Pel Obispo, Suite 100 •=•on,·••-,_ ___ ., ·rn·•~•~~'-~ --=~••-•-----~--c~~-=,~---. ---- Sa11 J~M Gapistrano, .C.A 92675 MANUFACTURER PART NO. NOZZLE RAIN~IRD 1806 SAM PRS NP BF P.AINBIRD 1806 SAM PRS NP 8H RAINBIRD 1806 SAM PRS NP BT RA,INBIRD 1806 SAM F'RS NP 80 RAINBIRO 1806 SAM PRS NP 5H RAINS/RD 1300 SAM PRS NP 5i RAINBIRO 1801> SAM PR$ NP 50 RA!NBIRD 1806SAM PRS NP 16SST RAINSIRD 1800 SAM PRS NP 15 EST ' ' ,;f--:f ,, ,..· .;·t'· ?.{. \VAH' R (X>R(LR'-'. LT!\ f,ri>tf,•c-cp.-!nlJ!,",.t;i,~ ();,11;1;'/!tiro.i,: ,tf!'~S,.~:.,, M,_,,.1.,,n'1<1 Pu,T,_tit1m lk1' !luit<(,1 ~A>i'I'., M.,;;,;~nl-rA. C/o. ;r,~~ (v~~1 l'i.Jl•M7♦ 1?-i'<"I ~;!~~~$ F.\~ - --- •~-•~--~•M~•= ·I "··--····-----4-~.,~~-- I ---~· ~-~-· ' ' ·•--------··~ .~---" "'"''""'''""'••u -'""'"'"'""·'·'·''' ,, __ •~=«m-<m«< •M•----~----·- ~ ~--"0~ ~-»'°s.-->.-M-=,~~••••><»m ··--------»»-,~~~~~ •-~~,,~»,,~,=--• ~~ .. ,..,a • .,_,•.,~-,~~~-.=•• "=••=--•' "··-------- .Contact: Jeff E;~les (949! 545-0552 ·---* '7)~' lELEPHONf: -' /'-:<..._ Date ~'I(-l1AJ.E !N!_li/U ... OA le I IN! TIAl OATS JNtnAL .,, r. :?' DATE PLAN PREPARED: ~OF CA\..\~O ·-· -·-·••.••.-·•-· PtV,SiON DESCR!PllON ,,.,, .. -•• , .•• _!_ . ···----· ··••--,-~ ...... '-.. _,_, ____ ,,,, BY (NCINfTR Of WORK 01HER APPROVAL CITY A15f>ROVAL PATTERN FLOW RADIUS F'RES PREO•P FULL !.00 B' 30 1.83 HALt 050 S' 30 1-83 THIRD 0,35 B' 30 1:83 ORTR 02& I\' 30 t83 HALF 020 ~· • 30 1.83 THIRD 015 ., 0 30 1.83 QRTR 0.10 5' 31) 1,83 STRIP 1.20 30 STRIP 06() 30 IRRIGATION LEGENDS AND NOTES APPROVED FOR IRRIGATION AND Pl_ANTING ONLY. INCLUDlNG P''"CIS•-Kt.,,."'"· LOCAT!ON oc ' PLt,NTING AREA SH[ET SHEF'fS CITY OF CARLSBAP 6 12 PLANNING DEPARTMENT PRIVATE (ON SITE) RECYCLED WATER SYSTEM FOR: Lakeshore Gar(iens. '',Signage .con1M" Manage<! By: 8if1chcr1Andcrsr,n R;,,alty APPROVED l"r.4 -~-~}\..cit \\-~o PLANNING DATE )RWr~ SY: PROJECT NQ DRf,WINC NO ,,;HC~t). ,BY:' PD09"08 466-3L QUICK COUPLER SHALL BE Of TYPE APPROVED FOR USE WlTH RECYCLED WATER ® 0 BRAS$ 0UIC1< COUPLER -REFER TO ,EGENO 0 ROUND VALVE BOX -LABEL PER BRAND!NG DETAIL © FINISH GAADE 0 SUBGP.ADE 0 BRASS NIPPLE-INLET $IZE 3" LENGTM © 314" CRUSHED GRA\/El-12" DEEP 0 MAINLINE QUICK COUPLER • .. ,-, ..... , .. y· 0 ROUND 1/Al VE eox. LABEL Pl'R BRANDING OE!M 0 BAlLVALVE·ASNOTEDONlEGEND © '#ATE~ I0!:,NTIFIC•,TION TAG • AS REO\Jli<l;D 0 flNISH GAADE 0 SUBGR,1,Df DRIP FLUSH VALVE © WA_ INLINE TEt. OR ELL Fl1TING WITH BUSHING Tr.'.I ADAPT PIPE TO INLET SIZf OF QUICK COUPLER 0 SCHEOOLE 80 p-;c RISER· MINIMUM 4"tENGTH ® SCHE()!JlE SC P\/C SLIP x THREAD Ell @ 8R~SS STREET Ell· INLET SIZE @ BRASS NIPPLE -ll<V,ET Sile 12· MINIMUM LENGTH @ BRASS ELL -INLET SIZE @ BRICK SUPPORT· TWO REQUIRED /7,'\ SCHEDULE 40 PVC FEMAL_E ADAPTER, ADAPT DRIP \_"..) TUBING TO PVC LA1ERAL 0 SUBSURFACE DRIP TUBING. © SCtlEDiJl.E 40 PVC SLIP Ht 0 8-,ICK SUPPORT· FOUR REQUIRED ® 314" CRUSHED GRAVEL -12' D!cEP 14 @ .ti" ReCTANGULAR VALVE 80,~ -LABEL PER BRANDING \.:.) DETA'l ~ TC',HRISTYYELLO'i-YSTAr_I0N_ ID.fA_GAND_ A \:,I SERPi'AA TE W~.TER ID TAG AS Rf0Ull1EO ~ F_ ILTERWITHPR_,ESSUREREGULATOR \.V REffR TO LEGEND 0 REMOTE CONTROL VAL VF. , Rf FER TO LEGEND 0 WIRE COONE CT OR KIT 3M OBY WATERPROOF © VALVE W1RES -PROV1DE 24' i!N!NIMUM EXl'ANSl(Jf-1 COIL FOR EAC!l 0 SCHEf.JULE 80 PVC NIPPLE TMRfAD ONE END , MINIMUM 6' L£NGTH 10 £JCT END INTO V.•LVE BOX 0 flNISH GR!.DE © SUBGRADE (;;;\ PRESSUR_ E MAINLIN!c-TEE AND PIPING, LENGTH AS \,_;V REQUIRED @ GRAVEL 314" C!'IUSHED · 12" DffP ® t•N!ON SCHEDUtE8<)PVC S X T @ cor~ BRICK SUPPOOTS-fOIJR REOUl~ED @ PVC LATER~l UNE I,'\ REDUG_ E_ PRESSUP.E BACKFlOW DEV!CE -REFER ~ iO LEGENO 0 WiE STRAINER· Rtfl::R TO LtGSND 0 BRASS NIPPLE· l!>ILET SIZE• 3" LENGrH 0 8RASS UNION· INLET SIZE fc\ BIWS NIPPLE· INlff SIZE· LENGTH AS REQUIRED \:_} TQ REACH MAJNLINf TRf;NQfl DEPTH © SUBGRADE INSTAtl BACKFLOW PER LOCAL PtuMBlNG AND HEAL TH CODES . .1/ERIFl' REOIJ'REMENTS Pl\lOR TO iNSTAlLATION 0 fll'l!SflGRADE 0 MAINLINE FITTING· Rfi'ER TO LEGEN~ 0 MAINLINE ®. CON.CRETE.TtlR __ usr_ BLOCKAGNNSt COMPACleO SUBGAAD€ • MINIMUM 1 CUBIC FOOT, @ BRAS$ ELL -INLET SIZE ® SCHE_DULES0 PVCTr!RE~D ONE ENDN!PPLE -6" LENGTH MINIMUM I,'\ RECT __ ANGULAR VALVE BOX-LABEL Pi:R SRAN9ING ~ DETAIL 0 BALL VALVE-REFER TO LEGEND 0 WATER IDENTIFICATION TAG-ASREO\JIREO 0 FINISH GRADE 0 SUBGR~DE © MA:NLIN!: 0 PVC45'ELL,fjEFi'RTO!J:GEND 17'\ .sc __ . HE_Dl.ll[80PVC-NIPPLE-l!'NGTHTOCLEAR '1) VALIIEBOX 0 BRICK SIJPPORTS •H)i.JR REOUIREO ® 314' CI\U$H~0 GP,'.l/;, • 12" Do;>'P @scHEl'IULEBOP\/CNIPPtE-3'LENGTf! @ SCHWl,JLE BO PVC S X T UNION REMOTE CONTROL VALVE DRIP RP BACKFLOW PREVENTOR I BALL VALVE I "'. FINISf_l GRADE· DOES NOT INCUJl)f BARK !.lULCi-1 ~ LAYER 0 SUSGRADE' G) NcTAflMTECKUN!'-REFERTOlEGtNO 0 NETAFIM fl050MA MALE ADAPTER· TECHUNE CONNEC'!OR © SC!-IEOULE 4-0 PVC TxT Ell © HARbSCAPE 0 SCHEDlJlE 8-0 PV_ C NIPPLE, LENGTH AS REQUlREO TO REACH DEPTH OF TECHJJNE © s_CHEOIJl_E 4 __ .o PVC S,SXT TEE OR s,T Ell CONNECTION TO HEADER 12 4 ··R 0 36" MIN, fili FlOW--t,. =f===lf=,;c,/, TYP, ,-·--=ti··----···-·-o, ll..i; ---· 6 NOTES: M•XIMIJM Fl OW FOR E.ACH VALVE IS 20 gpm 0 EDGE OF PLANTER ~ $C-HEO-ULt 4-0 PVC S<1 E-t WITH NETAFIM Tl075!W\ \:,I ADAPTER (":.'\ SCHEDULE 4GPVC s,sxT TEE WITH N.ETAFIM \,::J TLOiilM ADAf>iER, TWO PER ROW 0 S_ CHEOIJLE. 40 SL.IP TEE FOR HEADl;R A,'fl OISTR!tlUTION LATERAL © SCHC-DULE 4C PVC LA 1ERAL LINE HtADER -BELOW GRADE © DRIP CONTROL VAlVEASSEMBLY © CONNECTW1TH NE1AHMTL·TEE8ARBEDTEE FITTING r,:\ PVC.HUSH VALVE INROUN!JVALVEBOX-ON:, PER \:3,.) ENDPOINT (;;;\ N£TArlM CVTE,CHUNE· RffERTO LEGEND-STAK!' \;V AT36'0.C WffilTLS6STAKES ® MAINTAIN MINIMUM 6' Ct EAR FROM. STRUCTURES @ co_ NTINUE_. SIJPPLY_flEADER PVC_ LATERAL t_ INE_TO NEXT PLANTER· DO NOT CONNECT TO FOOTEf\ (";,;\ CONNECT CORNERS WITH NETAFIM Tl-ELL B,>,R!J(D \!..:,) Ell FITTING 0 cu_ R_ VEE_ w~~ DF ROWS INTO P,DJACEN'T ROW WITH @14_ WAL[_ OR STRUCTURE. MINff,fiN 36" RADIUS I NETAFIM HEADER ¢oNNECTI~~ SUBSURFACE DRIP LAYOUT 2 \'(! ATER CONCER:-;/, LTD. t.fflt,_l•,:llt,,/ l,,;i~,;tfr;m CR.fl'}tdi_,ng 1-G!~ 5lS"l'A M1t~:;)\_i\i'.!<I h-.'~, $t1m :i~- , lt.<#1:>0~ S-,>t-t,, M":"t'.c~J!.U:.,_Ol-¢W l<Ki! 1>:1~.o~~i_ i<f!~l '5l<,·,>,1:;'~ fA.'( IRRIGATION DETAILS APPROVED roR. IRRIGATION AND PLANTING ONLY, .INCLUDING PRECISE LOCATION OF PLANTING AREA, SHEET 7 CITY OF CARLSBAD PLANNING DEPARTMC:NT SHEETS 12 1----+--1----------------+---+----+--+---< PR,VA 1l (ON$JTE) RECYCL[D 1----+---t-----------------+-----+-----t---+---< WA TEf~ SYSTEM FOR: ---+--+-----------------+---+----,o---t---1 Lakeshore Gardens, 'Sigi73Qe Conier' r---:;:~=:5::::-----7-----------------------i ---__ , ____ ,, _______ ,,, _____ ,, ________ --1---t ·---··---t----1 Managed By: Birtcher/Aridet~on Really DEVELOPERS NI\ME: BIRTCHER /ANDERSON REALTY ----. .. - ADDRESS: 31~10 Del Obispo, Suite 1_00 __ San J<Jan Capistrano, CA 9;!\17 & lEL[Pf!ONE: Contac; JeffEales (949) 545-0552 DA TE PLAN PREPARED: "---------···-···-............. , ______ .. . BY: ('IGINEER Of WORK - J\-$·10 ·--, --~·~·-.. -,~ OATf Ol·lAl'/ING NO. 4oG-3L ' i! ' 1: ' '· ' ' ' ! I : I I ; 1i i !· 1\ ii' ,. ' ·1: \i , I [ I I I I ., I 1: " 'i : . ' I I I I SHEET ,.L,()Fl2.SHEET5 ' ~ ~ ~ "" 0 I I 1-., I lfJ ' t-1 r-- 4" 4·,r- 1 I I ,, f ; / ,.:" > le :"r.•.· if bi"··''"·'"~"'' ,', -~..: --' , ' ' / , , ' ;.+:+:.L• ..r;;i-:=\ ~~ " L-~ _:~:: --·p-1: , "{":),.,_,i;' 0 BACKFILL, REFER TO SPECIFlf,ATIONS © UNrnSTURilEO SUBGl,ADE 0 FiNISK (',RADE 0 DEBRIS AND ROCK FRE_,E BACKFILL (OR SAND) MIN!MiJM 2" ABOVE AND BELOW PIPING. © PRE.SSURE MAINLINE PIPING, REFER TO ltGEND © LOWVDLT~GE CONTROL WiR£ _BUNDlE WJRES AND ATTACH TO PIPE AT 10' lNTEl'NAlS TRENCHING 0 PRovlbl:_, A 20" EXc,PAN$l{)N LOOP AT ALL MAINLINE CHANOE IN DIRECTl()N GREATER Tfi,\N 3()' (7\ COMMUNICATION CABLE IN CONDIJIT (IF \.:!.,) APPUCA9LEJ r,:;--, NON-PRESSURE LATERAL PIPING, RffER TO \.::_J LEGEND ® flARDSCAPE OR STRUCTURE r.';\ RECYCLED WATER WARNING T~.PE lOCAT~D ~ DIRECTLY ABOVE PIPE AND 12" ABM PIPE NOSCALE I STEP1 STEP.2 r3,, .. ~ STEP4 WIRE CONNECTIONS REC CLEO WATER IN US< ~;v,u •Wl'.!1 ;.< \',j,{.U,.':'N;m:c .. ,~;<,~•-<oru];o,,,,., __ _ STRIP WIRES APPROXIMATE.LY 5l8" FROM END TWIST ENDS TOGETHER IN CLOCKWISEROTATION. TWIST 3M SCOTHLOK CONNECTOR ONTO END$ IN CLOCKWISE ROTATION INSERT WIRE BUNDLE INTO 3M OBY WATERPROOF CONNECTOR SPREAD WIRES THROUGH SLOTS AND CLOSE CAP TO LOCK SEALED CONNECTION COMPLETED CONNECTION 2 0 ~~ 2X l • 0 ATTACH SIGN TO POST W!TH $TAINlESS STEEL HARDWAflf .TWO BOl TS,. MiNlMIJM ('::.'\ CHRISTY_ #l[lsSIGN-181818"x 1_8' ALUMINlft,I X 0.08" ~ THICKRECYCLEO WA.TFR SIGN 0 SUBM!T_ SAMPLE OF SiGN TO WATER DlSTRICT PRIOR TO INSTA[LATlON FOR APPROVAL © 1-111' X3il' X 1/16" W.~LL SQUARE ALUMINUM POST ', , 'ti) a· l DIA • © FINISf I GRAOE © SL!llGP,Al)E 0 CONCRETE FOOTING WITH SLIGHT GROWN __ fa\ FURNISH ~.NO INSTA'.L TWIJ SIGNS PER ~ CONTR(llltR RECYCLED WATER SIGN NOSCA'E I " ~DSCA~ •-:9'\,~4 ... ~~ ~ •~ >v,"~:1 f7 A * ~I , r -. . * ')' ate ~'t" -1 ti,, R' OF Cfl..1,__\"{-0 0 E, xnc __ RIOF\BUILDINGWA_, LL, VERIFY, CONTROLlER LOCA110N PRIOR TO INSTALLATION © OU1DQOR MODEL CON1ROLU:R-REFER JO LEGEND 0 SCHEOULE 40 PVC M~LE ADAP'ftR • PI\INT TO MATCli COLOR OF AOJACENT WALL 0 SCHfD.VLE 40 PVC 1-1.'2'_ ~ __ /IRE SLEEVE, Pft.lNT TO MATCtl COLOR Of ADJAOEN1 WALL (.'\ OUTDOOR RATED JIJNCTION BOX FQR l20VAC \::,) POWl':R -INSTALL PER LOCAL ElECiRll'AL CODE 5 © sue_ GP.ADE ·_ 00 N()T IN'JTALl CONTROLLER ABO'IE HAROSCAPE AREA 0 flNISi-1 Gfv\OE © VAL VE W!Rf ,. PAIGE 7001{> -DIRE GT BURIAL- ALLOW 4 ElCfRA WIRES r,;\ COMl,_·ION_' W!R£ · PA,Gf 7001-0 SINGLE STR/\ND- \.::_J DIRECT 6UR!AL-#lo AWO · l'M!TE t@£ WATERPROOF All POINTS OF ENTRY THROUGH WALL CONTROLLER · WALL MOUNT .. OUTDOOR 0 SUBGRAOE ® FINISH GRAD_E ~(D ~I ::J.~,,.......-,, 0 HARDSCAPE I PLAITT SEPARATION HEADER ("";'\ SPRAYHEAOPOP_ ·-U_PWITHP\/RPlE$NA?CAP-I..:,/ REFERTOLEGEID I POP UP SPRAY BODY 3' TURF SHRUB 0 MMlEX STREET Ell lNltT SIZE © SCHtOULE SOPVCNIPPlE-lENGTKASRcOUIREO 0 SCHEDULE 40 PVC SxSxT TtE OR Ell 0 lA!ERAL LINI:: • Silt PERPLAN -~--------,--, , ' ,. -,-·---.. ---------------~-----·. - , '" ""➔ .......... , __ ,,_ -•--•·----- irFn:r m~ -~ -i .W.1'4V@%ii.C%1/W~4i!: fl'.>TA9U: ~ Lt.I: ---;l,l; ltET (ea;: ~l):,"\fl ~> ~ , AU. ~CXCUP WAID? ~t!Qi P~ IND ~'rt$ fillA!.t. ~ MU 1W l.iaEP M ef'Eel'lt'P K '$TAN!)m, fff:CflCAi~ f()R m'l'AlE ~Tat 6YiiTE116' 'CAFiU:JD ~.,.ll'IAtietl W$ kt> FfXdl_A~IS~ tru;.rnx:Tietl QC F4:'CYCIH> lMiER MAIN'i' OCT~R 1993 , ,, POTABLE MAINLINE CROSSING 6f00l,!,LJ(--~--- a)!.fl---. Aff'ROXB' FOita.E ~ L~---H NOIE, , -yf~l 11.V ME'lti~ " ---~·-------~1-: "•~---,--, .. -. ,•· vf;RUCAL CLEAR#let Cf l2'J11Nrd1 l&M#lDAT~_l!Wi.~~fA11l Cf A POTABLE WA~Ji; l~, t{5TALJ,ATIOO Cf F$CYCU:D lMTER ~~TK"Af W.INLK: 24' FRC.tl FACE Cf ffP!;:lMLK \ll!U.. ffi?Y!DE 1ft N!:CEOOARY. 10' HORilZOOAL Clf:IAA't:EfRCtl fOTAe.Lf: HAfNLJNE IN ti~f:t POTABLE SERVICE LINE CROSSING , , , IRRIGATION DETAILS 'l\l APPROVED FOR IRRIGATION AND Pl,ANTING \V An i'-Ci.5NCERN, Lrn. ONLY; INCLUf>ING PRECISE LOCATION OF l.ntd\Stltl,·' h4;<1(7!)1'l _eo,,,IJ.!p11g PLANTING AREA. -.¢,9 :C~ "T"' iJ .,i::-o,--t-~,n Vu.·r, s!,ufrr,_ "°" R..,._·,:>IJ1 5,1.11n M,,_..,,"'1tt':"-.,;CA ~;~J>.i! (<i,w} ~;,;,14i1 i9.rq,J t_f'. -Q.4,~f;\X SH£~T SHtE'.TS CITY OF CAI{LSBAD 8 12 PLANN<NG D£PAIHM c NT , , PR•VATE (ONS!1T) RECYCtID r •·• .,..,, ,, , . " ,, .. , ... ' --.. ---__ ,_ ---_,_,,_, m~_,_ --rm -e-•,-•~•r WATER SYSTEM FOR: Lakeshore Gardens, "Sign?ge cornet Managed By: s;no,et/Anderson Re~11)1 DEVELOPERS NAME: BIRTGHl;R I ANDERSON RgAl TY ,_,.,,,.,,, .•.. , ..•... ••••~•~w<-,.,,,., "'"'"" ,..,,,.,.., . .,.,_,_,,,,_,.,,,c-••~«,~.-•~•-•..-"w""""""'=""'''"""""'"m""'''""~'-•~,-,.~•,-•~.•.,-··--·~--.. ,,_,_"'" ,.,,,_,.,__,.,s,,, •. .. --~-~..,., ·----·-,~·-·-·---~~ _S19100of Obispo, ~uite_ 100 -·--·----....... ,, •• _,, ___ -···· ·--~---"·------·-·-··· -.. -----·-···-ADDRESS: AP?ROYF.D 1-1:::,{, San Juan Capistrano, CA ~267$ Gr-t:l.\..6t\--ilr£>10 •-~-•--••h-m _ _,,.,,_ ··--·~-·--------•-•W•~~..,~-•Tin<n~------.,v=--• --- TELfPRONE: C6nt1d .leif tales (949) 545-0552 ----~--•rn• ,...«n-•••~•~~••• _, _ _.,,, ___ ------~·--·-··-··~ PLANN'NG OATt. i)RWf,J 6Y: PROJCCT NO. DHAW'NG NO. DATE IMilAL n,rE INlfiAl. 0,'1E !NHIAL. DATE PLAN PREPARED: ----~,,.,. ·-·~·~---~,-~-REVISIC>N DESCRiPTiON ''""''"---~--"'~ ·--~·"~···~-· •--=,-==~v-m h.=v-"-= C>lCKD BY; PDO$-QB 46S.3L BY, ENC1Nt£R or WORK ONER APPHOVAL -CITY APPROVAL '"°'"~' .. , .. ,. _,_,_,. __ ,_, '"''""" '"""-'W<,~ .,,..,., ... -.~ .... ···-. ' I' I' ,, 1! i ii ' I I ,· i: ' ! I ,. (¼\ () 'b fl ~ ~ ( vJ r- SECTION 02810 • IRRIGATION SYSTEM 1. GENEP.Al a Permit, Contractor sMII obtain and pay for all pefil1its required f(l( irrlgatloo Installation b. Manuf acture(s Directions Manufacturets dlrectior,s end detailoo drawings shall be followed in all cases where tl,e m'!flilfeJCture,s of articles rn;ed in this Contract h.rnish dired!ons co,oong points not sh9'1'n m. the Drawir,g.s and Spoo!ica1ions. c. Ordinances.;md Reg,,latior,s 1. Comply wiil-1 all local, municlp.il and statelaws. rules and rf9ulstioos, 2 Conform 1c applici;ble prlll/lslons of ttie latest ed•tions of tile Uniforni Plumbing COde tile N~or,al Elect/Jc Code ar/J all codes properly governir,g Vie materials and WOik at ti¼ prQject sire. d E~planatioo or Drawirgs. 1. Due lo 11le scale of the Drawinj!s, It Is not possible to illdicale ;,Ii offsets fittings, sleeves, etc., which may be reqt1irw. T~e Con!r3Ctor i;t,all C<Jrofuly investigate tl·,.e structural Md flni511ed cocditions affe,;ting all of his work and p!en his ,,orl eccoromgly. lumish'flll suc,h fitlings,elc .. as may be required lo meet soch conditions. O!aw!ngs ~re g~nerally diagramoia!ic and bidi<;,alive of 11le woo lo be insla11ed. The woo shall be iMtalled ,~ such a m~n.ner as 10 avoid conflicts bcl'11een !he irrlgatk,r, system, pt,r,ting underground ulllities, aoo·,e~rcund utllies emJ srchilect.ffal lealuI:es 2 P.11 worl< caled for M lhe Drawings by note,s or rjetails shell be furr<is,~ed and installed whether 01' not sped~ci;lly mcotioned in the Specif1catons 3. The Co11tractor shall oot Y.•l!f~tty ills tan the it!igalion sy!rtem as sl>nwn oo the Drawings when ii 1s oovious In 1/le field .ti1a! ol;struc~ons, grade dilforences. or diS1:repa/icie,s ill ar .. a dimell$ions e>'.isl lhat might not heve been co/\Si<lered m engineering Suc!l ooslr"ctidM o,: differootes shou!d t-e hroo~h! lo th~ attentioo of t~e (Nlnel's AW,orized RepmsentafNe. In Vie event f1is nofification is not petlormed, !Im Cootraclor.shall assume ful! responsibility for My revision f1<l(H.sary. 2. AS B\lil T DHA!MNGS a As•J:.uflt drawings for all projects (oorned and non.bo!lde(l, pubic and pnvale) llf• required tQ be s"bmitted Submittal of as-built. plans shall be le{j!Jired by the Enginller.ng and Planning Ocj)attments Tile final plans shoold be pr~pated by landscape architi!CI from dimensloos pnwi~ed by !lie cQflttador. b. Recordacwrately oo one set ofblacl and 11atiite prints (lrrtga!lon drawings). all changes in work constiu,Ung dep.fl\Jres from the origin,,! contract drawlr,gs Include c!1aoges in both J)feSSure aoo rion preswre ines b. Upon complelioo oreai;h increment of WOik, fiansferaH such in!orma!iOn and !fimensio11s to Ille prinl$. Record t;ha"'l)€s and ,;an1onslcns 111 • le.gi~ie and prof;!.%1Q<,al m;Jnae1. Wl~n th~ drawings are appr011e~ U,e Cooa·actor shall r,e<!oon all final as•built dl'awir.gs c.. Oirnerl'aioo from t:wo J)€rrnanenl points of reference (molliJments s!dewal~s. wrbs, p;;~mnent). Recor~ i1tmnatiQJ1 on as-built drawings day.to-day as !he wor11 Is instajled. P.I dlmensions not~ on the d~wlngs shall be J 14 inch in size d Show dl(llel'Si<:mal locations Md depths of U1e lllllowing 1. Connection t,) exiSting water lines 2. Cooriection to existing electrical power. 3 PQinl of oonnec~0/1. 1ricluding Mckflow SSS$mbly 4. G?lle l'afves ~. Roo1ir.g or sprinkler pressure line:; (dimensioo ma,. 100' along rClv1ing and at each ch,nge of cirection) S ElecMr, conu·oJ valves. 7. Routir.g of cookol wiring S Quick coupling valves 9. Sleeves and wire splice oo,es 10. Otlier relatoo eq,;ipmen t .s cr,rected l>y the Owners Au!hO!izoo R.ep,eseirtative e M,int.iln as-built drawi~:, or, site at all time. · f. F111ar as•buitt pl.ns shall b€ wa~ed to tt,e sali,;!action ol tile Cily, aro the oilginal mylars shall Ire S1)brl1itied to U1e City for the r keeping. g f117af inigalon es·bullt piens w!II be required tote reviewed and app,oved by ttie City and rmal mylar, wil be rnq;Jlre4 to be approved and £ignod by tr,e CJfy prtor to PlaMing Departmen signing the P€1J1litcard 3 CONTROLLER CflNHS a. 11.•bµI~ drawings shall bf Pfavliled by lhe Contractor p,i01' to tile pr~~&ati(l!1 of the Conlr01ler Cr,arts As-buills shall be dra·•·~ en 3 mfl sepia myl~r or same si2e as Cl)flS!rud,on docun.en(s. b. The GOJilractor shall provide lwo 11 x 17 COior CQi1trOller cl¾lrts for each eont,Ollet supplied. showing the area covered bylt,e a~tornati<; cootroller. c. The chart shall be ~ reprodudiOf. of I/le as·built system dral'!ing r tt,e co,it/llll& seque,,ce iS not lel)ibl~ _,,Mn the drawirig is reduced, er1large tt toa Size that w!JI be rea~llle when reduced d. Charts shan be a photocopy p~nt or c,irnputer plot wnh $ different transparent color used.to show area cf ctver39e foc each station e Whim completed and approverJ tie®el,celly seal u,e char! ootween two pieces of plastic. each piece be,11, a roinimw of 10 mils !hlcic 4. OPERATiON AND MANIJAlS a P1epare ell req~lred il!1d ne(esSilf;' desaipti,-e material 111 complete detail and sufficient quantity. prnperly prepared in two indiloo\lally oourxl copies Oescrll>e the 1naterial n1stall,d I~ sul!icie11t de!al IQ permit qualified malntp.n&11<:e per,onnel to ~nderstam:I. operole and maintain. Hie equipment Eal)li mJnu.JI sMal! lnclu~e the !Ollowlng · lnoo, sheet st.lti'19 oontrei;to(s !lddre,;s 11<1d telephon.e numller. Qw'alion ol guarantee .!)e!iad 1'111h guarantee forms. 5 SPARE PARTS AND EQUIPMENT a Prepare and ~,er to th€ Olllr.e(s AulhOr',;rnl! repr!l$entatl>ro. p(ror to the start of msintenance. an required S!)llfll parts, toc,ls &11<1 equipment. Spate parts, IOCls. and equipm<li1t siian ir.;;l~ the fofll)i,1ing perwate< ri>eter: 1. Oper1!tior. er.d maintenonoo ma111Jals 2. Cclor-eoooo ooo!rQller char1$ laminatoo belween 2 pee es of 1 O mll .~lastic , Provide two coor,. fllf each controller. 3. ·As-built" record drawing myWs of Irri(;afion P,illiS 4. Completed Irrigation Guaranti!il State@nt 6. QUALIFICATION OF IRRIGATION PERSONNEL A Cpnt<acior ahd i:m site 1,eld superiniendent siw11 have ti1e lollo11+r,9 mnimlJl)I qual.ifications: 1. Not less tt1M fise year, oontlnuru$ ex~ier.ie iri lnstallalion of commercl~! irrigation syst;,ms 2. Upon. Owners req,iest, supply a HSI of refe1e11ces tisti11\) W<:Cessfully c,irnpleted oommereiill ;mgatior, systems 7. -GU.\RANTEE a Submit written~. uarantAfe, In appr()lled form, th)t all ,,ort. sMwifl!I defects in mater.als « worlcmAMhip will be repaired or replaced et no cost to the Builder or ~veloper cootracted 1<i'th lile Landscape Contn,cto, for:apericd of one(1) year tom .~ate. of acc;iplance by the lrrtga!ioo Consultant b. The Qll<'lrantee fonrr shall be wrltten or.to the Contracfo~s letterneact aM tontain lhe following informatior,. (Shown as an examj)le only\ Guarantee for I~ ation ~em We hereby g,;ar.ntee th.at !tic irrigation system we have fumished anq installed is free from defects in materials end workmanship, and the work has boon cc,mple!ed kl acc0<danoo with the drawings and specffiC1Jtloos. ordinary 11,uar and tear ar.d unusual abuse, or neglect expected We agree lo repair o, replace any defects m material or wortlmanship Which may 4ev<ilop rjuri11g ll)e P!)r!od of 0<1e (1) yeilf fron1 date of acceptance and ;,l,o lo rep;,ir or replace MY damage resultlng ~om rt,e repaiMng or replaCifl\l of S<Jch defects at no additional rost to t1e Owier. We st,all mal<e sl)l'..h repairs or replacemeots within a rea--h1able ~me. a~ determined by the Owner, af1er receipt of wri.lten notice lo tj1e event of our lalkiie to male sucli repeirs 9' repla0€menls witbl, a reasonable .time after recapl of sudi >vrill.ec Mtict from the Olm er, we a1ihooze them lo proo,ied to hil'le said repairs or replacements made at cur expense arnl 11ae wm pay for ti'.c costs and Chatges thereforn 11p-0c dMlMd. Projecl Name ............................ . Landscape Afchltect.~--------- Tract Numbel(s) ........ ". ___ Lo! Nvm001(sL_ .. ___ _ Signed .................................. . T eleplione· __ _ Dale of Signature PRODUCTS 1. GENERAL PPING a. Contraclor shall be aware or soorces of wat;;r for each water meter as they may 'i'ilf'l v1itnin tt1e same r•roJed. llffMirag sources of11ast!lf may be treated w1h colciroo piping system. b Dome.t:C waw pipe (Pressurzoo mainline a~d ieterals) shallJe extr;ded ~r an impn;r,,id P. V. C. virgin pipe compound fealulin<J ~,gh impact s~ength. C-Onfirm lo ASTM D 178,l or 0 .. 2241 tom eel llie requirements of ooli dassific,ition 124548 tor pipe. comj)ound $hall hiW~ a 2,000 P. s I hydrostatic dtlSign slrtlSS ratms f',pe shaTI be wfrite in color. c Recycled wale, plpe (Pressurized mainline Md lateral,) stt.II be. ex~ude~ of en imp,ro11ed P V. C wgin pipe Clllnp®nd featafmg tiiQh rmiiact srrength Co~fim1 toASTM D• 1784 or 0•2241 to Ji-.eet t!ie requirl!ffl&nts of cell ciassmca1ior, 124548 fu< p,pe. C-Ornµcund sf,all have a 2,000 P. s. l hyurosllltic des,gn stress ratir.g RecyCled v.ater plJ)e$11.~II~~ colorcodecpurp1e with !he word:s"C',UTION • RECYCLEP (or REClA!MED)W,O,TER"t)rfn!ed ITT blacl< tellers on two si1es of ~1e pipe Type. Pl!)e. P<ldfl{C l'las~-,;, ·Ol epproved e<iijal e Pipe materials shall be used as toriows 1. Mainlines (pressur'zM)1·1/2 inch and sm,Jlle,:, Sehooule 40 scl~11t•wllld PVC. u~le$S o!hertii.e mMd 2. l.f.ainlfnes (pressunzoo) 2 mch 11)10.:gn 3 inci1 !klWns!,JlM\ of b<li:kflow unit Class 315 solvenl•Weld PVC. uniess <lfbeiwise ooted S tal~ ines: &;he<M!i40 PVC $IJ!ve,1-weld PVC %' and above ij/ile,s ofhel'lli$e not¢d 2 PLASTIC Pl1'€ FITTING$ a Solve1JI l'leld pipe. ei:bu(led of a~ imP'◊llfd PVC. ~,r91n pip!) compound featur.ng high Impact strength. Confirm to ASTM D· 1784 or 0.224 ! to meet the rnqurooienro of~ classlfl{;stion 12454,Jfor pipe. Comj)Ound sh~II have a tOOO P.SI f,y1ro$la)ic design stress ra!if1g b. All pipe and fitt,ng~ shall beM tr,e following markings:MllntJl.;cMe1's ruJme, noo-,nal pipe size. schedule o, cl~ts pressure raLing P.SL NSF, and date.Ii! extrusion. c M~l<e Sl)lv,nt C$1ienl]oinls iO! pta,f,c pip,e and fittings as prescll!)ed O'/ the mai\<Jfacture, Md ~II be lnw.;rolitile d All PVC. fiW,1gs shall be StMdu1$ 40 PVC. an~ !lt1all .be Injection molded of an approved PVC frl!jr,g wnJ»)M leaturing high lensile s11oo~t!l, high chemical resistance, and. lliilh impact streng!ll fltlings shall conronr. toAS1M D· 1764.. and rneet !he req,lirements of caff class,!i<:afion 124548 \Vheie threads a~ iequired in ptas6c fittings. ffiese shallbe injectl011 mol~ed also. Tfpe: Spil,lrs or approve~ t\<lUal. e An tlvea'<:led nipples sllall be &t~<lard w~gnt S<;hedule 80, WfJi rnOld,/d lri!eild~ I. Nipples oo pressurized mainline s~all be Sch. 80 Thread Ooo End (T.O E ) w.i!!l Hle tllreaooc s!oo aP.arJied ro 1he FIPT devio, aM the SUP end allached lo the pressure mainfioo With a SllP coupliog g Us• 314 incli sfZe T ¢Jori tape 0,1 sll thfeaded ends · 3 . SHUT Off BALL VAL VE$ • Shu! off wll valves shall be oi Ille t,r,1n{ size Brid type incttta(cd oo the irrigation plaras .. ~. ~l,CKFLOW PREVENTION.UNITS a Back~ow pnwenton unn shall be of the br.hd. s;z,s aM twe indicaled on the lmga!i<ln plaris. b B;Jckfiow preve,won onits shallle approve(! by lhe Founp®on !or Cross Coon;icUon Control and Hydraulic Resea(ch at the Ur.ivc!fsity ol Soutlwm Cajifomia · · c B,c~flow prevention units sha,~ oo ll)e redu,:oo pre:ss~ure principle (RPP) lyp,l d. 8'lC!<flow assem!)lies shall be ins!aHed usir.g brJss ells., unions aM nipples e. 83ddlow assemt>lies shall lncf\Jde a 4,J rnesll bronw W'JO s~ aine< upstream of U1e ~nit. 5. QUICK COUPLING VALVES a Quick cooplervil1'reS shall Le or Hie brand. size and type irldicated on the iniga!ior. plar,s. b Q,;[ck couple,: valv~ shaff bave a bi>df t:on$!rvc½l <if red ~r$Ss v~th a wtill thickness guar;,n!ood t,:, .wifrl!l~nd normal wort<ir,g piessure of1W P.S I. ,.,,;u,ou1 leaki!9e, 11aiti1 !e~elnreaoo opening at b~se c Ouick coupler vajve shalt have a hinge cover c◊r.stn;ctei:! of ,eo brw.,s with a leatheFNke 1/inyl covet oon<led to it. in a permanent type of et,ve, d. Ouiek rouplers used wllh future rec1cled water Slilali havt' vinyr CQV-0r in purple colOI and sMII u!!ize an ~C~!E threaded key e. Quick COl.lpler valve shall be Ojlerated only with qtliel; couple< ke·;, \lesigni!<lfoc that p,J!J)ose Ovlcl< COllPler j.ey iS inserte<J into the vatve ar,d a positive werte< •Ugh! oorlllec1ion sti;1fl be ma(li) ootween C()l.'jller key and valee 6. REMOTE CONTROL VALVES a. Remote cor,~-0I valves shall be of 61e br,n~, size and. tyte indicated on ff1e Irrigation plans. b. The remote contiol va'.ve shall be nom,ally closed 24 VA: solenoid a,;t~ated globe palterrt, spring foailed diaphragm -. c The lli!lve shall be preswre rated up to 200 P.Sl d. Tr.e valve shall have a 600 poonrl t.,,,;llabric rein!orceo n1bb~ (llaphragm asiJ.embly ~,~h self·Cleaning stainless s!eel screen e Tile body and bonnet shall be plastic and the valve shal! have a stainless steel coni'ol J s!iut--Oli stem and. m~nua cpe<ator. . . . . . . . . . . .. . . I The valv,; sha!o pr<J>,i/<o for all illrernai parts t,:, be removable from the l<ifi wtihoui disturbing t'rte valv~ lnstallatjoo. 9. 111$1.lli valves in pl.ii~ng areas and ~r.coroin~ lo tt1e corlStNC!ion ~etans O~ty or,~ valve ~r bo;, will t>a al.lowed IL Mgn va<ve bo1es at r~ht an!Jle,; lo adJacent hanlscape "1lell€\/er possible. Where several val'/\? bo•es ar~ toca,lld in the same area. arrange lt,em in a un ifonn and 11/derly fashi<)rl 7. WlRE SPLICES e. Corlduclllfs ihall be irlstatled wilh no un<lergrol/'11 splice,;, unless et,wlutely necesSW')' and unavoidable. Al\y and el! · undefiJroond S!)Hces Iha! are reqlired to be made must be approved by toe lirlgaliori Cmsul!a,1!, and shall tie pla~d in a S<Jital)!il type valve box tor easy ao::e'SS · b. Afl wire splice bOxes shail be noted on fie inigatioo as-built drawings. 8. LOW VOLTAGE CONTROL WIRING a Connacfions be!W~nl!le controlrer and remote coouol vi Ives sh al.I be m.~de 11ai\J1 direct butjaJ !JF t)'J)O wire llls!alled in accclclarie;e With valve mamlacture(,i I) ire chart arid S/1€',~icatioos b. Wire sh~U be soft dra\\i11 .bal'e coppar meeting th~ requiremei1l:s of ASTM sreclfica~on B-~ orB-ll 10'C <£0"C. c \Mre shield sliiltl oo Polyvinyl ct.loridc., M'C ratw COO!om,ihg Ill UL &'tencta,QS 4Sl aod 83 . . d. Shield sk,Ji! t.i s\lfface marl<ed wiU1 Paiyc·E.lectrlc, voltage ra!ing·. size and type, and UL file number e. Afl.cables !illall be testeq physltally Mlf e!octncalty in accorda,;ce villi> ULSt~ndard 493, and t3 (par::,grahs 2a 1, 29 1 ar\d 29 .2) All reels aM canoos shall t,ear UL labels I. Wiring shall be iris ta I led adjacent to the mai!l!ine w~eneve, possible and shall r.ever be ill staled ,b-Ove or ~el0¥1 the plpe, g Where more lt1an one wire is pla.:ed in a treoch, tile 11airing s!lJII be tilpe~ togeltier using biacl< electrit,al t,pe .m inter,als QI 10 !<,el Type: Paige 7001·D h, All spUces shall be made u'ling sealed wat€rproo! conne,;tors I An exparislon wrl shall be prO'ilded at all diiecUooal changes Expansion cu~s. sha!I be sufficient len,th at each splioo co11necfor1 at each elecll1c cclll1ill ~awe, so that in Clise of repa'rr, the valve bonnet may be brought ta lhe suifaoo wttr,oot 01sconnecting th€ control wire-; J. Conlr.ol 11,ires s~ll be laid looooly in .the trtr\cil wltl10lll stress or stretching of cootrci 11a~e ccnductors A two (2) fool expMsloo loop sllatl w located eveiy i 00 feel on C0<1 inuous w!re runs. k. Sizkig o! lie lead wire shall be in accordance ~1th irrigation d(av.ings Md man~acturets rec0flmi€nda6ons, in no case &hail ti1e lhicl<ne.:;~ of~· wire l>e le:is then 1114 AWG I ,'\!I leads wires lo be i/14 AWG m. An ccmmort wire5hall be #12 AWG n. Use coofimrous ""1re between r:or,trnller and remote cortrol vat>1es. Underno ciccu,rnstances shall splices e,ist wtlboot prior approval. Anyspfices ~OYied s"'1!1 be illslaileo in a labeled poll to,. o. AH control wires shall be Ullifom, ITT coior. Wher, mo,'-0 \h3n Ofle conu·oller is ins1al!od irse a differM! color wire fo, eaci1 eo<1troller. p. Aft common wir,r.; ;,nd {)rlfy wnimon wires shall be wh~e in color 'Mlen more !Mn one controller is lnstal!ed use wMe co!ored wire witt, /I o.fferer,t cclo, stnpe ror each contro!ler Greer, co!ot shall not be usoo except for~ round wire Cclor of the stripe ll'l311 mati:h tt,e color of the @trol wire .. 9. VAl\lEBOKES a Valve boxes shall be used as duratle, rl!Ji.d encl0$!Jre.s for valves or other irrigal;on system oomponent1 requirin~ $lJbS~rtaoo pro~Gtion for in$1.tilfatio,1 or m~ii1,er1an,;e b Tu; valve box shaff be made or st'\Jc~1ra! foa,n HDPE resin 1!1at Is resis\llnt IQ UV light weaij1e1, JMiSlure. and them.ical aCl\on ol soils. c. The st~n<lar~ redanguia, bod;shall nave Mock-oot,, mo!:!ed into the s,des that can be rooctttyrep1oved. Tll<l knock·oots shall rerl)ain an inle9r,il pa,1 of .Hie body ~nless rernoved lo rur, pipes o, wires. !Ji rough llw valve box, d The iockin!) boll,. wa,11e,·, a!ld clip snail be roMe ol stainless stool. e. varve box t1J)es and Sl,es shall be fumiS~od aM 111$lalled piii lhe irrigiltion legellds and details f. 1 t>e colO! of tl1.e Valve boxes a'ld cover, stJBil be es ir,diceted i.n the i1rigation te9end g. ldellification lettets or nomt,e'rs s11ail be 2 inch high and heat brander.I or,ro !he box w;e:. lde.i~ficafior1 shaff ll$ as indicated oo the (!$ii dra~ings h. Heat branqi119 sha! oo acc\)fllpaslwd ~sing bsancting irMs specificaHy desig~oo for this purpose. Heat bi~r,ding shaR. not w~allen -01 tr any way pullcture fr1e villve tJ.o~ cover. 10 Sf'RIMKLER HEP.PS a Fun clrcie, rart circle preswre regulMng spray heads an1 built-In c.hec, ~alve sprmkler Matis: 1 The sprl,,kler body, slilm Mule and scieeo shan be coos~ucled of h€$v)' duty plasuc. i. TM $e~iing device shall create ~o rild'e ll)at ooe {lj P$1 i,,e;;sor~ C:ccp at nUl,iinvmr,itM pre$!iure a11<:1 ff.ow. a. The spr:o,11,r $ha1! hM€ a strong s1l!il1Jll'".s stee1 retract spnnQ for pOOllive pop• dow~ .. Pop•11P neighi s~an be as Indicated oo the irrigation drawlngs a'ld no less ma1 6 [ache,;. · 4. The sponl\!er shall have a $Cree~ unct~r the nwle to pr-01e<:t ~ from ~l<J!l~ing and for easy r,;,nwal for cleaning and flrnlhi~g system, t The spr.nlsle shall be ~quipp;)(f wiO, a built ~1 pressure regu1atirl9 4e'i1ce capab!1 <,/ regol;!ling an inlet pr.;;istJl'e of 35 • 70 PSI to W PSI for proper operatiOA-Of lhe spray hea,j The pressure f,)(lulat"'1g dll'liOO shall te C-Olli$tr\Jcted of stalllless si¢el spl1ngs and heavy (JUiy plas!lc parts. fr Pop.up sprir~lets snan bll eQuipped Wl,tha toltt. ill an5•drain vari1e capoofe of t,llldirtjj water witr,.:n the sprinkler nead f1Pm 41 t; 8 feet of elevation change. The cl\e¢k w.itve equipped pop-~P sprinkle,' $hall b~ kl$ntlfied on the cap as b<ling so equipped. 7. TM sprl~klei shalt Mve a malcl1ed p1eciptBtior1 ,at;; (MPRJ p!as1ic nOUle 1laith an ild]u1>6fl!I ,;crew capable of reglJlaDrig !he raillus and ffow. ~ M?R. nozzles • The plc)Stic nozzle~ $1lall h;r1e ma:C.hed ~reciplbli'Oil rates across .ets (8 feet, 10 feet, 12 feet, 15 lee!). TM Sj)(a)' notzles shall ha'i£ lemal<! thrw corleg,ttali® for IJSe llll lM 1800 series sprl!\kler aM tt,e PA;SS µlasficshrub aqap\,ic T1·pe Pop-urr Rain fllrd 1eoo.SAM-PRS NPsllfies 1l. SUB-SURFACE DR IP IRHIGA TIDN SYSTEM a Drlf) tuNr,g st.JII be of nominal Slwo ooe,!iaff i1ich low doosi~f. ul1r~•vlo!et•resistant linear f)Olyett1ylt!11e !Jlbln9 v,ill) i,1\ernal pressure-eompensating sen cleaning. integral dril}pern with c~e,;~ valve feature at 8 sp,,;iliod irilery?.L The low volume rubing wan bB <>1pa!Jle of e dis,;r.arge rote of O oD gallons par hour (GPH) betwos<i opiarating pressilfes of7 to 70 psi !or each individual dripper Dripper tut:,119 sha.~ be manufaclJ.Jred by Neraf!m b .. Th!; individual ~f•cleaning pressure-compemaijng. chec! valve type d1·lppe,s sha1 be welded Ill the lf1S1'1~ of the: lubinfw:;11. c Dripf)<)f specin~ shall be 12 · on center d All insert baned fittinl)S s"'1I llE ,onstn;t;lfld of molded, ultra•vio!!l!•resist.ar,I, brown (llloroo plwtic having a r,qmiiill mskle dim~ioo (ID) or o 57" (17 mm} EsctJ fitting sliall ha~9 a m,n,rnum of two ridges or bams pet oo,Jet Ail fittings Sl1all be Netlfim and shall be available in ooe of the fol!owinQ en,) configij"'tion: J .. bar!Jed Insert fittings 2 mll!e pipe thread.s (MPT) with M!Wd insert frttings or feliia1e pipe tiw,ads {F PT) with l);lrlle,J rnsert f;~ings. • n,~ ctreck valve feature oi !he intine lubing $hall ~e tapable of noldint ~· of w"l."' iluelo ele·1a'\ion chan(!tl In u,e tut;ing la:;oot. Tu~lr,g exceeding 5' in e!eva~Qn change wm require a separate header su~p~ line Willi an lndeperiden! lnf,ru; cheek vaf1e ro ens"'e drainage of 61e ,;ysj,ir, does nol oq;J,Jr afW valve ope,afion ls co,nplerep r Nrn\Cpr~t supply Ml exti:.,$t heMer, shall be rig,~, ,m: plastiei,M polyvin)l1 qilorloo PVC 12,'0.(T ype I, Grad~ 2), scll€WJle 40 v.ith scl1edule 40 PVC. g T ubrng damps shal!M cons~uct.ed to 304 stainle;;s steel and shall be ooe •~r fyJ:ie. n,s •ear" st$11 be cepable of Ming pinc11ea with a pinching 1001 to secure u,c tubing arounq ttie insert l>llfl)ed raung • 1r1e<101 clamp w!J1I shall J)<; smooth lo pr;r;ent crimpir,g or pi~chiflll of ltll:iir<;i W:,!l lhii;lmess of clamp& s~ali be .0236" (0.6 mm) wllh an l)llerall ~aM width of 1/f {7 mn\) 12. MISCELLANEOUS EOUl?MEN1 a Thrust 8focits: T.srust bfoc,ing shall be used on al! gasMtoo type mainli~. Thrust blocks s~~I! be minimun1 1 cubic root of 470.C.2000 type 5 ooocrate. AH f'VC pip!) fittings shall be 1111<appoo wltl·, blacti fl;JS1ic t.peprfur 1c ,nstal!alio~ of lhrnst biods. b Gravel All gravelusM in valve bo•es shall oo wasne~ crusn.ed gravel of at)!)1'oxJr11ately 3/4 l~h Site. No pea grivef ~nafl be used .. c Swing Joint ~ssemtilil,;;; AR sp,illkJers s!lall be instaUed wiln triple swing joints Assemb~ slJall be. sized pl)i tl1e spcITTklerin!et I'll!!\ a 6 lnrJ1 minimcim Jay terigth. 1/2' swing io!rllil sh.,,11 be made imtt1 marrex str eat ells. 3/f ~M l.;ger swing joints shall be made With Sch. 40 PVC s~eet ell, EXECUTIO!'l 1. INSPECTIOtfSCflEDULE e. Coo tr actor ls rv,.por,sib/e for notifying t!ie lnigatlon Consultanl 4S hour~ ir. advance for on•site rreOOtingi and oboorvii®ns b A:rbullt ,,awings must be submitted to the lrtigil!io,, Consulta<ll f0< at)/iroval prtor lo Stle Inspection .. Ii◊ inspectieri wm commer,ce w!111oot as·tuilt dri,,•ing apprC',i!il. · c. Wher, r.ertorming uie ir1igaiori ct>1erage test, tl1e ton~actr:,r shaff be respon~ible for ta·ilng a t.v()>Way o,,,11n1J1JiC>1lion system or sufficient personnel. i.o tr,at the directions (rom fi·,e iraspection area 10 Use ronh Ollar rJ tile ,,stem can t,e re~dil.y eccompli,l\ed. 2. WATERSUPP'LY a. Utili,e water meter and prwide connectioi,s to baclsfiowprevention vn~ perfue irligaH0!1 drawings and de!ai1s b Coonoctions to the ~istng wafer meter $h:ill be .at tr,e awroximai,, locations .licwn on H1e drawings. Minoi cllanges caused by actual site oooitloos sha! be made w!lhootadditk>Mlrostto Owner. c. Any RP. oo<Jflow prever,tion unit shall be tested by a certifier.I bai;know ptel/Ef1noo technician a~d ,i. oper~tion cedif,e<l 1n \!l!ilfl<J J,an(tscape ContradOI ls to. atrar.ge and pay for ~II testi!ij) and tedif,cati-0<1 fee, 1M OO!i'rial i,~nen certifica~oo of 111e hackflaw prevention unit is to be subrrJilt!d to the 1/r,gatiDra Consultant 3. lAYOUT • Lay oot irrigation heads and make My minor adjus!men!s required dµe to difference. be\weon site llJ1d f~c 4r~wlogs. Any such lleviallons In layout Sl1a! ba l'lithi• ti1e lnt<mt of me original drawings ~M approved by the Jrf',gation Consuiant. b. La,. 01Jt arr 1rtigatior1 equipment using an approved staling !!1$H1<id, and maintain the stalir,~ of 2pprov1ld layoot c. An layouts in il<l'Jiafit,n ol the design intent ilhall be apr,rovec by the lnigal0!1 Corr,ul!Jn! !)fior to equiJ)rooit il1s1ol!lllion. d. 8"fore stanlniJ work on Irrigation system, dBtarmine that work n1afprocoodwtthout tlisrup(,or, pf ar:livili<ls of tiihe, trad;,s. e. The eon~ac\:lr shall carefuITy check grll!les to ensu,e U1aU1>e area iS $ale to bf9in work f CQi1jiactor is ,espimsibie for tal:ing all r~<>nable mvestigative actions ar.d pr:ei;aations vAien working aiound any 1Itility $)'Sleo" Undergrotmd &micil Alert shall tt utiliwd where possible. g Coot,actor Stiall be responsible for verilicaHon of sii,, ccndi1i0ns and minor revl3ions as approve,! by the trrlganoo Consultant to insure 100% irr,gafori co~erage in sli ijfeas DtVEi.OPERS NAM[: BIRTCHER I ANDERSON REALT'l' 4. ASSEMBLIES a. Rl)!Jtir,g ◊f ini!)(!!on lines as ill(!icaied on drawing$ i$ #iagrarnrnalic .Install fines (and various assemblies) to ccnrorm IIJ (le1ails on plans llnie~aver possible, pla.ce al! i!r,gation gate valves'. m!llole coi1lrnf valves, quick OOIJ!llers, P<JII boxes i;tc in llie shru~ planfir,g areas. frr,galioo elemer,is drawn in hardscape areas oo Ille plans are !or graphic dartfy oo!y and lr,~nde4 tr,!>; ploced .In ;hrub plar,Ung areas b D¢ not irlstali multiple ass~rh1;,ries on plastic li1,es Provide eacti ilS.;emt.ly wit~ its own qullet ,; tnst?II an iste,nblies specffie<l lie(ein according to u,e respl)C!ive d~l?il d<a~;;ngs or specif,cauoni. usll)g th.e be;;\ srendard proctlces with prior ap~roval. ll Assemble brass pipe/ nttiajs. and plastic JJJr.e I threaded fittings, using Teflon tap,; applie<l lu !he .ri,ale t11reMs 0111\1 e, lnsiaTT coocrete thrustblocl:lr~ pQI det~il on ell mainii~e ,,tiere c~ange in direi::\iQn occurs rx,rCify o! Carlsoo~ ceqi;lrement 5. LIN~ ClEARANCf e. M lines shall ha~e a minimum clearance of 4 lni:t,es from eact, other aM 24 inct1es from 1100s of .olhe1 trade,. b Oo n<ll lrisrall paral!el Ines diradly over one /111ofi1er. · 6 TRENCHINO a Dig !ranches. and ;upport pipe continu~sly on .lxitlom pf lreoch. Lay pipe to an even gr~. l'il)ll shall be sna¾ed from side lo side to 111l ow f-Or eKpansion and 001traction. Trenching e(ci!vation shall follow l~yo~t indicil\ad enct as oot€d. b fide, to details lor b·end]lng and piP!) ir,stallalion uoder pa,Jing dimensions 7. BAQKFILLIN(l a. Initial back!il! \lf1 all lines shall~e of a fine granular material, nollarger than 1/2 Inch diameter. b. Compact Mcl<fill to dry oer.slty eq,,ar to 95% wnraction, confoiining ta. adjacenlgradeswlthour dip$, sunkeo areas, ll<imps. 01 otter irrejjulanties. c. In apprqpria!e type; QI sqil, tiJ/l lrrlga~on Coo;;,i!lanl ma) authorize the use of Ioodifl(J illlie~ of tamping d. Under n<• circumstances sha!I \/~icle w~ eels be used for compacting sOil e. PrO\/ide sand bacl<lill a mJrurnum of 4 inches over and under all piping under pawl areas, and a minimum of 2 incl.es on afl olher piping f. ~ sernemeot occuis and suw'-4ueot ad1um1~nls in pipe,vaN~, irriQation heads, tcrt or otllei planvngs, & other cor,slructlon are necessBry, !he con1racl01 shall n,ake all required adjustmools v.ithoot cos.t to tile Ovmer, 8. FLUSHING HIE SYSTEM a. After an irriga5oo pipe lines and risers are in place .and connected and prillf 16 installation of irrigation tie:ads, me con!1Q! valvlls shall be opene<t ar.-0 ~ Ml head of w.wr used Ill Hush Otlt ffi1e system. · b, Sp1Jn'kier heads shall be Installed or\ly a!tei ~ustring of lt1e system has been ar,:ompHshed to th~ ~omplete s~tisfacjio~ of tile lrrigat,0/1 Coosultdnt 9. UNDER ~XiSTING ANO/OR PROP9$~D f'A\IEMtITT a Trencf,"1$ locil!oo urnler ar£'as 11aliere paving. iisJ,haltic concrete 01' conc,ete will be instaHedshall be backfilled 1,lt~ · saod and e-0mpac!ed in layers to 95 % compectiOTT, using manual O! mechanic,rt tamping devices Tr~n.:hes f0, piping shall be COrr\,.acled to equ~I U,e oornpacti(lfl Pf IM e~ist11·,g ~djilcen! undisturbed soi1 ~nd shall b~ lelt in ftusfl l'litl7 .the adjoining grade. The irrig"1ion cO/!~actor shall set injllar:e. cap and pressure test afl pipir19 under paving prior to paving work b. Piping under exJstir,g pavement may be iristafied ~Y jacking. l)Qrlng. or hyd,~uftc driving Ho\!.~.ver. no hydraulic d<WifG will te permitted vr,,:ler a1pha!f pai/ing. c. f'm,1lt!<I a minimum oove, of 15 lncr,es between the top of too pipe ar,~ the boltom nor.pressure piping ~aterals) Installed und\lt asr,lialtic cor-crete paving · · lJ:. Steell'Js sha'I be \wo ~m~.s the diameter Of laleral ine, n',ain!ne, ind wire bundle size, aM a minimum of 2 inct size lnstllll separate sleeves !or eacli vse. e. Under public roads. all rnairilines and l~!Hal pipin-0 must lwve • rrinirr.um rovBr of 36 ir,d1es !rem the !Qj) of the pilJ<' to the bottom of i,gsreg~te base or per local code f. Socur. petmission from the lrr',gation Coi;sulrant before wttins o, bfeak!r.g exls!ng pa1'lment A,1 necessary repairs and replacemer,ts $haij be appn:wed by .~ic Irrigation O;in:llIl~;nt aod owner al no ~ddmoral CO'..! lo v,e ◊\lllier. · 10. IRRIGAilON HEADS a. ln;1AII irrigaUon heads es ir.licaled on the ir~atio0 drawir,gs b 6pac1ng of head. ;hall not e,.ooe~ the maximum indipated In no case shall ff1e spr,c,ing exceed tl1e ma,imum recoomiended by the manufacturer. · c ~s along curbs, wa!k.s. pavfr.g, etc , s~all be placed 1,2 lricli ab®t !imsn grade. d. fmal spr;n,~r h<;ad heigh);, Shall I>; al1 indiceied. on t,e irrigatlon detail drawing, All .prink!er heads rnstalfe~ ad/ace,,t lo hardscape fea!ures shall be to<:llted min 4 incties off the e<lge of the hardscape leature fO( turf en-0 6 inches for $hrvb h&'ldS e. /lJ irrigation heads sha!i oo set perpendiculllf to fini:;!1g,aoes ~nle,,s\lthe1w1,e in<Jiclltect Qf1 Jhe plans. 11 ADJIJSTING TH~ $YSTEM a. ih\, cootrattcr ,haH nush ;,,1il adjv;t all ~figa~!l<l he~ds ~n~ valves fu, optimum perfo<n'lnce .aod to eliminate o~r sprayon!o wall<s toadweys, b~ildings; walls aoct olher itrucruies. t If it ls dete1minect .that ;;djuslff1€ntS in tM lrrigaliM equipme~t -01 noule Gha~es will prc11llle proper anrl more adequate coverage, m~~e all such ,hanges or make arran,gemen',;; Y!ilh the maouf;icturer and Irrigation Coo,u~ar,!to tlall'J adjustrnents made, prior to any ~lanNng 12. COVERAGE TEST a Wr,oo !he irriiJa!ioa system i, coopleled, per!qrm a coverage lief! in the presence of 01e Irrigation ConsJlaat to , determine if the water co~rage re, turf. planeng Md $10jle areas Is conipfete and aq.equ~te v Coverage must b\! 100 % hea~.tO:head and accepted by ti1e lnigation Consu~.ant frirnisr, all mateii'als and perform all work required to corti/ct any lnadequi,IC.fe, or co11e,age dire to de\liations from the plans or w~ere Uie system has been Willfully irrstined as irldicated in f~ dra1"1ngs where it is ot,~oos!y inadequate or IMppropriat~ wltt,oot brir,glng tt,is to the att,on!JOn o! the lm!)a66n Coosullarit lhis test shall be accompfishC<I before a~y plai1t material is planted (exciudilljj t,·ees) 13 TESTS a. All piping uniljl! ))ailed area, shall be testeo tl!1c!ei· a hydrosla~c pressure of 150 PSI. !111~ av.,r<W~\! watertight prior t,:, the pilVillil opor~bor. Mai<B tiy~ros~ti~ "csts only In the preseoce of the lrf19aii-0<1 Consultant and Water D,s1Jict lllspector. N·~ pipe ~hall be bacilfi!led until It ~as beon inspected. tesled, and approved in writing P.liow 48 hours lead time w pressU/e testing fru;t)!Ji:tiw,. t>. rurM;t, nooessary W<:e pump ar,,:1 all Olhei' test equlpll1<)nt c. Test all pressure maie\llnes under e hydroslatlc J)r?ssur. of 150 PSI for a per!Qrj of fou/hours ~. ATI testing ~~.,311 be approved pri(l( ro the installillioi1 of remote confrol lfa1ves. quid<. cooplers, or other vatve as,;emblies l4. MAINTENN-lCE a. Th<:. er.Ure irrigilliQn s1stem sh~» t,1 under fJII avtomauc operatiO• for a period of s,i1eri ~ar, prior 10 eny plaovng or hyctroseedi~g (eici<Jding 1reesi 15. COMf>LETION CLEANING: a. Upoo completion of 111e wort mate ground su~ace,Jevel .. remove excess maMrtals rubbish, deb,is. ek:., and remov€ oonstructk,n ar:i:;1 lnstallafion erJHipmer,t frD:fh tr.~ premises END OF SECTION \VA1 E~ CONCFRN, Lru La!1,1;.,_'rft••' l,·1;~1/',-.~1 e,:,a,,<!!lr1<'1j; ~oj),\·•~ ~-Mf~I< !1,,.-.,;_~,;rrf), )'.,.-..-.;. fi,,}[J, _, ll,,v,,:1," $~N'!h.\.i.'Xc'al1WJ,, c,A_ -..,,<,,lG i~;i:UJi·~-i--1~1 ~-J.'l·-M'-~ i<.Q . IRRIGATION SPECIFICATIONS CITY OF CARLSBAD -~-----------____ ,_,,,._,,,_J ___ _ 9 ·------~ ---•l•---1--_.;1 ·~·-··· -·~ PLANNLNG -OF;F1ARTM~NT 12 ' --- .. _.... ,.., ... ..;. .,.. ..... , ............ , .. ..L ...... +-----t.-----------...1..-----r f-----il __ -..c.1 PR,VATE \ONSiTE} RECYCLED ... ,.J __ _ • ' 1~N . • ,O,,, U·'o•~ WATER SYSTEM FOR· l Lakeshore Gardens, "$ignag,, Co,ner" ......... -...... ----------+---1---11---+----l IV!anag:ed By· Sirf¢1,er'A11d~rson R~alty ········· ... ···· .. 1 . l i ! ' I I , I : I ! ' I I ' I ' I' ·•1• • I ..__ f-J Planting Layou o· 5' 10' 20' Scale: 1 "= 10'-0" GROUND COVER SCHEDULE SYMBOL DESCRIPTION t ;; · ... :·:,· ,.-:j Sodded Hybrid Tall Fescue . . .. . . . 3" thick covering of Shredded 6ark Mulch shall be Installed in all non-turf NOTE: landscape areas, and in ail fallow and nat (3:1 or less) areas, Slopes to receive 3" thick covering of mulch Where specified on plan. MULTI Note: Vines shown outside of planted erea for graphic clarity. Plant vines on street slde of wall with trees and shrubs. NOTES 6id Alternate -Hydroseed (12 lbs/1000 s,q. ft.) Contractor to send sample to Landscape Architect AVAIL. ---- R&S Contractor. Note: All shrubs to l;e planted at designated spacing as shown In legend. R&S-s R &SSo'ffsProducts -24002 Via fabrieonte, Ste. #225, Mission Viejo, CA 92691 -Contact: Steve Carneal (949) 830-8884 Wj.JCOJ.S NOTE1. WUCOLS, Water Use Classification of Landscape Species, ls a University of Galifornia Cooperative Extension publication and is a guide to the water needs of the landscape plants. ' TREE SCHEDULE ABBR. BOTANICAL NAME COMMON NAME SIZE DESCRIPTION WUCOLS ME Metroslderos excelsus New Zealand Christmas Tree 36" Box Low Branching M NURSERY CONTACT INFO; P.C.N. -Pacific Coast Nursery -Contact Steve Adams@ (951) 689-1777 WUCOLS NOT,E: WUCOLS, Water Use Classifieotion of Landseope Species, is a University of California Cooperetive Extension publication and Is a guide to the water needs of the landscape plants. SHRUB SCHEDULE ABBR. BOTANICAL NAME COMMON NAME SIZE O,C. SPACING WUCOLS CVJ Callistemon viminalis 'Little John' Little John Bottlebn.ish 5 Gal. 3011 o.c. M --- DB Dietes bicolor Fortnight LIiy 5 Gal. 3' o.c. M -- PT P~rthenoclssus tricuspida\a Boston Ivy 5 Gal. 15' o.c. M --· ·----·-····-··-"-•• ,-,,-~---------.... , .. ~-H»"""" ••---»~-·" --·· ~ ., -.. . ·--·-~·· "------------·--- pp Pelargonl um peltatum 'Red' Ivy Geranium liners 24" O.C. M ---- PYW Phormlum 'Yellow Wave' Yellow Wave Flax 5 Gal. 30" o.c. M ··---·-··-------·-· ... ·"'·" -. ----·--· PJS Phormium •Jack Spratt' Jack Spratt Flax 1 Gal. As Shown M . -------- PF Photinla fraserl NCN 15 Gal. 36" o.c. M --·---··--··-,.,, --------_____ .,_ ..... --.. ---- RFI Rosa florlbunda 'Iceberg' Iceberg Rose 5 Gal. 36" o.c. M ' Contractor Note, All shrubs to be planted at designated spacing as shown In legend. W!,1COL$ NOTE: WUCOLS, Water Use Classification of Landscape Species, Is a University Qf California Cooperative Extension publication and Is a guide to the water needs of the landscape plants. GENERAL PLANTING NOTES All boxed trees will be selected by the Landscape Architect. contact Landscape Architect for name of Wholesale niJ'rsery. A;iytree Indicated on a plcri_-shoufd be considered diagramrnatrc. An locat jurfsdfctlon standards and specifici3tions should be reviewed prior to pranting. The Contractor shall verify all plant material quality and quantities prior to installation, The __ Co_ntract9r shall Qe res_ponsib1e for the continuoos protectton of all plant materials upon arrival to the site. AH trees, shrubs, vine.$, and groundcovers shall be spotted under the direction of the Landscape Architect and 6uiider Representative. The placement (spotting) of all plant material ls to be reviewed In the field with the LaMscape Architect prior to planting. Any tree or shrub that Is planted without prior review may be subject to transplant if it IS deemed to be In the wrong position. The Land-scap,e Contractor is responslb{e for th~ correct height of p!ant materiaf above grade. Adjustments to tree locations are to be made ~ there Is a con/Ii.ct with subsurface drain fines or storm drains. AH specimen trees are to be fine pruned after planting. Thirty (30) days after lnstallatron, all landscape areas shall be fertilized with a coh1h1ercra1 grade fertilizer of 16-6-S or approved equal, applied at the rate of 6 lbs. per 1000 sq. ft. Fert1ti:zer appncatlon shatl be, continuous thereafter ~t monthly intervals. During the last 30 days of malntenanc~, the Buflder is responsible for obtaining ·?S builts, controller charts and watering schedules from his Landscape Contractor. Three copies are to be submitted to the master or sub association and Maintenance Contractor. TREE TAG NOTE All trees to be selected, tagged ancl spotted by the Landscape Architect, Contractor to bid Pacific Coast Nursery prices for standardized bidding purposes, (951) 689-1771 Landscape Architect Will ftJrnish a fist of t_r~e locations to the Contractor who Is awarded the brd. Refer to general notes on the title sheet for further tnforn1atior1. \ \ ' I \ \ \ ' ' ,-~-~- ' ' -~-.. ·-r -,\ .. ! __,,,,.___.,! .1 ' £ ;j .,,,. : t.) i J _.,.,. } '~ ii '1,. __ ,,. ..,, __ ,,,_ .,:.,-,..-, ----- Lighting Layout SOIL AMENDMENTS This note is for "BID PURPOSE ONLY". Contractor shall be responsible for Obtarnihg an agrOhomiC soils report and soil amendment tec:6m"r'ilendatlons per agronomist. If surface soil c;:ompa·ctlon has oc_curred, to extent possible, all a,eas to tie landscaped should be cross ripped or otherwise tilled to a depth of 9°12 inches. For turf and groundcov~r_plantrng, the f_ollowing amendments should be unlform!y broadcast .and thoroughly incorporated to a 6" depth by me.ans of rototiller or equal: 6 cv. yds. Nitrogen stabilized organlC a,nendment derlved from redwo·od1 fir or cedar sawdust. 15 lbs. 12-12-12 commercial fertilizer. 10 lbs. SOil SU lfur S_in.ce soil sulfur iS-ini;:lud~d in the pre-plant progrc1m, care should be taken iri ord"er ·to insure-that all amendments are thoroughly Incorporated to the depth specified, The t>ackfill mix for use around the rootbalf of container grown trees and shrubs should be prepared as follows: 6 parts by voluti1e oh-.Slte soil 4 parts by volume Nitrogen stabilized organic amendment 1 lb. 12-12-12 per cu. yd. of mix 2 lbs. Iron Sulfate per cu. yd. of mix The above materials should be thoroughly blended prior to use for backfill purposes. The Iron Sulfate should not contact cement surfaces at any time, or severe staining will occur. QUANTITIES Contractor to note that the quantities on legends and plant call-~outs have been provided for qu·ick reference only. It is recommendecl th.at the contractor not rely on the accuracy of these quant_ftle~-and provide th~ir own plant mat~ria/ counts at the time of preparing bid. Any discrepancy In plant quantities ~nd sizes shoufd be brought to the immediate attention of the L~:mQscape Architect. O' 5' 10' 20' Scale: 1"=10'-0" LIGHT FIXTURE SCHEDULE SYM. DESCRlPTION lTEM NUMBER A, Upllght (shrub areas) SPJ16-20 \Vlth "PERMA POST" -R-120V • SPJ16-00-7 With "PERMA ' I Signage Uplight POST" and SPJ16-02 -------SHROUD -~ ❖ SPJ-811 ·CH-Si-Directional BhDirectional Palm Light Up/Down Llght-MBR,(4) 35 Watt MR-11 Per Strap □ Surface Mount Sconce SPJ-GDG-3EB ~l'.PJJlier List: SPJ • SPJ lighting -Chris Gonsalez (800) 469·3637 ext. 221 ROOT BARRIER NOTE All trees planted within 5"-0" of the hardscape areas (I.E. walls, sidewalks, buildings, strudures, ect,) shall be planted wrth Deep Root '18" Universal Guide -UB 18-2'. Barrier shall be the length of the ultimate canopy of the tree. Root barriers available from: De·$p Root Partners, LP 540 Washington Street San Francisco, CA 94111 (800) 766-8835 UTILITY SCREENING NOTE Contractor to contact Landsq,pe Architect prior to start of Qti/ity re-locQtion ~ork. New location. of utilities is t_o be rev!ew~cl and approved by the Landscape Architect in the field. All utilities are to b<a appropriately screened from view with p•ant material per the landscape plans. Landscape Architect to make changes to the shrub plans as needed per utility locat.ions in the field. NOTE l \ \ \ Limit-of-work has been revised to keep all proposed work out of the City R.O.W. I , \ t-1~"\ \ \~.,. ,,., 1, ~,,..,,,,,':;:.\' \ ./'. -, \ A:.. ------, "\ ' ,,p"-'"•'·»., \ r I \ -,. .,.r,. \ f.-,,o•,=-d: PLANTING LAYOUT & LIGHTING LAYOUT APPROVED FOR IRRIGATION AND PLANTING LAND CONCERN LANDSCAPE ARCHITECTURE 1750East Deere A,,~ue. s,nu An,. CA 92705 949.250.4822.F 949.7:12.2469 ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" Tl'fLE DATE REVIEWED BY: INSPECTOR DATE SHEET 10 CITY OF CARLSBAD PLANNING DEPARTM~NT SHEETS 12 PRIVATE (ONSITE) RECYCLED 1---+---i--------------+---+---t---t---1 WATER SYSTEM FOR: DEVELOPERS NAME: BIRTCHER/ ANDERSON REALTY ADDRESS; 31910 Del Obispo_ ,Suite, 100 San Juan Capis!rano, CA 92675 TELEPHONE:: Contact Jeff Eaies (949) 545-0552 DATE PLAN PREPARED: _1_11_12_12_0_09_· ______ _ BY: Land Concem DA TE INlllAL DA 7'E INITIAL ENGINE;E:R OF WORK REVISION DESCRIPTION OTHER APPROWl DATE INITI.AL Lakeshore Gardens, "Sign Comer' Managed By: Birtcher/Anderson Realty APPROVED )i...'.' PLANNlNG ORVIN BY: P, Stevens PROJECT NO. CITY APPROVAL CHCKD SY: C. Hills\eact PD09-08 \\ ,€,-\o DATE DRAWING NO. 466-3L SHEET 1.fuF 12sH~ETS CONCRETE 1, SCOPE FurrHsh l;;}(ld install t:rll Ctlrlcrete work comple~e as indicated on the dri:t'wlngs ~nd s~crfied i11duding: A. Ftirnistn:ind set c:'111 r~inforeing steer, bolts, aM anchOrs B. Install all items required by other trad<;!S which ~r~ t◊ be ca.'>t Into concrete. c, Concrete mow stdps, footings for: walls, f~n,:fr1Q, benches1 et,:., where eppficable, 2,GEl<ERAL All requirements: of sub$ec.tion 3.3..1, standard specifications ror Publlc Works Con!itruction, shc1lf apply ecxcept ?$ specified herein, 3. MATERIALS A. tortland cement sh.al\ conform to ASTM-ClSO, Type 'N. B, C_onc_rete aQ,gregate shafl conform to AS1M-C33. C. W_ater shall be dear-1, free from strong sciQs, al"i!!li, oil or organic niattcr, D. Add rrihcture for all forined concrete shall bC Sil<A Chemical Carp's fti>lastiment," or appro'lled equal, applied In strict eccordante wfth m_anufa-cturer's directiQns. f. Reinforcement: Reinforcing steel A5TM-A61S and M15M~08A. Wire!-fabric: ASTt+AlBS, f, fOr'm 1. Lumber shaJI be •construction Grade_,° Douglas Fir, 2, Plywood for formlng of concrete whlct1 is exposed shall be plyform. An plywood used for form1r1g st1all be at least 5/8-lnch thick and e·dge seated. G. Ex~Qsion joint filler shart (:Mform with 1'5iM-01151 (prernolded}. ◄,CONCRETE A. Quarlty 1. The contra,ct:or shafl ~ss1.1rne respo-n:;ibiJity for an the dl;'si_g!\ mix: and sh;;ill 9u.ar(!ntec the s_pcctfic-d uttirnilte stren~th as ln<:lica.ted or·specff1,ed h,i:rein. 2. Concrete, to be type Vand the minimum 2$ d,e:y ultimate ttrength shall tie 4,500 p$1, Th!'s is to be verified by the project soil engineer, 3-, Re:My-mixed concrete shal! conform to PSTM-C94. e. Proportions anct Co11siste11cy 1. The prOpOrtioris or aggregate to cern€nt shat! provide a dense ml}Cturn whld1 wlll readil'y work into all comers of the forms a.nd around all reinforcements wltho!.Jt any segregr1tion of the mar.erials, cause excess free water to collect on the surfac_e or c;;iusE;! excess1..,e bleeding of the_forrns. 2. The -recomn1er,ded pracnC:es of the American C-oncrei:E 1,,stitUte sJra1I be-foHowed in all appli<,:able proceCure$. The m·a:<!mum slump shell! not exceed 3 inches for foobni;is, Slabs Ongracte, Md mass concrete;i 5 IClchi;cs for founda-tton walls. C. Control The concrete .qL1al1ty, prcportiof'IS, consistency, etc., is ·subject to t:-ie-ai:i,proval of tl1e .Owrier, and no c;ha:,ges shi,fl be made with-out his prior written approval. 5. FORM WORK A. Forms -for concre:te work shall be either metal or wood. Forms that are warped or that de, Mt h~ve-a srnoott1 :straight uppc_r edge shall not be osed. Forms shall be set with t~e upper edge of Uie board true to line -Md grade and shall be staked rigidly In place with stakes set not more _than four fet.?t (4') apart so as to remain lmmovabfe t_hrqughout t_he constn.1CtiM, All fomts shall be approved by County wlthln a tolerance of one percent (1%). A!! materlals shafl be accurately and separately we'lghed and rnfxrng s:r1all continue until the distribution of materiafs is L1nlFom1 and the mass of concrete is hon1ogene-c:;u·s. e, Two itnd one~half (2~1/2) gallons of water pe-r cubic yard, shall be withheld from the mix ;;tt the plant, and atl or a portion may be added to the mix at the job site as directed by the rrtspector, 1he coticrete shalf be mixed at least S minutes after su-ch water Is .edded and not less th~n 3 minutes of the time shall be immediatef'(" prior to the discharg~ Of the_ batc:h. TOMI mlxlng time a!'ter adding or'lglna! water shall be at least 1S mlnut·es. C. Concrete which Is not placed w!tl1in 90 minutes after t/le introduction of cement and water, and concrete wtirch h_as stood- for 30 minutes after leaving th€ mixer1 sh.all not be used. 6. CONVEYING ANO PLACING /J.. Before pouri11g, all forms shall be thOroughly cleaned ar1d made tight. Thi:! bottom of trenches sM_ll be wet down before Pouring footlngs; ea1th shafl not be muddy ~t the time of pourlng <;:or1crete sMII not be placl';d until rei:nforcen,enn, rovoh hardware, a-nd forms are approved by Owner, lands.cap<: AtChitett, a11d appropriate oove:mmen.t ;;igen<;y. B, Bef,;>re dt~posit1ng new conC!'ete agc1lt1st o!d c.o!'lcrete, all ta1t,3nce shall be te:mo>1ed and the surfaces rougt1ened to expose the embedded aggregate. The suiia-ce-s sh~II then be covered 11Yith cement grout, using the specffied rnix With 1/2 of the course aggregnt,e omitted, 1~1/2 rnches thick. c. conveying ~M placing of cdncroE-te Shafi be done so a_,; to prevent separation of ingredients, Md In no case shafl the-free fall exteed 6 feet. Trernies: shall b,c used as: required. Surfac,c~_ of ~oncrete shall b~ kept reaS-Ortabty revel, wrth a miriimum amourit of concrete being a11o~ed to fio-w aft€r being p!ace_d. Placing $hall be performed as a c.onUn-uous. until each 5€dion ts conipleted. 7. GllOVT A. Grout shall be composed of one part Portland Cement and two parts or (inf' aggregate by volume. M,,.teriats shall be mixed dr-y and water aclded just sufficient to make the mixture-flow under lts own weight, B. For dry tamp cement grout, a minimum of water shall be added to tile ffii}C so that when set sample i.; squeezed hard ifl the hand, surface moisture, but no free water shafl appear 00 the sample. Do not mi_x more than ear, be used in 3-0 minutes. 8. CURING AND PROTECTION A. AH expo$ed surfaces of c;.oncr~te shq!! be prote(ted from damage due to temperature, etem_ent5-, .&nd construction operations. 8. Ci.iring 1. All exposed surfaces of concrete shall be protected from premature drylng, and freshl_y pt.aced concrete shall be protected against wash by rain, Ari concrete shall be kept wet for a p~rtoct Of ten days art?r pl,acing. ln order th~t ClJf\!'lg water may r~ijch both Sl.lrfaces_ Qf wi3!!5, the forms sha1! be loosened and water shall be poured over the tops of the wans and· allowed to run down between the conl':rete i!nd the fotms, 2.. All liquid curlng compounds shall be used fn .:,ccordance with the manufact1.m~r'i rei;:omrnendatlon_s and shall not be used on surfaces receiving concret~ hardener. 9, DEFECTJVE CONCRETE A. Cc:inC:rete whlch is not In accordance With tMse Spcclfkat1011s, out of lirie, $eve! or l)h.rnib~ show·ing: structure Cracks, rOl;:k pockets. and Mneyttmbing shatl be patched with dry pack ctmcr-ete. B. All fins ~:id irreguladti~s sh~II be removed from exp6$ed concrete surfaces while the concrete rs still green.. Where patchlri~ ls required, en loose ar'td t.mlrorm c:oncret~ shatl be removed Prlof to patching. Minor rock potkets and anof horieycom1ng shall be patched w1th dry patk concrete_, 10, CONCRETE FINISHES A. flat surfaces shall be s.creeded to the required teve\s and slopes and then any excess water and laitance removed. Concrete sha!I he _compacted with a grid tamper Bnd then floated to a uue and leve,I surfcce wfthin the tolerance of l/8 Inch ator,g q lO·!'nch straight edge. e,. See plans for concrete finish in landscape areas. 11, fXPANSi:ON. .l01NTS Placemen,t' of ~xpansion jolnts 5:hall be a5 directed and determined by layouts of stabn,Qrk(ng-s rioted ~E:.1 ..... cm dr.aw1ngs. hpansion Joint mater\afs shall be Poly Foam and the joint ts to be caulked to match the pav!nf). 12. PROTEClION Alf finl_shed tbncrete· work shall b€ ba.nic:ade to pedestrra11 t(afffc for t_hi-ee _(3) days. earrtcc!'l'.les shall ~ placed in"imedi.!'lt~Ly arter concrete fln!Shlng. Contractor sha11 furnish, place-, and remove all of his own ba-rriLa_des. Contractor shal! be -respOMS1bl!c: for any dam9gc to new cqnstruction, and replacement or repair of th-e work shall be niade without added cost to Owner. U, PATCl!ING If patching is necessary and perrnlssibfe, a bonding agent sucll as WeJd .. (rete, or equal, eha!I be used. 14. CONCRETE CURBS Construct concrete curbs at locations shown on p!.a;"\s as detall(;'d, tn,1e to line ancl grade, ,;15 approved by the local County or City. Use naturar 9r.ey Portland cement CQntrete, 2,000l)si compressive stf•en9th Locate expanSion joints as detalled or shown, and as directed, et lnr.ervals not to exceed flfteen feet (15'). Finish ~•1th steel trowel_, then brus~ with bristle _brush parallel to foce -or €dge. 15. CLEAN UP Upon cornptet1on of all concrete v-.ork. and b-efore f1J1al acceptance, Ccntractor shall remove al! too!s, surplus. materials, eipparatvs, debn·s, etc., from the Site and the site shatl be left in a dean, neat condition atceptable to Owner. LANDSCAPE; CONSTRUCTION 1. SCOPE OF WOR:K The work-Of this section Include:: all labor, materials, and eq11lpn1ent reciulred to complete work hidicat<;\d on the drawings. The WOfk sha1) be: performed In accordance with the best standards of practice re1at"irtg to the varlous trades and under the contlr'luous superv!slofl or a competeM forE!n1an, capablf1 or interpreting the drawings cind these specmcations. The WDrk includecl in the sectior1 is as follows: Fini~h Grariing for Planting, S:ofl Pr9-p-aratio-r'I, f~iNization1 Pla!iting, lritludin~ l.awri, Malntetlan(e, Inspection anci Certlficatlons, Guarantees, Ctearli_tp$1 Staking, Guying ind Es_palierlng and M1scetlaneous Allowarn:.:es. 2. APPROVALS A. Ali: s~rinJder WDrk ~ha'I be tnspect~.d ilnd approved prior to thi,; s.tart of any work In this sectlori. B. Pf.or to excavation for planting or placing of stake$, locate all 1.1ti1lt!es, elecMc cables, co-hdutts:, sprin~ler li_nes, heads, ,Valve$ arid valv'e coritrol wires, and atl utility lfnei SO th~t p"roper precaution~ m.,y be ,taken not to daT11-0ge such lmpro\l~m_ents. ln the event of ii con_flh:t between such lines and plant locations, promptly °J_)D_tift tht! l,.<JMstape Arc_hit.ect; who sha_ll arran9e _for relocation for one or the other. Failure to _follow_ thfs_ pr_ocedure places upon the Contractor the re·spor'lslblrity for, at his o'wn expense, making a:,y and a1! r~palrs for damages resL1lting from Work thereunder. LANDSCAPE CONSTRUCTION (Continued) 3, QUANTlTI_ES AND 'JYPi"S: P~nt mater_\als s_ha_!I ~ furnished _in t~e quantities and/or spacinQ a,; ~hOwn or noted for ec1d1 locati·ons_, and sh,1fl _b_e of the species·, .tdn:ds, sizes, etc.,1 as symbolized and/or de'scritied 11"1_ the "Plant Legend~ a5 indicated on the drawings, The landscape Archlt_ect has prepared thts. fist only as a c:onveofence to the (;qrttractor c1nd assµmes no r:esponsfbilrty for Its-accu.rac-;. The l.llnd$caCte tontn.'1-e:tol' is to \fi:!rlfy .al1 size::: and quar.tlties. 4. VERIF'lCATION OF DIMEN$IQN-S AND QUANTillES: AU scaled i;Ht'nensions _a,n~-approXlmal.:', Befpre phx.ee:d!ng ~*h any work, the Contre_ctor: shall carecrui1y 1:heck cind verify all dimenslon~ and quanUUes ~nd $ha[) lmm_cdi~ti;ry 1ntorm the_ l•~mdscc1pe Architect and Owner of ari.y d!~crep-a_ncy be_tween the dra.wfn!:fs and/oi" specitic.ition:5 anq_ actual cond1tloi1s. No work_ Sh,311 be dof'le (n an_y .area where there Is such a discrepancy ufltil epprov_a! for the same has been g!~n by ttie li!)ndscape ·P,,n::hrtect and_ Ovm.er, S, INSPECTION A, All in.spectiotis $hall be made by the La:idscape Arth.ite-::t-and the Owner. The t);;intiactor shall ,~q-ie~t Inspection Bt l~'.'!St two {2) day$ In Mvance of the time ins~.:tiM Is requJre::d. B, fnspe.;_tion \_,;111 ti-e required for the f,ollaw_ln{l. parts of the :,vork: 1. Duri_0.9 finish_ grading an~ SQH prepa_r_abon.. 2. f'iants., after Oelivery to site prior to pl.<;1ntirig. 3. When vir<es, ,shnJbs, cmd trees ilre _spotted for pianting, b1,,1t holes are _not ex:::ava-tcd. 4. Specimen frees at sourc~, before de-livei:y. 5. lawn ~reas prior to -plan.ting (i-. Plarlting areas prior to pl~rtttng. 7. Al1 lahdscape constructl<ln ltP.niS, p'rlor to the ·start of the ~nleridar day rnarntenar;ct perl0'-1 (final observation) B. At completiqn Of calendar doy mainten.;m~e per'(od (fi-r',a\ main_tenance_ot',seryatio-n). 9, lns-pectiori reports $MIi be made for each observaf1on· by t-h-e Landscape Architect and One copy shall be st1bmi.tted to the Owher and .the ContraC,:()r. t, CE'RTii=lCATION A. l='rlor to Job acceptahce, written certmcatiQ-1\5 shall be submitted to the Lanctsc;ipe Architect, for the following: l.. Quantity and _quality of comm,;!rci_Gt fe_rtlli:z_~r ood org,•,-ni:C': fertil_izer. 2. Q4a"tH_ity' and quatity of all s-Dll arnendments ca.lied for Dy plan$ and-speclficati6ns. 7, MATEIUA~S A. P!i'lr:tt 111aterials mdiC(lted on the drawings a:id hereiri 'speclfied, _shall conform to the fotlowirig: 1. r.iomendature: Plant nanies inditated or listed in the "Plant Legen'd"" on the· drawJngs, conform to "Standard Plant N:m1es" e~t_ablished by th.e Ame_rlc.:111 Jo-1nt C.ornmlttee On Horticulture. l:xcept for ni3mes-covere.:5 therein, the €.stab\ishe.'1 custom of the nu·rsery is 'followed 2. Condition: Plan.ts shall be s;ymm-etric@f, typkar fOr variety ijnd spec1es, sound, healthy, vigoroiJS, free fro.rri"_plarit dE;ease, inse_ct pests, fn$e-Ct eggs :ttn:d ar1v tibfo~tiOrtabte di_s_f\91Jren1en~ arid sJ:lall have heal_thy, r,oniial root $y-Stetn:s, weH fil\ing their cMtai_ners, but not to _the PQrnt _rl betrrg root _bound.-Pl~nts shall _not Qe prune-_d prior-to '-ldivery, except as auttioriz~d ty the Lar'ld$Cape' Architect, or his r,:\'presentattve. In M ca~ shall tr~es: l;)e opered ~for~ del1ver,j. 3 D11n€nsii::J_n · The height and spread ol' ali p1ant material shall be measured wl_th branc~es ih their riorma! p~itl61'1 and shall be os tndicated on th(o' drawtngs.:1.ne caiip_et o-f·a1\ _trflC~ shal! be measur~d fpl)r reet (4'-01') abov_e the surface of the ground". Where caliper or other dimensions of any .Pt ant materfat are omitted from the "Plant L¢ge.i1-d," it shall-be und~rst.ood tha_t tlieSe plant matcrl:;ils_shan be:no1'itra1 Stoel,; for tYM USted. 4. Nurs~ry car:e: All plants SMlf be grown lls!ng fecognlzM hOrt;iCutura/_ practices. Proper fe:rtilizatlon, stakl.n.9, Md spraytng st,all be done acc_ordin-gly. Aft nurseries provfdfng pla_nt mnte.rlal shall_ be In complfQnce wfth all appfi,cab1~ federar, state and coo.nty programs. 5, Insi,e-ctidl'i: All plant materials roust have l.>eeri pre;tloUSly lr-.sJ:)CctE"d ae the nur$e4')", aric:I sha:11 be. SlJbjet.::t to the inS~ect!ot1 c1nd approv<:!1 i;,f the land<;ir"ppe ArcliJteGt ~fore .pt.ant1_ng_ 6. Pldrtt Ust: As fnditatec;I M draw"ir'1gs. 7, Sizes of Plants: Shall be as stated o·r; the l'.)fi;1n, Container stock {1-ga!!on, .5,ga!lo--n, and 1S•ga1!on} shall ha'le been. grown in contarners for at lea;;t one (H year, bu~ not over two ye_an,. 8. Substitutions: Substitut_io_ns fo_r the h1ditated p!ant_rni;lterra1s vvm ~ pern1Jtted _provided the_sul;ls~it.,Jte_niate_rfa!$ ari? approved tri advorice by the Landstaf.>e.Art.hit€ct. Md the svts'dhltiori.s ~re ma_de ~t no (:{)!;t to the owri~r. ~xcept fcir the variation.s so a(Jthorizei:l,_ en subsUtute _pt,;1~t mat-e_rlaTs sf-,~11 conforrn_to the requtr,e,mer,ts __ Of tlle~e _s_~cif1-catl_on~. lf the accepted rubstitut~ materl"als are of less: value than tho,;e inl'.lk'ared f'.lr spel'.ifi~d, thE! cOl"ltract price wm be' adjUsted tn acr:Ord(lnce with the prbvis!ons. of the contr~ct. 9. P:ants Not Approved: Plants not apprtive:d iJre lo b_e ternov_e~ frorn site immediately and repla-ced with Sijltabte plants. The 1,.an.dsca_pe Archltect and/or Owner reserves ttie rlg!-\t to reject, e-ntire lots of pl_ants represented by d,c;f,z.ctive s~rnptes. 8, FERl'IUZERS _AN[> SOll C(tNtllT10~£~~~ A. lhis riote is for •·e-10 fURPOSE ()N~ Y". COntractrsr sMfl be-.responsible for Obtaining ar. agronomic soi IS repcirt and Soil am_endment recommendations per a,.gron.om1st, 1. lf surface soil compactiCri has occurred, to extent pqsslt:>fe, e:11 ar~as to be 1an.dsi;:aped should_ be cross ripped or Qth.:;!mls'e tilled to a depth of 9-12 Inches. 2. for turf and grounctccvcr planting, the following am~MnlCnt::, sl101Jld be uniformly t,roMcast and thbroughly ir,-wrparat.~d to a~/ depth by mearl'i Of rototiller or equal: 6 cw. ycls. Nitrogen stabillzecl orga:-iic am·endment derived from redwood, fir or cedar sawdust. 15 (bs, 12-12-1.2 commercial fertif1zet. lQ !bs, so/I s_utfur 3, Since SL'.).fl Sl-!lf!Jt Is 1ncl-t..Hi~:I in t~e pre-p!arit prpg_r_arn, ,care should b€ "taken in order to insure that all amehdmeri-ts a-re thoroughly Jncorpbrated tO th~ deP.l:h specified. lhe-bac_kfiJI mix_ for use around the rootbtill of cOfitiliner gro~n tree.s and srir_ubs sh,ould be prep-a:~ed as foiJows: 6 part_s l;)y' voluine on-site: -soil 4 part.-; by volume Nittogen stablltt~d or')antc -amendment 1 fb. 12~ 12"-ll".pe-r en. ·vd. of ni.ix- ") lb',._ Iron Slllf,;it~ per ClL yd. of mrx 4, The ·above materials shoul'd be thordughJy -blended p(,_or io use fqr ba¢kfill pi.wpo,se:;;. The Jr.on Sulfate sholllcl 09t cont.a·,;:t cement surfaces at any time, or severe statning t'Jlll ix:cur. 5. <:;omm-erctl'll ferti°fiZ!fr' acfded to t,ackfi!I miX ~haU be Agrlfo~m 21 g.ram t_ableti. p·:t-1 O~S}. Rl"'f~r tc-pfc_nting pl;;ins for the quantitie,;; used PN plant,;. 9, STAKING MATERIALS: A.. tree staKlng $hall be a:s per pla11. B. Ties for Mldirrg tre¢s stiall be as per detail. 1~. GRADING AND son Pfl.EPARATIO_N: A. Contractor is to fin!S_h grade_ to within l/lDth Of 1 fuOt pr i• b~low pavln'g where ~avlng exists. c, _Moisture Content: Th-c sQii Shaff not be workfd when th1.:; ITJQi~ure content is ~o _gre,qit_th~ txcessiv~ compaction wm occur, Mt wMn lt ls so tlry tM_t oust w111 form ln tM air 6r_that clods wm n6t break r~adily. water shan M apl')lie!d 'if n.ecessary_to pro_vl.de ideal motsture con_ter;t .for tiffing and' for planting hereln. spe_dfied. pi'e!i,rnlnary Gradi.ng: Prellminar.y ora(jirlg sh,all_be_.done ii"! such a_ m_anner to a.ritl~ipate th!: flr)l,sh gr.a9ii1g, Exc;e_ss sol! Shan be r2-m·ov-ed or redistributed !)€fore a_D_l)llcation or fertilizer ·and rr,ukh. Whc_re soil ts to be rep!ate"d by p1<3nts and mulch~ aH9W?nce srraO _be fnadl,;' so that whei-i"finlsh grading l)a:. begun, tl·,~re shall PC flO Qefi_d¢nty in' the Sp¢cifi_q0 cti;pth pf r:nuld1ed pra,nUJ1g ~ds. 12. tilETtlOO Of PLANTING A.ND WORK PROCEDURE A. No t,laritlrt.g _$halt b.e dche-Until ail Opetations ·in corijti1iction with tlie ln!l-tana·tiDl"I-Of thb $pr'inkfer S'ystem have been cOmptete.d, ,fit"la_r _tjrMes· have. been established-, the ¢la11ting·ar-ees have been· pro{)i::r!y Snl!1t>:'d arid prep.ired as herein spec;1fied, -"'nd the work. approved by the· 1-J!ndscape Arc'11t€c:;t. e. TM relative p¢-Sition of att trees: and plant$ is subject to approval Oy th"e Lendscapi!:! 1>.rd11tect. a:id OWner,-and tMy StiaH if fl€'C!?S$1:1ry, tie re_toceted as :direc;ted a:; pan of tt1e ConVIC'IQ:. C. All plas\ts; shat\ be re-Moved frofli thelr c:ont"alners 811d set ,o that,_ when s·etued_, t_he.y hear the same relation to the required gracle th,1:1t they bore to th_e natura:I grade before betng transplanted. Each j:llant t_hall .b€ plar.ted In the" center of_the plt,ani:,t b,:,ckfitl_ed _unless _othe_rw!_Se 5pedfiE:"d; wU:h_ th~ pr~P<tr-ed so"il. No-_ sot] ln _rn~_lddy condltlqn Shi.'111 be used for tiqckf,}lin_g. No f'ill!ng wl!I b~ p(!rh",itt~d ervulid tn,inko; Qr stems, All broken or frayed roots shQl1 be prOpcr~y tut off. C, · The l,.a'ldscap-e Ar.chitect and/c:w Ow_ner shelf inspect the r;,laclng i!tld p_:ilntin_g gf ~11 pl;mt materials. E. fa the eVeni; t~ilt, :under-grDuri.d C.ol15ti"Ll_cf/Oh work o_r obstrl.!ctibhs are f'.n:c_oUrllered tn the p_~antin{I op.er-.atfon, .alternate locatlon,s for plant _material w_lll be selected by the-_ Landscape Arc:hrte17_t._and Owrrer1 ope_rat!on wrn be a.t -no extra co$t tp the Owner. LAl\f0$CAPE CONSTRUCTION (Continued) 13, PLANTING OF T~E~S A. PO.sitlcfrl plan-ts in ·i:Jlant: Iocati0/1 lndkated On drawing~ and secure 8pprova! b-efore ekcavatirtg p-lts, makfng necessary _ad-Justments .as lnditat~d. e. All pits for trees shall be dug square with bottom lcveJ; the pfant p"lt size shall bC du_g: per the following site coM1tfons: i. Tre~ plant)ng in nat ~reas: The width or the plant/ng pit shall be two arid (Irie tii3Tf times tM rootbJII Width. Tt,e ·depth of th_e_ pl,pntFng .plt_s_h~lllie the d-e.ptl1 ()f th~ r~otba_tr plus g"i>(:'_inc::h,e_s. iL Tree p!nl'1ting on !lopes; The Wtcfth of the planting pit shall he Orie ilnd one half times the -rootbnll w1dth. The depth of the _pfaiit.i-na_ pit shall .be the depth .;>f the rQ6tbafl p!1)s stx rnC}1e$. (:_ompactec;t _S(:;ll!s at stctes 9nd bo_\t9ms _shat!_ be k;loseMd gy scarif'{ing_ or other app~ovM met.hod. Pit1 shat! b¢ bi'.lckJillet1_ with ~i,repared soil" to the required grade, a:id the bafance or the pit fllled with •prepared soW', thoroughly s;ettted by water-appticetioh, C. $et plat1ts In th~ c~nter" _of !;)itr hi. v_ertie~l p('.JSJtion, so th.e!t crown_ ot QaJJ_ W1l"~_ leVel with ffnf_sh grade after ~!lowing for watering and Sett I Ing and $hall bear the sttrne re!atlonSh!p to the firiis:h g1acte th~t it 'diCi" to the Soil surfar.:e In the container. O. Pre_p~re a depressed WP-ter l;:i,:1sfn ~s wi_de 1;1s pla11t balls at each plan;it. Wa:ter thoroughty ( backfilling any 'I/Olds wlth additional -prepared p'lcilitir\Q riiix, A. V1n.es·arid_Shr'ubs shall be planted rn pits as Indicated by the foll\".!WinQ site-_cO:MitiohS: 1,_Vines,?1_nd_shr1.1bs Jn-fl_at arc.;is: ._ The-w_id_th-oF t~~e planting pit: ~h.§IIJ;e o-ri,e-i;!nd one '1_alf times fl1e wfdth of the rootbatl. Toe ~pth of the planting pit shall be the (lepi;h pf the rootb.;tl\ p\u'S ~ht·Jnches. Ii. _Vines Qnd shn,Jb? on slop€s: The wid!::h of'[~e prQr'Jtfng pit S_tial! be the Width o:fthe rootba1!. The depth ofthE' pliniting fl"lt_ sh.all b~ th~ d\;!Jlth ¢f t_he ro◊tball plus $h( tnches. Com_p:acted soH at bOttorri Qf bit shall_ tie ioosen~d_ .3_i)d tt-ie_pi_t fil\e"d: wlth-n,prep"ared_ soil" _to the bott6m cf the_ ball._ When th>i pta'nt has beGn properly set, the pft sha,_! be fine.a to the requirea_i;(f'ade Wlth_ "pr.spared Sor!" and thoroughly settled by tamping ~nd watern19._AII vines shatl be rerflOVEl~ frqm stakes, rn'lited, snd securely fast~ned in the approved mat'lnerto the wail, fence or.oth_er surtace next to whlc'h they are plaf)ted. a.. Pre)Ji:lr!:f a _Qepn;!ssed w~ter b;,sin as widi:'·as plant b~l!s at ea:ich p-tant. W~ter th.orowghfy, ti-ackfilllng MY voids with additk:mal prepered plantln9 m1-x. c, Grouod Covers: 1. Pits_ or_fl_ats. ~lzed pl~nt to_b_e a_t leost 6"x6Hx6~. Ground_ c-o.ver _er~ps $hall _be fl"\Oister~9' prior to-pl.:mting. No ftilt plants shall be pli;lnted in dt"f sciit 2. Set plants in c_erhi_r of p!!J; $0 thflt c-rov.in of pl~nt wlil be level with finl~hed 9r;:iQ!;! al'ter settling of soil, then backfill and water. 3. F!att!i;!C, i:119_nt,; shall ·be wen-rooted wlth runt1ers pt le:;ist 4~ b!,lt_ not more than 6~ ln length. 15. TREES AND VINE OCCURRING IN LAWN 1re;es and vines occurring in lawn $hall ~ planted before final preparat;on of thpse are?ls, 16. CA,~~ .Qf PLANTS BEftirtE ANP .PURING PL~T~P{G Plants sfl<fl_l not be allowed_ to_dry __ ~Wt before 01· _whne bei_ng_ p_l_a.ni:.ed_. Kt";_ep e~posed roots moist by· rn~an~ of, wet sawdwst, peat _moss, or bUi1ap at all Omes dur1f1g planting o(}eratloris. De. r,ot t:xpose l'OOts tO-the Elir except WhHe Ming placed m the ground. Witted plants, who;thtr in prace or not, wrn trot be ~ccepted arid StJall bl:' replace_a at the Cor;tt'a~tctr's ex:pense. 17, WAURING BASINS A. Cons.t,n,1ct _Q f-l.lf1y con1µact~d rri_o_unQ of so-H aivund_t,;1c_h t.['l>'C Md p_l9_n_t to fqr_m a ~.i:lt~rrng b,~sfJ:i at the edg€ of an.d _followtog the shape of-the ptanting _pit area. Mounds for trees a:_nd for vin_es from S~gallon or targ€"r container:., st1all be at Jeast 4'1 t1igh. Mounds for art other trees, vines, or plants ri.ot otherwise specified shal1 be at least 4~ high. Excavated earth, \f capable of retarn1n9 wat~r, m~fbe !,lse~. Any settlement within the b-asins arte'r .watering,·s11.a_rr be: t€filled t(l the requ1r·eo gtade w!th prepared son, and additior,al, nitrog:en•stab-l!lzed sawcfw;t work~ ir'tto the_surfac.e ~s--to res;tore·the rn.ulched co11dltk,n. e. At the encl OF the 90 d9y·malntenarice period an waterfn:g basins in lawn areas stiau be feveled to finish grade a_nd the area ~hall be sodded with the specified $0d. 18, WATERING A. I_mmedfotely aftfr planti_1191 water shall be appfled t_o ea:c~ free _f)y m-!;!a_r,.~ of a t,ose_._ Tile water sha·11 be a~Jie~ on a moderate stfeam \r, the plarltirtg hOleS un~H tfie matetial a.bout thE' rwts ts -~◊mp!ete1y·saturated from the bottom of the Mte ,to tt:\e top Cf the grtiurld. e. Plants V:;hk:h eannQt be w~teraed_eff1tlehtlt with the existing water $ystem shali be' w~~er-ed by ri'ie-~M of e hose. C. Appry water In $_ufflcient q_uanbhes, and as often a:;; ~ea:;ona.l (ond}tions._ re.quire~ to keep _t_b_e ·ground wet at aft tirne~, well belpw the root system of g1p55-Md, pl_antfl'I_\) _ ca_re IS to be ta-ken In vniteM,n:g ~1:0~1 $0 a_s riot to c_au:"ie ero$ion_ -dam~9e. D ro1ic'-#rn_g t_he pl,:inti11g·¢r g<"ovrid _cover pl~nts furnished In fiats, e~.:;h plant_shcrn be !hlmedia_tely al)d tho.roughly watered b-y means .o'f ~ ho_se Wlth_a slow-nmn\ng stream of water. ~9. TREE ST/1.KlliG A. St_ake 811 frees, Mt t.o !be_ gt_1yed at_ time or p-lanUn.g, by pl,;1ctri9 sta\(e in the prepared ti{)le Md d'rMng stake-18" into sot1d ground, ~!ant the tree as clOse fo t:he-sta"ke as'possibte wlthOLlf crOwdfri~ the roots. Fiasten the tree to the 1.ipper·end or the stake! In at leas1; three{~)_ p_lai;~s. usirl~l method s_p!;!Ctfie:d _ln cor,stri..1dton. drewfngs. e. Tre'es, 36"-bOx srze or fat-ger, shah be _Quyect per lanasCape architects retornmendi:iticms. lJse flbt less tllan three gu-ys per t1·ee, or as directed by "the l,.anQ-stape Archit~ct. .1. Protect bai"k of tree by·covei'tn-g Wlre With green 1/2" diameter new rubbet hos·e. 2. Guys to b~-an_chored wlth "Duck_ Sill" t'/pe ;;inchQr_s or approved equal. 3, Guy wlres·sna11 b_e #12 gc1. 'ga1var11:zeQ wire. Mark g11Ys with 3'~0" long 1n" (:lia. whit<!! Pvt ptpe. 2Q, ROOT BARRIERS A. AH trees pfaneed wttrij-n 5'-0" or hardscape ~reas (i.e. watrs, s_1_dewe1~._butrd1ngs1 structure!,, etc) $-h(ll! be ptantect_ w1th deep root Hr' lin~ur"barrier LS ·1s-2. e. 6i'frrier sha!I be the length of the ultimate canopy w_id_lt1. Weeding: Be_f_ore and during prelimlnary_and fin_!sh_ gradin_g, weerJ-; and grasses_s_hal! be dug out by the ro(lts and dlsp_osed of off the site {except those weeds:and g,rass~s not of the pereri.r.ia! typ-e, le.Zs than 2_-1/2" and nqt bearing seeds, W.hich may :be .t.urnect u_nder). Oats mo_re th.,n 2 ·1/2" high {Ind not t>earlng seeOs rray be turned under. Peref"!nia-1 weeds 'and grq:sse$ to be removed rnclude1 out are not Hi.Htt!d to, the fottowlng: 21. ESPALiERING OF VINES A. All tteffis.es flnq $take:s are tD be rt<md\/ed fron, plMts. and the plants shall be:fc,1_st~r1ed and trained tfga!rist fences Or waifs as directed by the Landscape Architect. E, Nut Grass Puncture Vine St. AugListir'le Grass. Wire We€d Danas Grass Alfa!f,;1 Mo-rnlng Glory Mustard Plant Johnson Grass Ai\ pla!"1ting a~a;; shal) _tie scarified toe_ depth o( 12 inches below grade with_ the spacing of_the r'1pper teeth np greater than 12 Inches on center prtor to placing cODditJoners and fo?,rt1li:ze-rs. Al! ro-tks an-d debris more th.an 2" fn diameter :Shafi be removed from the stte. f, Trenches'. ]f_sprlnlde_t·syS:tcrri Is fnstdf!ed arter gra_di_n9-_and fertH_izing _b completed, th~ upper pQrljon of the back fill shan be retilled a"ld fertihz~d to the depth specified for· the ,:fre,3 required to cor,fonn to the specifications. 11. F)N_I$fi_GRADING When Pre!lminary grading, i11cludi11g weeding ar1d fertih:zing, has: tierm completed a:nd the Soil Ms dried-suffrclently to be rei!t1i~y work.~d1 an lawn and pfdnting .:1reas. shall be g.racled to the elevat!ons _thdk.ated o_n tti.e draw1n9s. Grades flQt oth~flN\$€! i11i;tieo3;_te<i Shall be 1.miform levels 6r slopes between points where elevations are given. Minor Mjustme11ts of finish 9rades-sha11 Pe made af the dh·ectton_ of the lan-d_scapc Arch)tect, If tequtred, F1ni5h g~1:1de shall be snioot_t,, even, an(I.-urilform ptaM wtthout <1brupt change of :surface. Soil area_s a.:;!Jac~n.t t,o "bl/Hdings to allow a nat:Jral run-off of water, and surface dralnage shall be directed as indicated on drawings by remodeling surfaces to facllitate the natural "run-off' of water. Low spots alid pQci<:e:ts Shan be o"r1.e inch (1u) berow grade of adjacent pavement of any klnd. Grading shall be done when soH Is ~t optimum moisture co11.t€nt for wQ-fklng. 22. CERHFICA.TES ln addition to a_ny other certif1caJe,s specified, the _Contract.or sh_al_l furnish a certificate with each delivery of bUlk moterlal,_ st~tir,g the source, qi.iantrtt, any type of materiar and that the material conforms to the s;pecificatlon requirements. for-bvlk delivered organic fertiliter, the certfficate sMII also sti!te· th~ vohJITTi;\, ni:i-t wer~ht, perC"ent ot 11-itrog:e·n, pen;:€1rrt Of ph0$ph06c acid. For ~arh fertilizer a,.nd soil_ ~o~ditioner, in containers, a_ si_mil.,1r_certificafe of invoi_ce shall be _fu_rntsh~d stating tot.al qtJar,:tfties by weight and volu_me for e~ch mate'fial.. ihe.se certifica:tes s:hafl be subn:,rtt~d to the Landscape Architect and the Owne( prjor to the start of th~ maideilar\ce period, 23. F'~OTECTl0N The Contractor ih.nl! carefutry and 0011.tinuously protett all i;ire-as induded iti the (.;Orttra.ct1 inducting plant_ rnateri;;its-, forn;es, supports, etc., untfl f_in-al c)cteptance of the work by the Landscape .Architect ~rid Owrier. 24. MAINiENANCE A. The ,CCtt'ltractor $haH m_aintain a sliffi_Clent; nvtriber of pel"Sor,nel and adequate 'eqLlfpment to p~rl'orm the worK herein specified. Plant maintenance works:M11 consist of applylng w_at~r. wee_ding, caring for plants, inc!Uding ground covers, shrubs and trees, edging., aerating, arid mowli"lg Of {awos, fertllitirig Md contro1 Ofp,ests_e!ld diseaSE;!_s. B-. Dc!rnage to any Pl~nted area shal! be repaired immediately. Depiessions caused by vehicles or foot: traffic -shat\ be filled with topscilt, leveled and replarited. Exterminate gophen;; and rnotes, l'lnd repair d£1.r:nage. c. Th~ er.tire pro}2ct_sha(_I be maf,nta.ined for a per(.od of 90 days, CQn)1ner,d_no_ from the time all ~tems of work hi'lve been completed fo the -satisF•lr.:ti6n of tM La-rtdscaDe Archited arid the Owner. ~1'\0SC4p<, ..._.~lay Ltc -11, ~ ... DEVELOPERS NAM£: BIRTCH~R I ANDER$0N REALTY ADDRESS: 31910 Del Obispo_ Suite 100 V6 -- r y~ :.-~ san Juan Capistran.;, CA 92675 NOTE * -,1e ~~ ..I TELEPHONE: Contact Jeff E~le$ (\l49) 645-0552 APPROVED FOR JRRJ(,ATJON A.ND Pl.ANTJNG ONLY, INCI.UlnNG PRECISE LOCATION Of Pl.ANTING AREA, ~j,"' -ate ~#;Tt:- l:or:cp.,L\fO 01\TE PLAN PREPARED: _1_11_1<_!7.~oo_9 ______ _ BY: Land Concern .DATE IN!nAL E,NGINEER Of WORK LANDSCAP~ CONSTRUCJIQN (Continued) D. The proj~ct sh~ll be so cared t~r that a Mi.'lt Md cto;cin condiFon wHI ~ presented at all ti'm~s w ~he s-<'it_iS:foctidfl of thee Own~r ,pncl the bmdscapc Architect. 25. LAWN MAINTENANCE A.. vfa~rfng: Water ~very day onte _per day for two (2) weeks _thereafter ;and then _oradualty _reduce-fr~_qyen<:y ()f WBt_~_ring to t_h,ree (]) tim~s per week. Tne· contractor shalt continue to maintain the tawn unw the final actEPtante· by· the Lilncts.cape Artf'lltect Md the Ow_t1er. ' B. ~ertilizinQ:' Apply 16-5.-S at th~ rat€ or 6 pou.nds per 1,000 square feet three {3) w.e·eks i!fter fn~taflatiort and ~/on:er iminediate-Jy the tea Fter, C. Diseases ~nd Pest C0ntro1: Two (2} weeks i!ifter inStan~tior. of lawn, apply·a granular merc::ufia1 fuf,~fc1de of LB'fo n>Hrcu-rtiDs chloride as per rna11ufacturer's rec:vmrriendation. D. Mowing: The l.;iwn $hall be rnowed at~ height of 1-1/2" With fl rotary mow, equipped With rotler'S, befofe it reaches l" lh Mlght- conect grass clippings d~iririg n10.wi11g opera:tfOris arid remove from tht s'ite. After ei3ch cuUin9, the ed~e of the grass shall be trlmmed to a neat and utiiform line. ihc··i.;wn e-ct9es shall te· ni'3:il1(ain.ed In a neat Condition at afl t1111e~. 26. GROUND COVER AND SHRUB MAINTENANCE A. Wa'.::e'rlng: Ne½· J;ilantrnos $hart .be watered orn:e per d;;iy for two (2) week_,; after 1nst~lfat1011. Reduce watering to every other day for the next two {2) we~ks. Water thereafter three (3) trmes per week until· final crCceptance. t~. fertili2ation: Ferti1ize threEi (3) weeks after planting with 5 pounds 16-5-8 per 11000 square ft:!t!t; r-ertitJie thereafter evl:!ry 30 d'ays. -C. Diseases a_nd Pest Control'. for control of s.lug.o: end snatls, eppl_y pa;11!19ti.zed tr'lcalcium ar~Mf:i;'! 5:% by weight as per _manufqtturer's recQmmendatiolis two('-) ~1eekS after l_rtstp!latlon. for tont(ol -Of cut.Worm5 and other soil tnsecto;, apply Metro braiid soild1·/n as per manuf'act_urer's recoritrn~ndations twq (2} wee,ks afler inst.tllati,or1. Thi~ pro,duct contains Di.~tdrlQ, LindJne and Phos.phorothroate. Exterminate gophers and molll!S an(.! repair dam;iges. o. Pnrhlng-: All shrut,5 an.(f lr_ees f.hall be pinch prt1_ried as n~cessary to encou_r~ge n_ew gr_9w_th .end~◊ tlim\n.ate rMk suck~r growth. Old flowers, dead fo1la.ge .an.d f_imbs sfla!I be removed No ma]of Pi-tining shall be don~ withovt the a[:lprovat of the Landscape Architect. E, \JV_eed111.g: Alf p!anUng area;, l,:,clud_i_ng. !_awn, 9_1ound_ cover, and_shrub ar_eijs, shalt be_kept_wied-free_ al an times. Weeds shall be dug 0L1t by the roots and disposed" of off the stte. F. Vpon completlor, of the 90 d~y mr)!nt~nan.ce perlod, the Contractor shall f-erti!lze per this ~Hon., 28,CLEA~ \IP Upon cornptetiqn. or the work \n this ·section, COntra\;.tor -;.11all _Nrnove _a!l rubbf$h, t8'5h, and d-eQ-1"1s. resullirig rrom the ttu( operatlorls, remove disused equipment and arid Jmplenients of service; leilvt: entire area involved In a neat and accepta"b!e condition suth as to me~t approval oftandscape Arch-Jfed. 29, flYl>Ri)SEEl>lNG (GROUND COVER AND TURF) Materta\ Apphcatl<m ang ,Equipment (I. Mhdn9 shalt be performed in a tank withe bu:flt-1n co·11tirruo0s a{;l'itatlon ahd re.clrC-llliltiOn system Of sufficte·nt Ope-rating r:apaclt'(to produce a tiomoQeneous s[urry or fibcr1 seed, fert:U-iier :and w.at-er \f'l_ ~he d€ijignated propo_rtic;rns and_~_ disc!iarg~ system wl\ich wl.ll apply the sl.urry to th~ ar~1' to bi; _treatM at a tMtinuous and uniform r<1te. b. LoMl-ng and rn1~1ng: Wlth_agltation system 9peratl11g at part s_peecl, water s.halr be i"'lddejj to .the tank and _a good crrcuration st,atf be established. Materials shall be added to the tMJ<s iii such a manner that. they are uniformly blended into the mixture in the fot1ow1n_g seque1~cc: 4,100 gal. water/acre (1,500 gal. tartk ~ .3 tar\ks/acre) 1,500 lbs./i;"ic:re Con-wed fiber 100 lhs./,;11;:r~ Ecology C-ohtrol M ~inder 300 lbs /acre 12-12-12 commcrcfal fertJlizer !CiO lbs./acre soil su1fvr 30, WEED AMTEMENT PROGAAM Upon completion of the irrigation system i!nd after al\ existing weeds have been removed from the planting areas, the (allowing weP,c;l pr@v-entJon st.an be Ui;ed: TOTAL: APJ:il"Y fert1Jl:zer mixt0re b-y spray per acre as follows: 300 lbs. 12-12~12 commercial fertilizer 3-00 !\JS, urea forrnaidehyde 1,0_00 lbs. aqrlculturat gypsum -6.pply post-emergent herbl.clde as recommen.ded by a llce.nsed pest control actvtsor to be com.patible with the seeded plant varretles. Apply rnlxtures per the following time schi"d:ule:. fertlflze/Water Wait Spray·the post-E!rn~rg~nt Pest control A.1vl5M recommend"ctioM Fert'iffze[Wate~ Spray We:ed Mixture Fertifize{vVare~ S;')ray Weed Mixture Grub/clean ail areas to prepare for seeding plant n t1,1ys 2 days 7-1P days 14 ·days 7 dCy'S 14 days 7 days :n days·max. $.QlLS TE$,T NOTE The landscape contr~ctor -s:harl provld~ for anct hav"r~ perfohr1.ed e iit_e-spedfic agr0Mn1ic; s_on,s test report o'n sampte_s taken fro111 ~t te_as.t four (4} s:ef)arate areas cori.~ained In this pfoJ_ect. Tile soits test ShJ1l lr\i;lude recommem;jation5 fer amendments to ground cover ;;treas., tree/ihrub b.,ckfill, and hydro ·mulch formula. The cc:mtract~:ir shall prov(de Landsca(.lP. Architect, Owner_, and app-r:,priate government agency wttfi one: (1) copy ee1ch of safd report for review pr_lor to start of construction. SPECIFICATIONS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDJNG PRECISE LOCATION OF LAND CONCERN LANDSCAPE ARCHITE'.CTURE 1750 "East Deenc• Aver1uc, S-1nta An;i, CA 92.105 9,19.250.4822. F 949.752.2469 PLANTING AREA. SHEET 11 CITY OF CARLSBAD PLANNINC ()EPARJMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: Lakeshore Gardens, 'Sign Corner" M~naged By: Birtcher/liooerson Realty APPROVE[) SHEETS 12 i '! ' ' ' ' ' ' : ' ' i ' I -l-\..,-,..~,,·,,1<>,......r,l Dliit ! DA TE INITIAL DATE PROJECT NO. DRAW1NG NI · !I REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL CHCKD 8YC C HilJ$tead PD 09-08 466-3L . SHEET 11:JF 12sHE fJ If I -· ~ ---~- 0, 6" ~ t c,J "- f'-1 t--