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Home My WebLink AboutDWG 491-5L; PUD 15-17; GARFIELD CUSTOM BEACH HOMES; 01-10PLANS PREPARED FOR, RINCON REAL ESTATE GROUP, INC. 1520 N EL CAMINO REAL, UNIT 5 SAN C-LEMf=NTE, CA '12612 LANDSCAPE ARCHITECTURAL PLANS FOR: GARF ELD CUSTOM BEACH HOMES FLAN$ FREf'ABfP BY, &MP 4010 SORRENTO VALLEY BLVD., SUITE 200 SAN DIEGO, CALIFORNIA "12121 858 558.8"!11 RINCON REAL ESTATE GROUP/ INC. V'IV'IV'l .9mplcmclorc:h .c:om Gf.'tERAI.. GONDITION5 SHORT FORM PROTECTION OF LIFE AND f'ROPER.lY I. WNTl<ACTOR 51WJ.. PROTE(;T AU. CON5Tl<IJCTION AND J.AND5C,APIN6' FROM DAMME AND, MN m.lJIRED, ~IDE 6UAAD5 Of< GOVERIN6'. ANY DAMA6E SHALL 61: REPAIRED OR REPLACED AT THE c;ONTRAGTOR'S EXPENSE. WNTRAC.TORS ON TH: .m SHAU. c;ARR.Y THE l'Oil011N:s 111'9JRMCE, (AJ f'tl~5 GOMl'l:N5ATION, (B) RJBLIC. COMFm-f;N51VE 6ENERAL LIABILITY, AND (c;) f'R.OF!:l<TY DAMME. IN AN E~Nc;Y TiftATl:NIN:s THE SAFETY OF LIFE, 1':ifi:K OR ADJOININ6 PFI.OPEFI.TY, THI= C,01'/TRAGTOR 15 HEREl:l'f IN5"00'CTW TO Ac;T AT Hl5 DISCf<ETION TO f'REYENT six:.H L055 OR IN.l/RY AND 911.1\U. MAINTAIN THE FOLLOVflN& MINIM\M LIABILITY INSIRANc;E C~ DI/RIMS THE CONTAAc;f PfRIOO. COVEAA6E AllrOM061LE f VEHICLE, OODIL Y !NJ.II<'(, PFI.OPERrl' DAMAc;E, tl,000,000 f!:f< OCCIJl<RENc;E $1,000,000 PER INDIVIDUAL, l'fR ~E t2,000 {XX) PER OWJRF1.ENc;!:, ~6A Tl: 2. THc C,ONTRAC,TOR SHALL C,l>jJSE TO eE NAMED Af5 ADDITIONAL INSIJRED IN !:VCH CONTRAf;TOR.'5 PUBLIC Lll\6ILITY, C,ONTRACTOR'S l"IWTECTIVE LIA51LITY AND AIITOMOelLE LIABILITY' INOORANa: POUC,IE5 1HE FOI.LOl'IN:s, (A) FQNl,ON Flla'il. ESTA'IE 6RQUP, '"'1 BIO Na. GIIMIMO FIEIII., LNIT 5, W a: erm;, (.A 012, (ll) OIIJ.E!if'IE MCIOP1' ""'' i!ASOn., '4010 SORl<fN'TO V/t,lJ,J!Y a.w !lUllc 200, 5NI Dla90 ~lf'OlijljA ~:ZI. c;oNTAAC,TOR l"ilil PROVIDE c;,r:,, :2020 11/05 ENDORSEMENT. 5. WNTRAC,TOR 5HAU. NOT C,AIJ5E THI& POLIC,'( TO ElE CANCELLE!l OR PERMIT IT TO LAP9E, AND THE l~Na; POI.IC,'( SHALL INCLUDE A C,LAIJSE TO 11'E EFFEC,T 'THAT THE POLICY 5HAU NOT, AT ANY TIME DURIN6 THE CON5Tl<IJCTION l'EFI.IOD, llE CANCELLED OR Rl:Dl,IC,ED, ~TRIG-TEP OR LIMITED IJNTIL FrnEN (15) DAYS .AFTER ALL APDITIONAL INSURWS HAYE R!::C,!:11/ED 1-'RITTI:N i'IOTIG-E k6 EYIDENC,ED BY RETIA<NED i<EC,EIPTS OF RE6ISTERED OR c;ERTIFIEP LET'fBIS. 4. THE C,ONTRAGTOR A6REl:5 TO HOU:, 1HE ONNER AND LAND&c;APE AAC.HliEGT HAAM.ESS FFIOM ANT' CLAIMS ARl911'& Ollr OF HIS OPERATIONS OF ANY OF PIIS SUB GON'TF<,b£;TOF<S, MA TERIAI. SIJPl'LIE5, OR A<SENTS. 5. ALL LOGAI., MJNICIPAI. AND STAT!: LAl"i&, RULES AND REOOLATION5 60YERNING OR RfLATIH/# TO ANY PORTION OF THIS~ ME HEREflY INC,ORPCJRATED INTO AND MADE A PART OF Tl6E Sf'EC,lflC,ATIONS AND MIR P1<0Vl510NS SHALL ElE CA!<Rlcll OIJT BY Tl-I!: CONIRAC,TOR. 6. THE CONTRACTOR SHALL VE!<IFY TI-IE LOCATIONS OF ALL EXISTING, UTILITIES, 51!<1,1C,TuRES, AND SE!<\/IC,ES BEFORE c;QMMENC,IN6 V'IOl<I-. THE LOCATIONS OF UTILITIES, 51RI/C,l\JRE5 AND SERVIC,ES SHOY'iN IN THESE PLAN& ARf APPl<OXIMATE ONLY. ANY Dl!:,C,REl'ANG-IES Bfll"lEEN THl:5E: l"LAHS AND AC,l\JAI. FIELD WNDITION& !iHALL eE REPORTED TO 'THE OViNl:R OR LAND¾Al'E AF.CtllllaG-T. 1. TH: CONTAAC,TOR SHALL PROlEc,T ALL EXl5TIN6 UTILITIES AND FEAru.E:, TO REMAIN ON, AND ADJAC,ENT TO, THE PROJEG-T SITE DURING WN&WC,TION. WNTRAGTOFI. SHALL !<l:f'AIR, AT HIS Ol"lN EXPENSE, ALL DAMME lelULTIN6 r!<OM HIS Ol'E!<ATION& OFI. NEISLl~E. f>. 71-IE WNTRAGTOR !iHALL OBTAIN THE PEFI.TINENT EN61NEERIN6 AND/OR ARC,HITEC,11JAAL PLANS OO'ORE 6E61NNIN6 l"iOFI.K. q_ PE!<MIT5 FOFI. ANY Wl'ISTf/JJC,TION DfPIG-TED IN THESE PLANS SHALL eE 06TAIIED BY THE C,~TOR 10. C,QNT!<AC,TOR 5HALJ. HAYE A VALID CONTAACTOR& LIC,ENSE Rl;GIJll<fP FOR THE PARTICULAR l"iORK !ll::IN6 DONE. C,ONT!<AC,TOR SHALL NOT ALLOl"t M LIC,S<ISE(S) TO LAPSE MING THE CONTRACT PERIOD. 1.l,'lg5(;/ff IIEFE(;110N NOlE5 ;,.) A SITE IN5i'fC,TION 5HAU. llE ~ 61' TIE l<E5PCN516Lf LI\ND5C,Al'E A~ITl:C,T TO c;ER.TIFY COMPI.IIINGE Nllli Tlf ~ EROSION c.a(JROL-LAND5C,Aff; f'.AN. rt<ITm GERTIFIU TION TO THE allLON6 DIREC,TOR 5W GfRTIFY THAT 1lf SOILS, ADDITIVES i'IND Al1ENDMEl'IT5, l'iEEl1 GOIITl<OL, PLANTIN6 OF 11£ SLOl"ES ANII INSTALIJ,Tlal OF THE 1~16ATION S1'5TEM COMPLIES rrnt TIE l\f'l'l!Ol,fD EROSICll GOl'IIROL-LAN115c;AFE FLAN. CERTIFIGATIOli 5HAlL ElE 91.!lMITTED IINP ~ PRIOR TO G~QII; FOi< FINAL liEffC,TION. I) Tlf I.AND5C.Al'E ,AAC,HITl:C,T CfRllflGATIOII SIWJ. CONTAIN A 5TA1EMEIIT /'6 TO THE i9ROl"tlN6 STOGK Vl/1611.ln', IKN:V!I< CONTAINER~ PLANT MAmtAL 15 INST/\LI.ED. Dl6IURI' CALIFORNIA ST,t..11: J.Al15AY51'0U MIJST C,AI..L llfl'ORf rou 0115. 60VERIM:NT GODE SECTION 421b-4216't STATE5 THAT 't>(C,AVATION' ,ISRADIN6, TR&.HINS, Dl6GIN6, DITC,HIN6, DRILLING Al,OOijN6, !Uffi.N6, SGRAPIN6, c;NJl.f OR PIP!: PI.ON!tt;, DRIVING, l'OIINDATION Dll:>6N6, !MDSC,Al'E Dl66IN6 FLLMBING, mtt POST OR M1" 011-ER NA1'. ~ PERMIT !"OR Dl66IK5 rtLL l+:iT Ill: VAi.iD m1'tXIT A DIIS ALfRT TIGKET lt,l,fflfR AND NOTIFICATION THAT THE MARKOUT HIIS fl:EN GOMPl.!;TED, THERE IS Al!O A 14-DA'( rtNOOl"t (:fGTION 421!>./E)) IN l'filC,H YOO t-lJ5T GOMPl.f!E 1HE PROP051:D Dl6611i1S. IF rou t'i!LL NEW ADDITIONAL TIME IID'OND 11f 14 DA Y'S. IT 15 1'CU< REIPON9IBILITT TO RECAU. 015 Al.00. 016 ALERT TCl.1.-m:E NJMflER 15 1-800-422-41~. 1W) IMll:56 N() llmiHl"IG,t,TIQI IU,l,li: WNTI<ACTOR AGREES THAT HE SHALL AS5UME 50LE RESPONSIBILITY FOR JOB 5ITE CONDITIONS DI.RIN6 THE WllRaf OF WNSTRllCTION Of THIS PROJECT, INCLUDIN& SAFETY OF ALL PER£0N5 AND PRC!'ERTY; THAT THIS RE(l(IIREMENT 5HALL APPLY CONTINlk;IJSLY AND NOT l3E LIMITfD TO NORMAL f'IORKIN& HOUR5, AND THAT THE WNTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD lliE OrlNER, THE CITY/WUNTY OF LOCAL JURISDICTIOI'( AND THE LANDSCAPE ARCHITfCT HARMLESS FROM ANY AND ALL LIABILITY REAL OR Al.LEoED, IN CONNECTION rllTH THE PERFORMANCE OF f'IORK ON THIS PROJECT, EXCEPTIN6 FOR LIABILITY ARISING FROM 1)1E SOLE NEGLIGENCE OF THE OV'WER, THE CITY/COUNTY Of LOCAL JURISDICTION, OR Ttlf LANDSCAPE ARCHITECT. THI: CillY'OI'~ LAND:'GAPE STANDARDS REQUIREMENTS SHALL TAKE PRECEDENCE OVER THE APPROVED LANDSCAPE PLANS. SHOULD A Dl:GREPANCY OCCUR BETY1EEN ANY NOTES, 5FfCIFICATIONS, DETAILS, SITE WNDITION5, OR OTHER SITUATION RE6ARDIN6 THE INTfRPRETATION OF CON5TRIIGTION FROM TIEf FLANS, 1rlE GITY REl'RESENTATIVE'S DECISION~ l!E l'IW. LAND5CAFE V'IILL BE PROVIDED FER THE ATTACHED PLANS AND THE STANDARDS AND REQUIREMENTS NOTED ON THE5E FLAN5. PRIOR TO COMMENGEMENT OF BUILDING GON5TRUCTION, FINAL LANDSCAPE FLANS V'IILL BE PROVIDED INGLUDING PREGISE PLANTING, IRRIGATION, LANDSGAFE LIGHTING, CONSTRUCTION PLAN AND DETAILS, LANDSGAFE DRAINAGE, 5PEGIFICATION5 AND SAMPLES PER THE GITY Of'~ DESIGN GUIDELINES. VICINITY t1AP (N.T.S.) NOTES, A. l'RIQR TO OBTAINIMS OGc;UP,i.N!;Y' T1'E ~-AFl:;HITEC.T OF~ SHAIJ. REVlm'INSPECT lltE FP-0.l;C.T INi:.LLIDINIS, ALL~ ~N6 E,l,GH PHASE AND !:ffiMIT 1rE "CERTIFIC.ATE OF COMPLETION" FORM /1\5 AVAIi.ABLE TI-R~ TH: crrr (GITl' FORM P25-DJ. ALSO PROYICE ,'\H IRRle-ATION SC.1£!l1JLE, LANC15C,Af'E AND IRRli:1ATION M.-,INTEN,i\NG,E SCHEDI.U; Al\t> SOILS AMI. Y'Slf> REPORT 1111H Rfi:.OMMENDATION />6 REG!U!Rftl El'I' iHE CITY AAT?:R OAPINANc.E AS FOU.O~, I. AN l~l&SAWN l'!Aal~ ~ ~ eE l'!QlPAF,l;P e'I" M ~IONAL OF~ FOR AU. L~APE ~Tii eue.JECT TO T1IE ltA~ EFFICIENT 1-AND!lc.APE ORCIINANee. 111E SCHEDIJI.E $HALL eE ~T® TO THE CITY PRIOR TO i:1RANTIN15, A PEl<MIT OF OGCIPANCY' AND 9111\1,J,. I~ THE FOLI.Ol"IIN6 l~TION, a) A CIESCRIPTION OF THE AUTOMATIC. IRl<li:1ATION SYSTEM 11-IAT rlll.L llE l}.;E[; FOR THE f'RO.!a:GT. bJ TI£ fro D,._TA l<cLla, ON TO DEVELOP THc IRRR!IATION SC~, INC;LIJCIING> THE ~ OF T1'E DAT,._, ~J Tit: TIME ~IOD NHEN OVERHEAP li<Rl6ATION l"IIU. Ill: SC,HE0Ul.1:D AND C,ONFIRM THAT NO ~AD li<Rl6ATION 5HAU flE U5ED 6ETNEEN E>,00 A.M. AND 10, 00 P .M. d) THE PARAMETERS USED FOR SETTIN6 THE IRRl6ATION SYSTEM CONTROLLER FOR MTERIN6 TIMES FOR V Ti"IE PL.ANT ESTABLl9H1'ENT f'B'I.IOCI 11) ESTAeLl5HED LANDSC,APIN5 mJ TEMF'ORARIL '( IAAl6A TEP Al<EAS iv) DIFFERENT SEASOl\5 DLIRIN6 Tl£ YEAR eJ THE CONSIDERATION U9EO FOR E.'GH STATION FOR Ti'IE F'GLLOVfl!G F.IIGTORS, 1) 1'IE PAYS eETl1eN l~ATION 11) STATION lsUN Tli'tc IN MINJTES FOR EAGI! l~ISATIOII EVENT, Dc518NED TO AVOIP Fli!NOFI' 111) NIA'16ER OF CYCLE STARTS R!:GIJIRED FOR EAc;H IRl<IISATION EVENT, 1'E!lli:1NED TO AVOID MOFF iv) AMOIINT OF NATER TO SE APPLIED ON A MONTH!. 'I' &ASIS v) Tte 1'.00T PEF'Ttl SETTIN6 vi) Ttfc PLANT Tl'PE 9ETTIN6 vfl) Tl£ SOIL TYPE vfll) THE SJ.OPE FAC,iOR I~) Ti"IE 5HADc FAC,TOR :I. A MAINTI:NANc;~ 5'-HEDULE FOR Tl-If LAND¾API~ AN!;1 IRl<J6A TION ao'f5TEM 5HALL Elf mPAAW FOi< ALI. LANtlsc.APE PF<OJ;C,15 Si,16.JEi:,T TO THE l'll\TER EFFICIENT 1.ANDSC.APE ORDINANGE. THE 5C,HEDUU; SH;td.L 61; !il.lBMITTEP TO THE C,ITY PRIOR TO 6AANTIN6 A PEl<MIT OF OCCUPANCY' AND SH,'\I.L. INCLUDE PROVISIONS FOi< THE FOLI.Ol'IIN6. a) i:11:NERAL 1-ANC)SCAf'E AND IRF<li:1,._ TION MAIN'lf~E. Tl£ SC.HEDIJLE SHAU. IDENTIFY THE ENTITY THAT l"llLL 6E RESPONSIBl.f FOR MAINTENANGE AW 9H"'1.L f'ROVIVE FOR AU. OF Tl-If GoENERAi.. L.>,NDSC,APE ANO ll<ll.16ATION MAINTENANCE l<EG!JIREMENTS. lo) MTER EFl'ICIENT LANDSc.APE MAl!ffl:NANGE. IN Al:'!:lmoN TO Ti'f': i!',l;N!;RAL MAINTENANGE REGUIREMENrS, THE M,._IN'i'ENANCI; 9')HE!;IULf FOR LAND!lc.APE P!<OJ!:CTS THAT Af'E. ae.!ECT TO THE MTER El'FICrl!lilT L.A~PE ORDINANCE SH;,l.L INC.WJtlE: PROVISIONS TO, G) MAINT ,';IN AND OPl:AA TE THI: LAND5C,APIN5 AND 1~16ATION Sl'STEM ON 'l1f; PROPERTY CONSISTENT 111TH Tri; MA/'lA. ,:IJ MAINTAIN THE ll<Rli:1 ... TION SYSTEM TO MEET OR EXC,EEl) ,',N IAAl6ATION EFFIGIENC,'( NECEOO,I\R'f TO MEET MANA. eJ REPLACE ~ OFI. MAfl/NGTION!Ni:1 ll<RleATION SYSTEM GOIYf'ONENTS Nill! GOMPONENTS OF THE SAME MATERIAl.5 ANV Sf'ECIFIC,ATIONS, THEIR EGIJIV ALENT OR BETTER EN51JR!: THAT "1HcN YE6ETATION 15 IW'LAc:;ED, R!:f'I.AC,MNT f'LANTIN6S ARE ~ATIYE OI' THI: HT'DROZONE IN l"IHIC,H THI: Fl.ANTS rf:!<E REMOVED AND AflE TYPIC""-OF THE AATER USE REG!.IIREMENTS OF THE f'LANTS RE1'1:)VEI,, 50 THAT THE REPL.AC,EC> VE6ETATION VOES NOT RESULT IN MIXIN5 HIISH MTER USE PLANTS 111TH I.ON VIA TER USE PLANTS IN THE SAME Hl'DF<OZONE. 5. SOIL ANALYSIS Ra'ORT AND fij;C,OMMENDATION5. A SOIL REPORT AND fij;C,OMMf:NDATIONS 5HAU. flE SU!lMITTl;D TO AND Al'F'ROYED 6'( THE CITY. IP i:1RADIN5 15 NOT RfOUIFIEtl FOR THE Pf<DJEC,T, THE REPORT SHALL E!f :!tlBMIT'lfD 111TH 1He 1,ANt15c:;AF!: C10llli"ENTATION f'~ IF TIE PROJECT INVOLVED MASS 6RAPIN6 OI' T1'E 51T!:, THE 50IL Fa'OFI.T AND ~ATIONS SHALL 6E !if.lBMITTEP 1'111H THE CERTIFIC,ATJ; OF GOl'F'LfTION. <l) 5011.5 ANAL 'l'SIS 5HAL!. INCLUDE INFORM,._TlaN Af:!OUT THE SOIL ll;XTIJRE, 5011. INFIL~TION RATE, pH, TOTAL SOLIJ6!.f 5"'1. T5, 5001.iM, AND ~ENT Ol<i!i,,';NfC i"IATTER. SOIL SAMPL.E $HAU. Ell: TAKEN !'ROM~ LOCATIONS ON 51TE TO ~ AN ADEGIIATE GROSS 9E<.TION OF CONDITIONS. IN PRO.JfC,Tii 1'111H MULTIPLE L.ANOSC"'1"E IN9TAU.ATT'1N& OR,._~ 1.ANl)sc:;APE f'ROJEC,T OF MaRE THAN 10,000 SGIIARf FEET, A SOIL SAMl'LIN5 RATE OF I IN i LOTS OR 1551, If> ,._N AC1EGU,._TE GROSS 9£eTION. bJ Tl'IE ~OR'T SHAU. IDENTIFY' AN'!' ~ 5011.5 AMeNDMEN'TS, TYFf AND GIIJANTITY THAT MAY BE IEGe5AAY' TO FOSTER Pl..'oNT 61'.0l1TH ANP PLANT 51.il<YIVAL IN M I..ANDSGAPE Afl!V6. c) Tl£ APl'ROYEP RfCoMMENDATIONS FOR AMENDMENT5 AND 6AGKFILL SHALL llE INGOl<PORA TED INTO THE LANVSGAl'E PL,._NS PRIOR TO Tl£ START OF C.ON9TRIIGTION ,._NCI eHAU. 6ECOM: PAAT Of' THE APPRoVEl7 PLANS. NOTES, 6. PRIOR TO SEcyRITY "'E' f .. 'iE THE L,._NDSGAPE ,._RCHITI:CT OF r«:1RK 5HALL REVIEN/IN9PECT THE PROJECT AND PROYIPE A C,ERTIFIC,ATION Ll:1'TER FOR RaEA5e OF SECURITl!3 /C,ITY FORM P2S-E), AND Tl£ FOLLOl"tlN6, SHEET INDEX: SHEET TITLt: SHEET CONSTRUCTION PLAN, DETs 4 NOTES IRRIGATION PLAN 4 CALCULATIONS IRRIGATION DETAILS/NOTES IRRl6ATION SPECIFICATIONS PLANTING PLAN 4 LEGEND PLANTINrS DETAILS 4 NOTES PLANTING SPECIFICATIONS DECLARATION Of F<.E5PONSIBI..E C.HAR<SE SHEET NUMBER 01 02 03 04-05 06-01 08 0'1 10 SHEET SEQUENCE TS-01 LG-01 Ll~OI Ll-02 TO Ll-03 Ll-04 TO Ll-05 LP-01 LP-02 LP-03 I tBE6'1' DEG-LARE THAT I AM THE LAND:GPFE Ar<.t;H[@T Of NORK FOR THIS PROJECT, THAT I HAVE EXERCISED RE9P0N916LE ~ OVER THE DESIGN OF THIS PRO..ECT AS DEFINED IN SECTION 610S Of 11'fE BUSINESS AND PROFES910NS GODE MID THAT 11'fE DE516N 15 GONSISTl:NT VllTH ~STAND~S, 1 IJIUFSTAND nlAT THE CHECK OF PROJEC.T DIW11Ne5 AND 5PECIFIC,ATIOHS 6'1" Ttf CITl' Of CARl.95AD AND 11-f SAN DIE60 va!Nn' DEPARMNT OF EKVIRONMENT AL lfAl. TH 15 CONFINED TO A REVIEl'i ONL T' AND DOES NOT RELIEVE ME, AS LANDSC,AA:; ARGHITEG, T OF NORK, OF M'1' RE5PON5161LITIE5 FOR PROJEGT riBl6N. THESE PLAN5 IIAVI: BEEN PREPARED IN ~TANTIAI. WNFORMANa: NITH THE APPROVED LANDS<;M CQNC,Ef'T PLAN, l'lATER WNSERVATION PLAN, STORM MTER POLLIJTION PRMNTION PLAN, Fl~ PROTEC-TION PLAN, AND ALL "1NDITI0NS OF /'ffl..OVl>L RELATED TO I.AND9(;APfN6. ~-' ! S'I", _ _)\4:::I,~~===.:::. _____ _ ' I JOHN FATTER.SON FIRM NAME ANO ADCIRE55, GM", INC. 40IO SORRENTO VALLEY BOULEVARD, aJITE 200 SAN DIEOO, CA <l:21:ll l'HOl'f NO.: (e5e,J 55ei-l?Jq"J"J REGISTRATION NO., C,A W E'.XPIRATION DAlE, 02-11 f1A$ EFF"IENT LANDSCAPE DEc;LAAATION, I AM FAMILIAR NITH THE REGUlmfNT5 FOR LANDSCAPE ANO IRRIGATION PLANS WNT AlNfJ;l IN THE G-IT'I' OF G~ LAl'lt5(;Af'E MAl'tlAI. t ViATcR EFFICIENT LANf)SC,AFE 16ULATIONS. I HAVE mPMED THIS PLAN IN ~~E NITH 11-IC)SE RE6Ul.ATIONS AND rre LANDSCAPE MANJ,AJ., I ~TIFT THAT Tl'E PLAN li'll"LEl'IENT5 TH09E ~TIONS TO PR(NIPE EFFICIENT IJSE OF l'IA'IER. ~~ rese,J -em Pt-k'.JNE NO: CIT'!' OF CAA!.56AD NOTES IN9PECTION ~' DATE LA~ REGISTRATION NO, O:l-11 EXP. DATE: I. ll'ePEGTION OF Tl£ F'RO.IECT 9HALL. 6E ~ 6'1" THE ~APE ~ITEGT Of THf NORK, OR HIS DE516NAB AeENT. "1S'ER TO THE 9PEClrrt,ATIONS FOR THE 9'l'feDllLE OF ~D IWfiGTI0IE AND REmfiD ~ITTAI.S. 2, F0LL0l'11N6 THE COMPLETION OF NORK, THE LANDSCAPE ARCHITT;CT OF Tl£~ l'l!LL CERTIFT' T1'1AT Tl£ INSTALL-ATION KAS 6fflJ WMPl.fTEP 6'1' :WMITTJN5 Tl£ ''FINAL LANDSC.AFE CERTIFIC-ATION FORM". A ~T FOR A FIAAL !.Al'JDSC,APE INSPECTION BT' TtE CITT' M!/5T ALSO !lE MADE B'!' CALLIN6 Tlf IN9PECTION REGl!JEST LINE. "FINAi. LANDSC.AF'E CERTIFICATION FORM" EMAIL TO, mil:.ee11iott2@cox.net LANDSCAf'f l~TION REGIJEST Prt::1NE LINE: 160-b02~2 B. ALL IRRIISATI0N 6AC,i::FLOl'1 PREYENTERS SHALL BE TE51m B'T' A CERTIFIED TESTER AND RESULTS MUST BE ISIVEN TO TIIE C-ITI' AND TI-E C-ARL5BAD i'tJNICIPAI. NA lER Dl511<.ICT. PIPE BETi"fEN TH: MElBI. AND 6ACKFLOrl PREVENTER 5HALL BE "5CtfDUI.E !< IIARtl eoffiR". APPROVED CONTRACT BAC!<FLON TE5TER5 CAN BE FOUND ON Tl£ C,IT!' l'f6 Sl'IE AT ht~://Vieb.carlsbQdcci.aovJservice;/d6p«lmlWNater:/Documemts/Nat.er~kfJowli,sl~lislf?dF 4. f'iATfR 91:RVICE (POINT OF WNNECTION) INSTALLATION FOR LANDSCAff 5l'IAU. BE IN PLACE AS l<.EGVll<ED TO Wlt«;IDE NITH PLANTING TIMll'iS 9PECIFIED IN SEC, TION V. 5. ~!OR TO BEelNNIN6 LANDSC,APE l'«?RK THE CON'IRAGTOR SIIA/.1. CONTACT THE DSteNER OF mRK PRIOR TO EeilNN~ LANDSGA"E NORK AND THE DEil6NER OF ~ 51-V>U. REl/lerl THE F'RO..fCT UTILITY' LOCATIONS AND mlSE PLAN5 ~INGL 'I' TO FIJU. 'I' 9GmN AW. UTILITIES FROM Vffl AND l'ROlEGT ALL UTILITIES (ABOVE 4 BELON GRADE) FROM IKVASIVI: Pl.AKI" fflllffil AND ROOTS. 1st SUB MITT AL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SUBMITTAL: 05-03-16 GMP JOB NO: 15-044 ~ FOR IRRl~ATION AN!:) f'L.ANTIN6 QNl.. 'T', INC-1..UPING l'REG,ISE ~ATION OF PJ..ANTINI& HlE.A. FINAL. SUBMITTAL: 06~13-16 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED :BY, INSPECTOR DATE + A SEPARATE C.ITY REVIEVi AND APPROVAL 15 REGUIRED FOR ANY PORTIONS OF THESE PLANS r-tEGUIRING> A 6UILDIN5 PERMIT. C.IT'r' APPROVAL OF THESE PLANS IS FOR LAND5c.AFE PLANTING> t IRRIGATION ONLY. I. THE $EalRITY REL.EA~ LETTER~ CERTIFY' THAT HE OR 9Hf H,._S INSPECTED THE NORK AND ™T nff: PROJECT GOMPLIES 111TH 1HE FOLI.Ol"IIN,s, c.oNDITIONS, ~l CITY OF CARLSBAD 1------1----1-------------------,l------+--+---+---I ~ PLANNING DIVISION 1------1----1-------------------,1------+--+---+----I + PRIOR TO OC.C.UPANC-Y AND/OR 5EGURITY RELEASE THE LAND5GAPE ARC.HITECT OF Jl'IORK SHAL.L REYIEJl'I/INSPEC.T THE FROJEC.T AND PROVIDE A C.ERTIFIC.ATION LETTER, AN IRRl6ATION SC.HEDULE AND LAND5c.AFE AND IRRle,ATION MAINTENANGE SCHEDULE A5 ~GUl~D BY Tl-IE CITY Vi.ATER ORDINANCE. a) HAS BEEN MAINTAINEV IN aef>T,._NTIAL CONFORMA..NCE TO TH!: APPROVED PLANS. lo) I!> 6!<01"11Ni:1 IN A HEAi. THY AND THRIVIN6 CONDITION. ,) AU. PLANTIN65 REGlUIRED LINDER SEC,TION i OF 1HE LANDSC,APE MANUAL HAYE BEEN ESTASLI!!HED AS AN fFl"EC,TIYf !';\Jlsf'Ac:;E EROSION CONTROL. cl) THE!<e 15 NO EYIPENCE OF EXCESSIVE F1UN OFF Fl<OM T1'E ll<ll.16ATION 5'1"5TEM, C,AUSIN<:1 A 501L EROSION l'FI.Oel.EM. 1) AS-el/IL T LANP!GAPE Pl.ANS FOR THE BO~ ~ gpjlll.L Elc 5U6MITTeP TO ANC) ~ BT Tl£ CITY'. m gmpl;;.ncic'!lrci'1.,.om r SSB SSS 8977 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE TITLE SHEET FOR: GARFIElD CUSTOM BEACH HOMES 3806 GARFIELD ST, CARLSBAD, CA 92008 TS-01 APN• 204-2 0-04-01 8. APN, 204-270-04-02 APPROVED -1::::1 ~ ~ -'-. J..::,. H,, PLANNING DATE Dl'IN BY: PROJECT NO. DRAWING NO. CHKD BY: PUD 15-17 491-51 RVWD BY: B'-2" ' °""Fi'+,---~'~: I.L.---\ ~ I I ,, . 'I 'I ,, I ,. I • I ' I 'I ' I I •• I·.• I • I • I' I., I., I • I : ------------. .2x4 GATE FRAME AD.JAC.ENT rt,OD FENCE PER Pl.AH /x6 l'IOOD SLATS l'IITH Xi.' 6AP 6cMEEN &'lc.H 5LA T -A TT AC,H TO GATE FAAI-E 0FIN/5HeRA!,E ©COMPAC;e;, ~ AS ffR SOILS l<EPO~ ©HEAVY DUTY SEI.F CLOSIN6 ~V. eATE HINIS6 (!<EAR), Cl:N'TER H/Jlef BETl'l;EN TOP AAIL ANP SIDE FRAME, BOTTOM RAIL AND 5/Dl:Ff(AME ISA TE LOGKIN6 MECHANISM (REAR) FAGE OF aJILDIN6 2x4 i::,ATE !lffi/Kf, ATTAC.H NITH l."'65<:,REl15 NOlc, ALL ft;ODl"l::lR/< TO el; STAINED, VER/Fl' c;ol.OR l'IITH 0~ ALL l'IOOO F'ROl:IIJCTS TO BE, i<;//.N J:)11,/f;p 545 Rl:DrlOOD l"IIDTH PER PLAN EQ GONGFtETE STEPPERS f b'-10" O.G. MAX. ~ . r ::, \ ;; :: ' i:;1 l 1;:1 ·;: I '.'.: i; :1 L '.i .. .. L '.I 1::1 . . . 1::1 Cl 1::1 1'.:1 --~ .. . .. ' I~ :1 ':1 1: :1 1; ;I ''.1 ,: :, 1: :i 1: ·;i : :1 .. .. -. ' . . d, . /.c ' " ' . \ ' 1" ~ .. ~ 0,. "' .J "• .· . 00 ELEVATION C ~or, FENCE ON RETAININ6 ~L r b'-10" O.C. MAX. r I ' .. ' r :1 ~ i:. '.I I 1; :1 1;:i .. .:,: .. i::1 Ci -· ' .. ,,. 1'.'.1 1: '.1 :.:1 1-: :1 __ , 1;:1 1: :1 '-) i .__;...,, " 1;:1 1:: , .. , .. 1': i" '. I; ;I l;;I 1'. ;1 -' ,;:: -~ © i '"~ F ' . .· ' , _______ ,: -I"' ·'' -. J . ,.. ~ j --.2 4 -~ ~·· ' . ~· ' - • !,; ' .. --: r~~ ·--i- t, ELEVATION -----ADJACENT PROJECT-----1.- PROPERTY PROPERTY FL 4" eEC:.TION ----PROJECT PROPERTY 411 1.,1.,, 11 M!C::.TION PL I I I I I I I I I I I ADJACENT-----1-- FROPERTY D ~OP FENCE ON 6RAPE Oft ADJACENT TO RETAININ6 ~LJ. CARFENTfic."r" I. ALL LUMBER SHALL BE DOU~LAS FIR, NO. 2 GRADE OR BETTER, UNLESS OTHf;RV'tlSE INDIC.ATED. 2. ALL LUMBER SHALL BE MILLED, RESA~N, UNLESS OTHERl115E INDIGATED. B. ALL CONNEGTORS, ANCHORS AND AC.C.ESSORIES, INC.LUDING NAILS, SHALL BE F.ABRIC.ATED STRUC.TlJRAL STEEL AND SHALL BE HOT DIPPED 6-ALYANIZED. 4. ALL SURFACES SHALL BE PAINTED VilTH ONE (I) COAT OF EXTERIOR PRIMER AND TY'tl (2) GOATS OF ViEATHER-RESISTANT ALKYD ENAMEL. C.OLOR FINISH SHALL EE AS INDICATED ON PLANS. S. ALL 6ATE5 SHALL BE SELF-CLOSING l"IITH STEEL STOF'5. 6. INSTALL ViOOD FILLER TO FILL ALL IMPERFEC.TION5 ON ALL PRESSURE TREATED V'IOOD MEMBERS PRIOR TO PRIMING OR PAINTING. 0FINISH ISAADE 0PREC,AST CONc;1'E:TE SraoPE_fl;:,S.,_, COLOR SHALL BE N<', n.AAl ,,1,t:r i"V TOP CAST 119 FINISH ©~OUNDGOYEFI. P!:fl. PLAN 0i:;oMPAc::re, 91JeeRADE AS PER :CILS REPOF!:r 01"6 l'laOD SI.ATS 1'111\1¼' 6AP ec r,m EACH !ii.AT -A'tTACl'I TO l'COP POSTS ©FIN/SlfeAADE ©c.oMFAGTE!:1 91J6ef<AJ;E AS PER SOILS F5'0RT 04x4 l<fDl'IOOP POST 0coNCRETE FOOTl/'G, SLaFE TOP TO DAAIN MAY FROM POST ©PEA GRAVEL 9UMP G)RETAININ6 NALL, PEI< CIVIL FLANS NOTl:, ALL ~RK TO SE STAINED, VERIFY COLOR Nl'T\i Ori!ER ALL l'IOOP F'R~ TS TO SE!, l<.U.N DFI.IED S4S l<B:)NQOD +VERIFY POST TO RETAIN/NS CONNECTION '111\1 c:.!VIL Pl.ANS. +CIVIL DETAILS ~EDE THIS DETAIL 0,xe. l'tlOD SL.ATS Nlll'I¼' eAP l:£iie1't EACi'I SLAT-ATTACH TO l'IOOD POSTS FIN/51'1~ COMFAG'TED 9UeeRMiE AS PER ~U.Sl<EPORT 04x4 RWYIOOP POST ©GONGRE'TE FOOTINIS, SJ.OFE TOP TO i;MiN i'iltAY FROM POST 0Pl:A 5AAYEL 9IJMP 0RETAINll'IS l'IALL, l"EI< CIVIL FLANS NOTE, ALL l'IOOO~ 10 BE STAINED, ~l'Y COLOR l"ilTH OMR ALL NOOP FROO\IC, TS TO EIE, KILN DRIED 54-S RECll'ICOO CONSTRUCTION NOTES $fNEAAL CONSffl.JC. TION NOTE ALL MATERIALS AND METHODS OF INSTALLATION SHALL BE Pl;~ "G>REENBOOK" STANDARD SPEGIFIGATIONS FOR PUBLIC, Y'lORKS GONSTRUGTION, 200B EDITION, UNLESS OTHE~ISE NOTED. THE COK"IRAC,TOR Sr!AL.L WNTAC.T AND Svl'IEDIJl..E ~ITH Tl'ff vi rr THE FOLLOl"IIN6 MASONRY INSPEC.TIONS: I. CONc.RETE FLAT~~K FORMING. 2. CONC.RETE GOMPLETION. e~ADIN~ AND O~AIN.A~e NOTES I. ALL 5URFAG-E DRAINAG-E TO BE AYiA'Y FROM ALL FOOTIN~S, FOUNDATIONS AND EILJI\..DIN'~ 11Al..L5 AT MINIMIIM OF 2%. 2. CROSS SLOPE Ml.KS AND PAYIN6 2% MAXIMUM, UNLESS OTHERY'l15E NOTl;D. 9. SURFAC.E SLOPES SHALL 6E A MINIMJM .. OF 2% TO DRAINS IN ALL PLANTING AREAS., . 1-- \f) D _J ill lL li <( \I) 4. SPEC.IMEN TREES SHALL BE IN PLACE PRIOR "' TO INSTALLATION OF DRAIN LINE. DRAIN LINE',: PLACEMENT SHALL SE ADJUSTED AROUND TREES. ' /T• 1., -~} .... / {:'° . ,;,· i .... , .. , .. -1 .T. ! ('", PA PA ',_ HEMLOCK AVE. 225 HEMLOCK 204-270-04-01 PAD= 61.30' F.F. • 62.00' FQOJPRINT • 1358 S.F. ) PA DASHED LINE INJ:)IC-ATES 6UILDINI& 9ET6~C-K \!p I ,pA e===--=-·-,s=··--·=··="=-------=.-.-.-.=--,-=--,----""=---=l ' •...• ,,,. :.:J GARAGE )' I :::2 "" ' -.. ". , .. -' ! ... ,:;:;;·;;;;·, :;04£.~Y, ,·~;~;;,;, I I ' ! i: : :,; ... J: : : ! . ' i <., GARAGE S . b. LAY DRAIN LINES YilTH 2% MINIMUM FALL USE RIGID, NON PERFORATED DRAIN PIPE. NO C.ORRL/6ATED T'l'PES 15 TO 6E USED. ROUND TOES AND EP6ES OF ALL SLOPES. CONTOUR SLOPES 6ETi'£EN Y'IALKS AND BUILDINGS. DA:iHEV LINE INDlc;.ATE:i 6UILDIN~ 5ET6AC-K DRAIN Sri.ALES ARE TO 6E INSTALLED eETYiEEN BASE OF SLOPES AND YiALKS, PAVIN6 AND BUii.DiNGS. l fi6ER TO CIVIi.. fN6INEER DAANINGS FOR ADDITIONAL ~5 AND INFORMATION. VERIFT' ON~SITE AND REPORT DISCREPANC.IE5 TO LAND5CAPE ARC.HITEC.T eerORE: START OF ANY ~ ON THIS CONTRACT. ViHEN PE:RFORATED DAAIN PIPE 15 SPECIFIED, PERFORATIONS IN PIPE SHALL FACE DO~N~ARD IN ~NCH. VERIFY ALL INVERT El..EVATIONS AT PROPOSED TIE-INS PRIOR TO INSTAI..I..ATION. MAKE ANY ADJUSTMENTS AS NEC.E55ART' TO ALLOVi 2% MINIMUM FALL FOR REGlUIRED DRAINAG>E OF LINES . 10. ALL TOP-OF-GRADE AND INVERT ELEVATIONS INDICATED ARE APPROXIMATE. VERIFY IN FIELD TO INSURE 296 MIN. IL CONSULT OY'lNER FOR F5 OF ENTRY 5TOOP IN RELATION TO FF OF BUILDING. ENTRY STOOP TO BE A MINIMUM OF I" BELO~ 511JC.CO SCREED5. 12. CONTRACTOR SHALL ENSURE THAT EARTH MOUNDIN6 DOES NOT INTERFERE ~ITH SViALES DEPICTED ON CIVIL ENGINEER'5 GRADING PLAN. 13. MAINTAIN 12" MINIMUM COVER OVER ALL DRAIN LINES. +NOTE, MAINI.INE 9FIAL.L Bf l.OC-ATED OUTSIDE THE STREET RloHT·OF•l"IAY, TYP. Fl!..f~om 0 AP.JilaNT WNC-P-fTE PAV//1115, AS PER CONS~TION PLAN ~" FELT EXPANSION -Xl/NT 11:l /<eM CONT. AT NOSE OF l=ACH 9TEI' 12" l-lN., SEE PLAN 5" 0te Re.AR 24' O.G. eoTH NAYS; HOLP IN GENa OI' POUR ANP A MIN. OI' ~• CLEAR FROM l:PeES @w1t;, STEPS • 00/.0R TO BE DAVIS COL.OFl!5 \fllX.IEE 18/0'I&' I'll TOP GAST 113 FINF.i'I 0cOMPAGTED ~ AS FER 50/LSREPoR'T 0114 OOrEL 15' !.ONei, SLIP .JOINT O/'IESl1'E @RETAINING-/l'IALL PER GIV/L 00/NEel<'S PLANS NOTE, 9EE CON:,111WCT/ON PLAN FOR COLOR i'ND Fl~ISH OF GONGRElE ~ CIVIL. ENeffiR'S PLAN FOR l'llteFI. Or F<l!EFG RISER i'EleHT Mi'IY VAF<Y ~ 5" TO 1" ~I> ON Tl£ I. 2, B. 4. 5, ti. 1. 8. GI. 10. 11. 12. CONC.RfTE SHALL HAYE A MINIMUM COMm:551YE STRENi&TH IN 28 DAYS OF '3POO PSI. C-EMENT SHALL BE TYPE I. USE ONLY 3/4" AGGRAGATE, C.ONTRAC.TOR SHALL INSURE MIX FROM BATC.H PLANT 15 FREE OF DELITl;RIOUS MATERIALS REINFORC.INi;, SHALL C.OMFL Y Y'llTH ASTM A615, i&RADE 40 OR TO NOTES ON DETAILS. NO PIPES OR DUC.T5 SHALL BE PLACED IN CONCRETE COLUMNS, V'lALLS OR SLABS UNLE95 SPECIFIC.ALLY DETAILED. REINFORC.INi& DETAILING> SHALL C,ONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL Of STANDARD FRAGTIC.E," LATEST EDITION. ~INrORC.IN(;, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALi.. 6E S~U~I.. Y HEl..D IN POSITION PRIOR TO PLACIN6 C,ONC~. AALLS AND C.OLUMNS SHALL BE DOY'i:LED FROM SUPPORTS VilTH 6AR5 OF THE SAME SIZE AND SPACING>. SPI..IC.E C.ONTINUOUS REINFORCING VilTH 40 DIAMETERS MINIMUM LAP, ALL EXPANSION JOINTS SHALL RECEIVE 1/2-INCH PRE-MOLDED FELT MATERIAL INSTALLED ViHERE INDICATED, AT ALL BUILDIN6S, ViALL5 AND FIXED IMPROVEMENTS. ALL EXPANSION JOINTS SHALL REC.EIYE 1/2-INCH THICK SEALING COMPOUND. COLOR TO MATCH ADJACENT 9.IRFACE COLOR. ALL CONCRETE AALKS AND CONCRETE AC.ROSS DRIVES SHALL RECEIVE A MEDIUM BROOM FINl5H, UNL.ESS OTl'IEMSE INDICATED . C.ONTROL JOINTS SHALL SE TOOLED 1/4-INC.H VilDE B'Y 1/4-INC-H DEEP A5 INDICATED. rEAKENfD PLANE JOINTS 5HAJ..L 6E 1/4-INCH VilDE BY' 1/2 SLAB THIC.KNE55 DEEP. PA PA 6" ~AP 6ETV'IEEN , .. 1ST!if'FERS, THIS ! SIDE ONLY ! HOUSE#2 \ 235 HEMLOCK 204-270-04-02 PAD= 5B.60' F. r. • 59.:JU' FOOTPRINT= 1409 S.F. NOTE, FENC.IN\:> ffiANSITION FROM 42" HleH TO b' Hlc&H Ai FRONT 'Y' AR!:) 9ETeAGK LINE SCALE: 10 1 n -10' 20 CONSTRUCTION LEGEND, I PUlLIC: S/tl!W,JJ(, FB< c;/V/L $/NEER ::I llllMWIY N'l<"1I\ !'ER ™L Ellm:ER !! WIS I@ eumR, AaF< CIVL ~ _. Ml!r-Gl'·l'l'IY 1/lE s ~LINE 5 1'1<AIINE PB< CM. EN&IIER 'T 6'/ffll N:XlDNINYL Fll'IG/M6 ON~ 9i:I: P!:Tldl"""""' I> 42' HISH "°"11/VINYL FEllvl'l5 ON lffi/\!lE • 9!;!; llflll/L l7/LG<II "I 6' ti/SH Y«XIDN/tn'L fl:Nv/M6 ATC!f' m. l'l,IU-5Ef DETAIL~ 1,:,. 42' HIBi/ /itlW/Vlffl't. ~lfiS AT/JP m. NALL· SEE mll/l. lil\,G,QI II ~ft EHTRf S1EfFEkS , STAIRS· Sl:E llETAIL ~ I:.! l'l<OP0!IED RETAIN/NI, i,ALL l'EI< v/VIL 91reR Ill b' H!ell l'R/Vl,1'.E '(l«J AGGI$ 6"111: • 5fc DfT!,/L MG-a I◄ -42' HIGll FIWA1E 'f/l({D f,QL!J; 6A1E • 9a: ilfTAIL ~ 1st SUBMITTAL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SUBMITTAL: 05-03-16 FINAL SUBMITTAL: 06-13-16 Oil"l'Mr«;;~ lfl aEVAflCk SE i/EEN L.ANl'illes (PER CIV/~ ~ Mef<S IN A 6/VEM T +NOTE FINAL AS·6UIL T PLANS l"IIW.. 6E R.Ec.ll.llRED TO 6f REYIEV'i:D AND APPROVED 6'1" THE C,ITI' AND FINAL PLANS l"IILL SE R.Ec.ll.llRED TO 6E A~VED AND Sl6NED 6'1" THE C-ITY PRIOR TO REL.fASE Of SEC.URITIES. GMP JOB NO: 15-044 OF STAii<.$ S1'!ALL. HAVE A CONS/SmT 1£1/llHT. RCE __ _ EXP, __ _ DATE REVIE'w'ED BY, D, .T.. e CANTIJ.eYEfitEt) CONCRETES ~ FQR. l~l&ATION N4D PLANTINS ONLY, INCI..I.ICIIN6 F'REG-19E LOCATION OF PLAN'f'll\5 ~- INSPECTOR DATE +NOTE, ALL HARDSC.APE ELEMENTS SHALL 6E DE:ileNED TO DRAIN ALL l"IA TER ENTIRE!. 'I' INTO AN ADJAC.ENT LAND:>C-APED AREA. :ilTE IiRAIN,¾E NOTE;,, I. ALL SURFAC-E DAAINME TO SE Al'1AY FROM ALL FOOTIN6S, FOUNDATIONS AND ElUILDIN6 ~LLS AT MINIMI.IM OF 2%, 2. C.ROS:i SLOPE Y'4ALKS AND PAYI~ 2% MAXIMl,M, UNLESS OTHERY'ilSE NOTED. S, 5/JRFAC.E ;,LOPES SHALL 6E A MINIMUM OF 2% TO DRAINS IN ALL PLANTIN6 AF<EA:i, c.,~;;t 1 ·osHE2ET I crTY OF CARLSBAD I S1HE0ETS I ~fl' l----+---+--------------f---+---1---+---I PLANNING DIVISION m 4010 Sorr2nto Vtii:e:; B\:,t ~~uite 200 Sar, D 'eqo. (j\ 92121 gmpkindi.!rch.com T 058 SS5 3977 LANDSCAPE CONSTRUCTION PLAN FOR: GARFIELD CUSTOM BEACH HOMES 3801[, GARFIELD ST, CARLSBAD, CA 92008 f----l---1---------------+---l---4--+----I LC-01 APN1 204-27:0-04-01 I!, APN, 204-270-04-02 APPROVED I -t:1i~1--G:,-1,-,. ~ PL._ANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PUD 15-17 491-51 OTHER APPROVAL CITY APPROVAL RVWD BY: IRRIGATION Jv!ATERIAL LEGEND (PRIVATE LOTS) 5'11'13/JL MAHLl'ACT. MODa. 11::l. / DB,Rll'TION DETAIL ® PO.C. CCWEC;T DO/'tl5MAM OF 11£ el<l51111S ;l/4' OOM311C M):n;R, 'M<Pr' 51Zl:, LOl,IITICN, AHD ~ IN FIELD, N1111 C1111ER'o M.1-o:l MtlORIZE11 REFl<ESEtlrl\11'/E A<ICIR 10 GOM!ffl;IH5 NOi<!( .... GOLONIM. VPJ.VE 001 ~ES ffif Ulllc;ll 6m VAi.VE, LIIE 51ZE. B/J.1--02 ® l'llLKINS 500-!t.R Sffil!:5 ~ REPIJC,lt., VM.VE l'tllli IO TO 125 PSI 9f'RIH6 IWlllE, 5IZf ~ ~ SETT\11> i'6 Nlml/. C,1..l-02 ~ Htl!ER tW1ER ~~~mooR MGU(1' IRR~TION ~ INST~ IITHIN ~VEffl'I' ACTl/i'I. LO!iMIC.ll IN D,\.l-o2 R6.D l'illll za, ~ATIVE. :W4.I. !£ IF.fD IN u::tl.lNCTION l'illll -sm:; ET~ BaOl't. IEI IIMl1;R 50IJ,R-5'1'Ni:, E'I ~ t-lO'MI' TO fAVE OF eLD6. ,1,111) l'lr.E 10 GOllfflOIJ.l3< l'f!( MANlfACTWR 1~110N5. ~Pf ACT\IN. I.OCI\TION IN f mH ortlERS AU1HCRIZB7 k&REL, rMIVE. E/1..1-o:2 NO S'l'MllOL WI\ l20 VOLT B.f(;Tl<lt;AL POl'fR, l'ROVIPW BT el.fC1'llCIAN, VIRIF'r' ACTlhll. LOCllllOH IN FIWI NIii ~ RAINBIRD X,l,C,Z·xxx ANTI-SIPHON lll'l1' ~ES~ Rf&}.Ttl, ~ V/>4.VE 5121: 16 5HOl'tl, INST/>4.L 6' H!IJvl:. H16H13T C!JTLET fl,/lD PER MAA.f~lm:RS 5fl;C,lf"IITIONS. VM.Yf3 !iHALJ. 1iE IRS1AU.EI1 IN MIINIFOWS !50'.AlB:) Fl1llM 11£ HIIIM!.11'1" BT A IWJ. V,11.Vf.. 5121: BAU. V/>4.YE F!'R 11£ ~T FGV IN TIE MANFOLD. r/\.1-c.i e flU,Ol;R ASV·IOI-CC ANTI-511',U RtMOTf c;GfflROL VAi.VF., MN HE/\Jl5 /ff. Ull'tEI< 11-b',N FGV 6,\J-02 ~ H\Ml:R P6V·IOIA-GC, i\N6LE VALVE FOR IJ:f MN IRRl6"'TIOII HE,t,J)5 N<f. H1611ER THAN f?!.V IN ~TIOM l'tlllt KN1cR IITMOOPIIERIG U/U-OS VAGilA'l ~-INS1i'i!. AVl>-100 i',~ V,'GWM ~ FIR MAN.f. ~I\TIORS, 6' /v!O'IE tletEST G1/11.ET, SIZE AS 5HOl9I. CRl:51.11£ reT PVC PIPE ;l/4" • IV2" CL. 200 "'5 L,\11:RAL LIHl:S 12' !lfl.Ol1 ~ HA.1-o:l --~IN::l'eT PVC FIFI; I' SCH. 40 l"1 MAIMJIE5 t~• llllOl't 6Rt\Df. HA.1-u.2 --Gl<lail.lt£ rtEST PYG PIPE SCH. 'iO 1'6 51aVlll'S, 1\'ICE 11£ lllAME'lcR OF Pff CIR PIii!; B1MR.E ~ FLAGE Ba.0,1,11.1. F,\~, IILl-02 ---HAADSC~fli! ..W AfJ D~TED ll'I' oriNER'5 ~m, l<LI¾.!:Cl\,,,rlVE. l!Qfuld.J. P'IC 5Llf'IES l.taR V£NIGULAA PAVIKS 5CH. 00. NOS'M30L ,\5/'fflt)'{@ IW-X,, M6 H.!.11-STRAND IRRl611TION GON!ROL ~REGT IIU<I~ UL.~ PER GOliE. ltll13ER OF MJLTl-l'IRE NIA :,TIWu., :,IIALJ.. l:f M W..T 11m I'm 1WIN OF VALVE TMIONS F!'R PRIVA'll: LOT. NO ol'l'llO!. 51'1:AAS D5-'JGIO Pl<f-FILLID l'tll<E COMCT~ i,a, 00 ld.J. l'tll<E WNIEGTION5 JA.1-o:2 I PRIVATE LOT GALI.OUT I @STATIONI VALVE SIZE 6PM SYMBOL MAN.fAGT. 1'10l1EL NO. I llEGRIPTION DETAIL EJ HJll1ER F~l2 DRIP lUBIM; N' b 6l'H EMITTERS 12' Oii CEl!TER, INST,11.1. TIEIN6 FDl'tS A IW(]MJol OF 16" ~~ IN Pl,ANTlll& MV6. K.L,M)'\O AIL 11151N6 :l'W.I. BE INS1AU.Ell 3' eELON Mll.GII ISRADE N' q• l'tRI: ST~ FIVE (5) Fm ON Gal1cR; vERII'( 11£ LAYOUT AND Ll-o2 4 Ll-o3 . 5FACIN6 IN THE FIELD PRIOR TO 5TAATIN6 Pm. @ HJll1ER FLD flTTIMiSS FOR CONl£t;TION 6E1l'fEI P'IC LATBW. !IEACIER Lite, ANll DRIP TIIBN6 Gl,R/1..1-o!l NOS'l'MllOL flJll1ER AU. ~Tlw.; liETl'fEN DRIP TllllN6 SHAU. 8E HAI;£ USIN6 Fl.ll flT111196 Gl.R/Ll-o9 ®® l-llK1l:R 5CHM NIPl'LE l'tllll FGB-50 ~ cotfl'IEII TIN6 lRIGKLE PATTB<H EIIBlll.£R, EJ.CII 5'l'Mlvl. kifkES.n ,:, '!NO ll\.l3BiERS PER T1'EE ISl'M, 0~.00) !'SI, 90 :f'AGlt.>, 5 FT Fil.I-Ge (E) AAIH61RD PROVIDE II FLD Fl.IS-I i~ 11T EIID OF DRIP Dl5CH,I,~ 111:Af)fR ~N6 PLD FIT11N6~1\LL fLIJ5H VAL VE IN51PE A !:l:PAAATE T/L~ V1'J.VE BOX, ct£ AT EIICH 00 OF TIii: Tll:llKS FQ.IE IN E.IICH lllREGTION, INSTM.L 15' PA~ @ AAltelR!l AA VALVE 1(11,Al'WAGWM te.lEF VAL\/f., INSTAl.lfP l'tllll A COl'EIN.',TIOII 1cE. INSTM.I. All< ~IEF ~1' INSIDE A 6' SILl-oe ~ Viv. Vf. eox AT 11£ Hll!il-l POINT C!F !:J'al ffl 1'11L TIPlf ~ SIW.I. ee REGUll<ED PER RCV, VERIFY caJANTIT'I' PRIOR TO STAR~ rm:, ffiTAI..L VALVE 60X 10' PAVIN& AltD I\T Hletl POINT C!F Pl.ANTER i'llfi', PRESSURE LOSS CALCULATIONS WATER TYPE POTABLE WATER HYDRAULIC GRADE LINE 248 DATE 4/14/2016 METER NUMBER HOUSE1 PROJECT llsRFIELD CUSTOM BEACH HOME METER SIZE 1" JOB NUMBER 15-044 METER ELEVATION 61 LOCATION CARLSBAD, CA STATIC PRESSURE 81 CLIENT RINCON REAL ESTATE GROUP VALVE NUMBER CHECKED 4 CONTACT KEVIN DUNN (949) 637-3254 GPM AT VALVE 4 PREPARED BY SBW, GMP PUMP PSI 0 WATER DISTRICT CARLSBAD WATER DISTRICT SERVICE LINE 1.12 WATER METER 0.50 WYE STRAINER 2.00 BACK FLOW PREVENTER 0.00 MASTER VALVE 2.50 FLOW SENSOR 0.50 MAINLINE 0.30 ISOLATION VALVES 1.40 REMOTE CONTROL VALVE 1.50 LATERAL LINES 2.00 HEAD LOSS 0.43 MISC LOSSES 0 SUBTOTAL 12.25 FITTING LOSSES 1.18 SUB TOTAL FROM ABOVE 12.25 REQUIRED PSI AT LAST HEAD 40 TOTAL 53.43 STATIC PSI 81 BOOSTED PSI 0 . PSI REQUIRED 53 RESIDUAL PSI 28 HEHLOGK AVE. ~ "-',: \S) D _j w .::;_ lL oc <( \!) ''" ~-· .-:-·, ' TABLE:A POC "x" 1" ROAD STATION 5+88.5 SERVICE LINE 1" WATER 1YPE POTABLE WATER WYE/ r:-J 1" BACKFLOW ENCLOSURE MODEL# BACKFLOW 1" MASTER VALVE 1 " FLOW SENSOR 1.5" STATIC WATER PRESSURE 81 PSI DESIGN WATER PRESSURE 54 PSI BOOST REQUIRED 0 PSI MAX DEMAND 4 GPM SET POC REGULATOR AT 53 PSI ESllMATED AREA SERVED 1521 SQ. FT. ESllMATED WATER USE 0.06 ACRE FEET PER YEAR MAXIMUM ALLOWABLE WATER USE 0.08 ACRE FEET PER YEAR WATER SOURCE CARLSBAD WATER DISTRICT (760) 603-7351 - WATER SOURCE INFO OBTAINED CITY OF CARLSBAD ELZBIETA KARCZEWSKI (160) 603-7351 1/1412016 CONTRACTOR SHALL VERIFY LOCATION AND \NATER PRESSURE BY DIRECT MEASURMENT IN 77,E FIELD. IF EXISTING PRESSURE IS NOT STATED ON PLANS CONTRACTOR SHALL NOllFY THE OWNERS REPRESENllVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING OF INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISllNG STATIC PRESSURE IS BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILl1Y OF 77,E CONTRACTOR. \\llSCA \ terson MAX. GiFM FOR HOU5E 'I ~P.O.C. 15 4 GFM. P.O.C LOCATED AT STATION 5+BB.5 MAX. GiFM FOR HOUSE #2 r---P.O.C. 15 4 GPM. F.O.C LOCATED AT STATION 6+55.5 6+00 + ' + ···i•>" ---- MAINLINE SHALL BE ~· LOCATED OUTSIDE THE m ... STREET RIGHT-OF-V'lAY, TYP. I!· 10 5 0 10 20 ~~--I 30 I MAINLINE SHALL 6E LOCATED OUTSIDE THE ST~ET RIGHT-OF-V'lAY, TYP. +NOTE, MAINLINE SHALL 6E LOC.ATED OUTSIDE THE STREET Rl~-of-M'Y', TT"P. SCALE: 1" -10' NOTE, ONLY LOV'l VOLUME OR SUBSUR.FAC.E IRRIGATION SHALL BE USED TO IRRIGATE ANY VEG,ETATION V'llTHIN 24" OF AN IMPERMEABLE SURrAC.E UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESl&NED AND CONSTRUCTED TO TO CAUSE V'lATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. +NOTE, AU. EXISTI~ TRE:ES ON SITE l'ilTH LE55 THAN 12" C.ALIPER SIZE ,Afij: TO 6E REMOVED, IJNLESS OTHERJl'ilSE NOTED. ALL ~ES ON SITE l'ilTH 12' C.ALIPER OR LAR~R SHALL REMAIN IN PLACE. +NOTE, A ROOT e.ARRIER Sf-lALL 6E OVER OR ADJAc;OO TO ANY UNDER6ROUND DRAIN LINES AS A i"IEANS Or ~OTEC.TION MA.INST ROOT INTRUSION. FINAL LOCATION OF ROOT 6ARRIER(5) SHALL BE DETERMINED DURIN6 CONSTRUCTION +NOTE, FINAL A5-El!JII .. T PLANS l"llLL BE ~GUIRED TO 6E REVIEl"lED AND APPROVED 6'1" THE C IT'Y' AND FINAL PLANS l"llLL 6E l'EGUIRED TO f:JE APPROVED AND 51iStNED BY THE CIT'Y' PRIOR TO RELEASE OF SECURlnEs. GMP JOB NO: 15-044 Af'ffiOV6' FOR l~kGATION AND PLANTIN6 ONI.J'.. INC;J.JJPI~ PRECISf 1..oCATION OF PI.ANTIN6 HiJ;.A, 1st SUBMITTAL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SUBMITTAL: 05-03-16 FINAL SUBMITTAL: 06-13-16 "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY• INSPECTOR DATE 111!1 ,.altt1+ ~ CITY. OF CARLSBAD I s.lHEOETS I •,>£// l-----f--+----------------11----t---t----t----i PLANNING DIVISION LANDSCAPE IRRIGA 1/0N PLAN FOR: GARFIElD CUSTOM BEACH HOMES ~,., ~ }"' -0 C, /4010 Sorrerto VaH-ey r:rvcL S1i:t2 ::200 3806 GARFIELD ST. CARLSBAD, CA 92008 Ll-01 APN, 204-270-04-01 B. APN• 204-270-04-02 ..... .., ' . ~ .,__ -·- Sari D!e_:;:io, CA 9212·1 gmpkindr:i;rch.cam T tl-SB 558 BS71 DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DAlE INITIAL - OTHER APPROVAL CITY APPROVAL APPROVED I~ Bl --G,-i,.:;-" f ...., PLANNING DATE I -I DRAWING NO. DWN BY: PROJECT NO. CHKD BY: PUD 15-17 RVW[) BY: 491-51 NOTE, M, ~ !ilffl.'I' LI~ TO tt:iWE ----~ WJILIN: TO fflG>'ITIClN SYSTEM ie FITT!lk, IISTALIBI Ell' PllMER ---~ VN.Vf, IJOX /IF 001Nl 6RA&£) --~ SGH. flO PVC OR BRAS6 NIPPLE TIP. '-----SGtL eo PVG OR eR,\56 IMIOII IRRl6ATION MAIN.lit:; !'ER LE600. ~-IW.!: AI/Al'll:R TIP. ~ !ilffl.Y LIIE ~ i'ETEl'I. ~---Rl"6LIJ.TOR, PER 1.f61:N!). ALL 1lffill?!l:1 GON£!;TION5 TO Ill.VE 1ffl.ON TA!'E OR Pl\51!:. POINT OF CONNECTION (PRIVATE LOTS) SCA!., ~.TS. ~----1-WillN&~ -~-----------mro l~ATIOllGOl!TROLW! .. -----------------~N~N1Hua.ETIE ® ~~~;~ER SENSOR MOUNTED ON EAVE · .. 4':.·4_: -~<1. 4-._ :. -- DIMENSION· PEDESTI'I.IAN A e C. D B" OR LEOO DIA. 1e11 le" If>" b" DIMENSION• VEHIC:LE A B C. D b" OR 1.E!:>S DIA 9e,11 24' 9611 b" lll<lacl,5' Ot. Mill ,--PAYIN$ !:IACKFII.L SHOULD 6c F'LACED IN 6" LAYl:RS AND TAMP!:D f'EFI. G!:OTECHNIC.AL EN61NE':!:R R!:COMM!:NDATION5 ON (02•2a-12) 'THE GONTAACTOFI. MAY UTILIZE NATIVE ~ILS FOR BAc.KFII...L. BACKFII...L &HALL MEET THE GUALITY OF MATI:RIAL AND ~ IDENTIFll:l:> IN Ti-IE IFI.FI.IGATION 5F'EGIFIC.ATION5. THl: CONTRACTOFI. SHALL F'ROVIDf l'fe.lTTcN OOC-UMENTATION TO 'THE CLIENT ilofAT !:IACKFIW. MATERIALS ARE IN COMPLIANCE l"IITH THE IRRleATION SPEC.IFIC:ATION$, SLEEVE INSTALLATION, POTABLE SCALE, N.i.S. NOTE: ALL PY C SLEEVES UNDER VEHICULAR. PAVING SHALL BE SCH. 80. F NOTE, ~--FINISH eRADE IN TIJF!.F AREAS ~-PI...ASTIC. RECTANGULAR VALVE BOX l"ililof BOLT ~N COVER, U5E 5TAINJ.E5S 601... T, NUT, AND l"IA51'1el'<. eox TO Bl= PJ.AC.EP AT f<l&HT ANG-LE TO HAl'P5C,AP1: !:Dec. HEAT BRAND "BV" ONTO LIO. --MAINI.INf:, DEPTH A5 PER ;,Pl:C,5. ~-~ 211 MIN. ~----3/4' ROCK, 2 GUl:!IC, FT. ~-------I...ANDSC.APE FABRIC. eox TO 6e IN5TAI.IJ;I) TO ALJ.01"1 f'OI'. f'1'10F'i;f< ~TION OF 6AU. VALY!; HANDL.E. IN:!>TAI...I... AT RleHT ANeL.c TO HAR179CAI"!; ED~E. INSTALL VALVE l:IOX EX1ENSION5 AS REQUIRED TO AC-HIEYI: A'<.OFl:R VALVE INS>TAI...LATION AT MAINI...INE: c,f:PTH. ALL TH!<EADED CONNl;C,TIONS 5HALL HAVE reFLON TAPE OF< PA5TE. ..-------------~lcR PROC-1" GO!OfC,TIOllO OF 2) ,..,'b.,------------1IO-IHCII UIEAA LfN61H Cf lff, COILED ,,.--------5Gff. ll0 HIPPLE O (}f ,J, l.001!1 AS IEGI. ,,---------~l&LATGIF,!iEELEfflP FQRffiS ,,---------IN-LINE FIL$, !:EE LE6!:N) FOR ms ,,-------BAIL VM.VE, 5EELE6ENPFCl<:ffGS ~-----lteT,IU. 6--IMCH Mlli. "4YM ff!l!lelT CVll.ET ------WAADIATIONFif515TAAT PVG SCH a!O Pl'E O OF 2) -----rn~~Cfl'IWI ~~!'4\cl-✓ PVC SCH40 EU. 0 (Jf ,J @~ P'l<,~N.llt: -NOTE, ALL ~ CCltffi,TIONS TO tlAVf 1EFI.OII TAPE CIR PAST!:. ANTI-SIPHON VALVE: FOR DRIP ZONE:5 ~---LOI/II VOL TA6E ll'IIRES, 9 MAXIMUM OUTER CASE OF C.ONNEC TOFI. STRIP AND Tl'•IIST il'IIFI.ES FOR PROPER CONNECTION 1"111<.E NUT NOTE, IN51"EGT, TEST, AND VERIFY PROPER SYSTEM CONNl;C,TION 6EFORE INSERTION INTO 51:;AL.ANT C.ARTf':IDei:;. DO NOT Re!JSE SEAL.'INT CARTf':ID5ES. NOTE', ,--------FINISH eRA!7E IN "MF AREAS ~--~--PLASTIC ROUND VAL.VE eox l"IITH BOI...T DOl'lN C.OVER, IF.,E 5TAINJ.E55 OOLT, NUT, ANt1 l"IASHER. OOX TO l:lE PLACED I!>" Ffi!OM HARDSC.API: EP~. HEAT 6AAND "PRY" ONTO LID. ~-~ REOOLATOR, SEE LE5ENO FOR SPEC:.IFIC:.ATION :Th~~ FINISH eRADE ~-IN 9Hl'<U6 AREAS . ill 111 . PYc 5CH e,o T.o.E. 111= =ITT NIPF't..E, B" MIN., 2 REG. =Ill= USE 4S Dcel<i;I; l;J.L.5 TO A<-Hll;YE MAINLINE Dl=FTH FROM SUPPLY SIDE OF THE l'RESWRE RmU!.ATOR ASSEMEILY. ALL ~D ClONNEC-TIONS TO HAVE iEFI...ON T/1\PE OIi. P/lillTE. MIN. 6' N!iOVf. Hlflll!ST CVll.ET 11111--11111 111 -11111 11111 PVC SGH. 80 Hffll: ~1!1 A511!!1:---I 0 Cl!' 2) PVC LA~ LIIE 1'1'111, Na!E, 11111 - II 1111 llf\11:lffOr:lf IIIRE GONHl'J:.T~ (:l TYP J -~/50'~.00P /FINl~6RADE l 12' MINll'IIH \ I LPvc~~ \L ~T :lC!I. 40 FITT1N6'ii AU. Tifl&.tlEli CCltffi,TIOll'i TO HA'/E 1EFI.OII TAPE CIR P"51E. INST.I.LI. VN..VE i\H!l l<l!i'RS F!aRl'B()IQW TO Flftl!Hll 6RAOE. 0 0 NOTE, ~ l;R;LQ:ffl: /'6 PER MANflGTIIU.S Fil.'W1'£NIIATIGIN .,.--~ ff!: LE6eD FOR !iPEGlfl(;ATION. 120 VQI.T ~ 511'!'1.'I' 1H .1-flO)\ ll1' ~ RlelP EJ.EGW.l!;AI. GOIIOOT TO AAIN !iEN!iOR OF fi!FIS>J IN 1<!61P GON!llff TO EXTB1JOR BIIIDlll> Ml.I. TIRQ/6H JflOX WIIDIKS FLOQ;t ll1' 01IPS IN5TJILL ~ 1-6 IIIPIGIIW f!R PLAN 11'1,1,!M'AGTI,g'S ~ATION. l14:ll'TE IRS AND SlEVE Tif<OVGII 11',LJ. TO ~TAHSll.AR l'IU. eox AND~ TO "1BTMT ll1RE. ® ~;~~OUNT CONTROLLER NOTE, ~-FINISH e;,FI.AJ;>E DIMEN510N A 1/2" TO 2~1/2' IN SIZE Ill" 9' IN SIZE ,2411 4" AND LA!<el':R SO" 6 1,211 X X C 6" 6" 6" BACKFILL 91-!0ULD 5!': Pi...ACED IN 6" LA"l'ERS AND TAMF'ED PER. ~TEC.HNIC.AL ENelNccF< FI.Ec;OMMENDATIONS ON (02-25-12) THE CONTRACTOR MAY UTILIZE NATIVE :>OILS !'OF< eACKFII.L. l:lAC:KFILL 5HALL i"EET 71,fE GUALIT'I' OF MA TEFI.IAL AND 1'1ETHODS IDf:NTIFIED IN THE IRRIGATION SPEc;IFICATION5. THE WNTIV.c;TOR 5HALJ. PROVIDE il'lf<ITTEN ~ATION TO THE CI-IENT THAT !:IAl;Kl'ILL MATEf':IAl.5 Al'tE IN C.OMFI.IANCE l'IITH THE IF!l'I.IGATION 5l"laell'ICATIONS. PIPE INSTALLATION, POTABLE e,ENERAJ.. (S,MF IRRl6ATION NOTE5 I. 2. :3. 4. S. 6. i. e. 10, AJ.L LOC,;'111. i"I.INlc:;IPAL AND 5TATE LJw'IS, RIJI.E5 AND RE6'ULATIONS OOVfRNIN6' OR RE:LATIN6 TO ANY PORTION OF THIS Jl'iOF<.K ARE HEREBY INCORPOF<ATED INTO AND MAtlf A PAF<.T OF 11-IESE 5Pf;Clftc-ATION5 AND THflR F'F<.OVl510N5 9HALL 6E C.AAAIEJ;i OUT 6'!'" THE CONTRAC.TOR. IN CA5!: OF C.ONFI.ICT BEMEEN THE 9PEC.IFIC.ATION5, D~IN~, AND/OR c.ot>E, THE MORE 5TRINeENT ~IREMENT 5HALL PREVAIL. THE CONTRAC,TOR. SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIE5, 5fflJCTIJF<:E5 AND 5EF1.VIC.E5 6EFORE C.OMMENC,INiS ViORK. THE ~ATION5 OF UTILITIES, 5TfWC.TIJRE5 AND 5ERYIC.E5 5HO~ IN THESE PLANS ARE APPROXIMATE ONLY. ANY V15c.FIEPANC,IE5 6Ell"il:EN M!'£ PLANS AND AC.11JAL FIELD C.ONDITIONS SHALL BE REl"OF<:TED TO THE OY'INEF<.'S F<.EPF<.E5ENTATIVE. THE C.ONTRACTOR. SHALL 06TAIN THE PERTINENT ENGINEERING-OR AF<.C,HITEC.ru-w. PLANS BEFORE 13f6INNING 1/'lORK. THE C,ON"mAc.TOR. SHALL 06TAIN ALL NEC.ESSARY PEl<MITS ~UIF<.EV TO PEF<.FOF<.M THE MF<.K INDIC.ATEP HEREIN 6EFOF<.E eE(S,INNINi& ~- M MAINLINE AND 5LEEVIN6 15 VIA(Sof<.AMMATIC.. ALL PIPING-15 FOi<. DE515'N C.LAF<.IFIC.ATION ONLY AND SHALL Elf INSTALi.ED rilTHIN LIMIT OF riOF<.K 60UNDARIE5 AND IN 5HRU6 PLANTING-AF<.EA5 Yff:~ P0~16LE. AVOID ANY CONFLICTS 6ETrii;fN THE SPRINl(.LEF<. 5"1"5TEM, PLANTIN6 AND ARCHITECTURAL FEATURES. IRF<.leATION EGUIPMENT Af, 5HOY'lN 15 t>IAl':IAAMMATIC. INSTALL ALL THE l~IG-ATION REMOTE C.ONTROL VALVE5, GUIC:.K C.OUFLEl<.5, MASTER VALVES, FLOH 51:NSOFG, BAC.KFJ.OY'Ei, AIR/VAC:.UUM t'EYIGES, 6ALL VALVES, ANV ANC:.ILLARY EGUIMNT, IN SHF<.U6 FLANTIN5 A~S l"ttEN FEASIBLE OR AS AFf'F<.OVEI) 6Y OMR'S F<.EPF<.ESENTATIVE AND THE LANVSC,APE 11<.RIG-ATION VESIIS-NER. VO NOT NILL.FULL'!'" IN5TALL ANY EGUIPMENT A5 SHOrtN ON THE PLANS Y'ff:N IT 15 06YIOU5 IN THE FIELD THAT UNKNOl'iN C,ON1'1TION5 EX15T THAT Y'IERE NOT EYIVENT AT THE TIME THESE PLANS l"lERE ~A~. ANY SIJC,H C,ONCllTIONS 5HALL BE 6ROU6HT TO THE ATTENTION OF THE O~NEF<.'5 ~ENTATIYE ""IOR TO ANY ~F<.K OR. THE 11'1<.IG-ATION C.ONTl<.AC,TO!<. 5HALL A5SIJME ALL ~5PON5161LITY FOR ANY FIELD C:.HAN65 DEEMED NEGE9SAF<.'I'" 6"1" THE Or-lNEF<.. 1st SUBMITTAL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SUBMITTAL: 05-03-16 IN5TAU. ALL EGUIPMENT A5 SHOll'lN IN THE DETAIL!:> AND 5PEC.IFIC.ATIONS, C,ONTRACTOR SHALL ElE RESPONSIBLE TO COMPLY rilTH LOCAL CIT'I', C:.OIJNT'I' AND STATE RfGUl!<.EMENT5 FOR BOTH EGVIF'MENT AND IN5TALLATION. AC,11JAL. LOC.ATION FOR THE INSTALLATION OF Tl-IE BAGKFl.011 PREVENTER, REC.YCI.ED C.F<.O95 GONNEC.TION TE5T VALVE, PUMP STATION AND THE AUTOMATIC. C.ONlROLLER 15 TO BE DETERMINED IN THE FIELV BY M OY'INER'5 .ALJTHORIZED REPRESENTATIVE. GMP JOB NO: 15-044 C.ONTRAC.TOR IS TO PROVIDE T~ (S) ADPITIONAL. PILOT rilf<.ES AN&:l ONE (I) COMMON i"llf<.E TO THE END OF THE MAINLINE RUN IN TrlO Dlf<.ECTION5 FROM THE CONTF<.01.LER. THE ADDITIONAL. il'llRE 5HALL eE: EXTENPED 10', MAKIN6' A COIL TO FIT INSIDE: A RfCTAN1a1Ul..AR PULL SOI<. LA6EL THE I.IP OF M PUL.L BOX '511'. ~VSI FOfit 1~6ATION N4P PkANTIN6 QNL.l'., INCLUDIN5 ~19E LOCATION OF PI-ANTIN6-~- FINAL SUBMITTAL: 06-13-16 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE',./ED BY, INSPECTOR DATE \\OSCAp ... ,, ~ Cl'TY OF' CARLSBAD I S1HEOETS I ,,, f----+--+-----------------+-----+---t----+-----t ~ PLANNING D!VlSI □N \ \&rso11 .., r-, (,) 2 ~1"' -o 2n d "'> -~"-~ - g m p LANDSCAPE IRRIGATION OETs & NOTES FOR: . . GARFIELD CUSTOM BEACI-I HOMES 40'0 Sorrento Va'iey 3!vd SliiH:! 200 San '.J iegn. CJ.\ 9?1?"1 9mµ!a<Kiiltd'iat:om r BSS 558-8977 ~----1----1------------------+----+---+----+-----t DATE INlllAL DATE INlllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 3806 GARFIELD ST, CARLSBAD, CA 92008 Ll-02 APN, 204:-270-04-01 I!. APN, 204-270-04-02 APPROVED -~u -<.,-µ;---.1~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: PUD 15-17 491-51 RVWD SY: 4 5 G)m 0 TOP OF MULCH (;', PRESSURE·C.OMPENSATING \.:::J IN-LINE EMITl'ER MIN6 PER ~END 8)TIEDOl'IN5TA~ ® FINISH M:ADE -111-11-11-1 1-111-11-. -111-111- :1 11-,' l lJ-1 I l-111-1 11 l I l-1 I 1~111-111-111~-I I I 1-111_11 l111W11 6LANK TU6INe> HEADER CENTERED ON MOUND OR l:lERM -~ NOTE, ALL THREADED C.ONNECTION& TO HA\/!:; TEFLON TAPE OR PMTE. ~-<-~---FLUSH VALVE, Fl::!< 1.EG>END, PLUM!> TO EXHAUST HEAl'f:R _,---DRIP TU6IN5 PER l.E6END, NOT TO EXC.1:1:D 200 LINE.AR FEET ef:T.'E:N HEAD~ !tl-llF'F-----AIR IELIEF V/>J..VE, ~ 11:SEIIC>, IN!lT"'i.J. "T HleteT POINT ON Z.c:lNE _-----t)Rlp TU61Ne START CONNf<;;TION / 77"----!:iU'l'l"I.. ,.-Hl;ADER -coNll'OL ZONI:; KIT (SEE L.EeEND) ® ~~~-~T~ONE LAYOUT -ODD CURVES ~--TOPOPHl,.CH r ~ EMlffl !lOX FIHl:1!6AAPI: . . ·· R l<fl.11:F VAl.1/E KIT FE< l.aEIID rL~ DltlPI.IIE ~ 7-------L---.. NOlE, L.OC,t,TE />JR l<fl.11:F VAi. ~S) ,t,T 111616T POINl(S) OP ZON!:. MILT!'LE ~IRFalEf VN,:,{5 ""'y BE~- ALL ~ GQlfC110tlS TO H/1\11; l?FLON TAPE ~ Pi'ISTE. 9/+l'IGH l'l'ISlffl 6RIIVE!., I GIEIIG FOOT Mill. S AIR RELIEF VALVE KIT IN 6" VALVE BOX SCALE, US. NOTE, ALL THREAO!:P CONNECTIONS TO HAVE TEFLON TAPE OR ~ CONTROL ZOIE !<:IT (5EE / LE~NP) PASTE. L MOTE, ~) ~ ...... 0 I _. ~ ..., 0 ...,..., -"::. - ~ .,, v --- DRIP T\16INe START C.ONNEC. TION PVC SUPPL_,.. HEADER DRIP TU6IN5, PER LEeENP, NOT TO E)(C,f:ED :.100 LINEAR FEET BETrEEN HEADERS .-.1R FIEl.le" VN.VE, PER~. INSTl'\I.L. ... T Hie! EeT l"OIMT ON ZONE A~ PERIMEn':R FJ.IJ5H VALYE:(SJ, PER~. PI.UM6 TO EXHAUST HEADcR DRIP ZONE LAYOUT -MULTIPLE BEDS SCALE, N.T.5. CD MODEL PCB BUBBLER G) FINISH GRADE SWING JOINT HUNTER 'PRO-FLEX' TUBING 24"-36" G) HSBE-050 ELBOWS (2), & , MAR LEX STREET ELBOW ( 1) CD LATERAL TEE OR ELL @ LATERAL PIPE 4 p PCB BUBBLER SCALE: 1 :4 IDMc4af IRRIGATION DETAIL ~-HUNTER PLD-AVR 3/4" FEMALE ADAPTOR 1,ATE:RAL LINE PER PbollN ---VALVE eox (INSTALL PER SPEc.&J 5/4" GIV.VE.. SUMP (I CIJ6IC FOOT) EAS,.-FIT C.OMPFI.E5510N CO\.IPLING, RAIN 6I!'W MDC,FCOUP ""-I. THR!aADcD GONNECTION5 TO HAY!: TEFLON TAPE OR P"'5TE .. NOTE:, NOTE, ALL 11-IREAJ::1ED i::aNNE:c,TIO TO HAV'c Tcl"LON TAPE OR NS (F' "' FLUSH VALYl::(SJ, P!:R LE5E:ND, PLUMEl TO EXHAUST HEAC>ER C.TIONS ALL THREADED C.ONNE TO l'!AYI= TUI.ON TAP!; OR □ V C.ONTROL ZONE KIT (:9EE LE;eENDJ PA&TE:. - ~ I I 1□ , ______ G':J EXHAUST HEADER ,',IR Ra.lEF VALVE, fell.~. IN&TMJ. AT Hl6":5T POIMr aN zote 1'!<.IP TISINe START c.ONNEC. TION SUPPi. 'r HEADER c.ONTROL ZONE KIT (51:E LEef:Nt)) DRIP TUSING LA "Tl:l'VIL l'IOT TO EXCEW :ZOO LINfaAA Ff:ET BETl"IEEN HE,,l\!;,ERS PERIMl:Tl:R LATERALS 2' TO 4" FROM EDef DRIP ZONE LAYOUT -CENTER FEED 5GALE, N.T.5. ,,,--EA!;Y FIT COMPRESSION COUPLING-, / RAIN 6IRD MDCrc.ouP EAS,.-FIT 3/4" MALE C.0~5510N ADAPTER, RAIN Bll<D MDCF i!mPT 01' EASY FIT 1/2" MALE C.OMPRESSION ADAPTER RAIN 6I1'1.D MDCF50MFT LAND5(;Af'E DRIPLINE' T\J6IN6, AAIN 6IRP LAND9C.APE 1'1'1-IPLINE LP-XX-XX OR AAIN 6I~ F'Uf<.PLE LANDf>C.A!"!; DRIPLINE LOP-XX-XX OR l/2•INQl POL 'l'ETH,.-LENE PIPE, RAIN 6I1'<.D X9S BLAC.K STRIF'E TUBIN6 EAS,.-FIT COMFl<l.5..ilON C.OUPLIN6, RAIN BIRD MDCfC.OUP ~ EAS,.-FIT 5/4" !"EMAi.i: COMf'lse55I0N ADAPTER, RAIN EIIRD Ml:1CF15FPT OR !:AS,.-FIT 1/:Z" FEMALE COMl'RE:55ION AJ:;>APTE:1' RAIN 6I1'1.D Ml:1c.F50l'PT EASY FIT COMPRESSION ADAPTERS SCALE, N.T.S. PASTE. " - ~ '."::- .;;; ~ PVC. SUPPL,.-HEADER DRIP l1J6IN5 START c.oNNEc.TION DRIP TUelN6, PER LE6END, NOT TO EXC!al;D :200 LINEAFl rEET 61:Tl1EEN HEAPERS .-.1R Ra.11::f' V"'-.Ye, l"tl'. IJ:i9END, IN!>Ti'IU. AT Hletl:ST POINT QN ZClltE A~A f'f:RIMeTt:Ft PEl'llMET!"R LAT!:AALS 2" TO 4' Fl<OM EDGE PVC. EXHAUST HEADER FLUSH VALVE, PER LE5END, PL.UMS TO EXHAUST HEADER ® ~~~-~1 :0NE LAYOUT -END FEED EAS,.-FIT GO,-~ikE55ION TEE, RAIN 6I1'D MDC.f'Tt:E LANP5c.APE Dl'!.IPLINE TUl:llNi:!,, AAIN 6IRP LAN~APE ~IPLINE LD-XX-XX OF< AAIN 6I1'W P~Pl.E LANP9CAP!:: DFllPLINE LDP-XX-XX OR 1/2-INCH POL YETHY!.ENE PIPE, RAIN 611'<.D xe& 6LAC.K STRIPE TU!:llN~ EAS,.-FIT C.OMPRESSION COUPLING, RAIN Bll'P MDc.FCOUP EASY FIT COMPRESSION FLUSH C.AP, RAIN 6I1'1.D Mt/CFC.AF' EASY FIT COMPRESSION FITTINC?S SCALE, N.T.S. ~ERAL 6MP IRRl6ATION NOTES (GONT1D) 11. ALL PIPE UNPER PAVED AREAS, HARDSCAPE, OR AS DIRECTEP B'r' OY1NER5 REPRESENTATIVE TO BE IN5TALLEP IN 5l-EEVIN6, TrllC.E THE DIAMETER OF PIPE OR r-llRE 61.JNDLE C.ARRIEP. ALL 2" AND B' 51-EEVIN,:!, Sl+ALL BE PVCl:220 SC.H. 40, TYPE I, ~DE 2 MATcRIAL CONFORMING TO ASTM STANDARD D-lielS-4. ALL 4' AND LA~ SLEl=VI~ SHALi. BE PY'Cl220 CLASS 200 SDR.21, TYPE I, $RADE 2 MATEF1.IAL CONF~NCSo TO ASTM STANDARD D-2241. SLEEVES UNDER ElROrl DITCH!;$ 51-tAU. BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. SLEEVES TO EXTEND AT LEAST 12" PAST THE ED~ OF l"AVIN&. 12. ALL GUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR &ROUND c.ovER AREAS Yff:RE POSSIBLE. ALL GUICK COUF'l.ER VALVES TO 6E INSTAJ..l,.EP AS 5HOl"N ON THE INSTALLATION DETAILS. INSTAL.J.. ALL GUICK C.Ol!f'L.ER VN..VES rllTI-IIN I~" '1F HA~SC,APE. 19, AL!. HE.AC,$ ARE TO BE INSTALLED rlln-1 Tt-lE NOZZI.E, ;,C,f<EEN AND ARCS~ ON THE PLANS, AU. HfADS ARE TO 6!: ADJl)SlED TO PRf\lENT OVl:R$r'AA"( ONTO ~IL.DINGS, r!AL.J..9, FENCoES AND HA~APE. THIS INCLUDES, ElUT NOT LIMITED TO, AD.J.ISTMENT OF DIFFl)SER PIN Oi<. AD.Jl/STMENT SC.REY'l, REPLACEME:NT CIF PRES~ COMPENSATING S(;REi:NS, ~LACEMENT OF NOZZI.ES rllTH M~ APPROPRIATE AADIUS IJNITS AND THE F<fl"L.ACEMENT OF NOZZLES l"IITH APJIJSTAS!.E ARC 1./NITS. r-lHEN VERTICAL OBSTRUCTION& !PROPS, STF<.EET Llet!TS, m£:E5, ETC..) INTERFERE /l'llTH M ~y PATTEF?N OF THE SPRINIQ.l;R. ~r;,5 ~Vf':NTIN& PR.OPEFI. C.~eE, THE IR!<.leATION GONTRACTOi<. SHALL FIELD Atl.JIJST M Sf'RINIQ.cR 5Y5Tl:M 6'( IN5TALLIN5 A QUARTER CIRCLE OR. HALF C.l~LE ~INl<LER HEAD ON EACH 511'E OF THE ossmcTION SO AS TO PROVIDE ~ER C,O~. ALL .AJ;>JIJ5TMI;NT5 SHAJ.1. Sf MADE AT NO ADDITIONAL COST TO THE OMR. 14. 15. THE IRRh!;ATION CONTRACTOR. 5HALL. ADJUST THE PRESSl.rRE RE6LILATOR ON EACH ELECTR.IC CONTROL VALVE 50 THAT Tl-IE 5PRINl<LEF1. HEAD FARTHEST AND HleHEST IN ELEVATION FROM ITS RESPECTIVE C.ON~L VALVE OPERATES r-llTHIN M OPERATING Plsl:5SUF<.E 5HOr-lN ON THE IRRleATION LEeEND. NOT TO EXCEED FIVE (5) PSI ASOYE THE elVEN Ol"ERATIN6 PRES~ FF.OM THE 9PECIFIED ~u~ LOCATED ON THE 1~16ATION LE6END. THE IRRl6ATION SYSTEM DE516N 15 6A5ED ON THE MINIMUM OPERATING PRl:99.JRE AND THE MAXIMUM FLOVi DEMAND 5HOl'lN ON THE IAAl6ATION :DR.IV'llNG5 AT EACH POINT Of CONNECTION. THf IRRIGATION CONTRAC,TOR SHALL VERIFY ~TER ~RE VIA DIRECT FIELD MEASUREMENT PRIOR. TO C.ON5Ti<IJCTION. REPORT ANY Dl~NCE 6ETl"IEEN THE r-lATER ~ INPICATED ON THE DRAYIIINGS AND THE ACTUAL~ READING ATM IR!<.leATION POINT OF CONNl:CTION TO THE Or!NER'5 AVTHORIZED REPRESENTATIVE. IN THE EVENT~ DIFFERENCES ARE NOT REPORTED PRIOR TO START OF C.ONSTRUCTION, 11-IE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIEllLITT' FOR ANT REVISIONS, AND cos-re ASSOCIATED rllTH SAit> REVISIONS, TION OTHER THAN THAT SHONN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FJ..Ol'l AND SIZE AU. PIPE NOT TO EXCEED A YEL.OGIT'I' SHOIJI.D FIE!.D CONDITIONS REGUIRE PIPE INSTAJ.l.A Of' 5 f'EE't FER SECOND (FFSJ IN PVC f'lPE: ANt> CA ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITI ST IRON PIPE. F'l..O//'l TH~ ANC.IU.ARY EOOIPMENT, Sit:EL ANtl COPPER Pll"E 9HAW,, NOT EXC.E!::D A YEI.OCITI' OF 1 ½ Fl"S. ONA!. COST TO TME Or-lNER. GMP JOB NO: 15-044 1st SUBMITTAL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SIJBMITT AL: 05-03-16 FINAL SUBMITTAL: 06-13-16 11 AS BUILT" CONTROLLER AND/OR BOOSTER PUMP SHALL 6E ~VIDED UNDER THE ELECTRIC.AL SECTION OF 11. aECTRlt;AL Port:R 50UF1.c.E FOR THE IF1.Rl6ATION THE 5PEC.IFICATION5. IT SHALL Be THE RE5PONSl6 CONTAAC.TOR AND !:>HALL MAKE THE FINAL C.ONNE ILITI' OF THE IRRl6ATION CONTRACTOR TO COORDINATE El.EC.TRICAL SERVICE Y'ilTH THE 51:NERAL CTION FROM THE ELECm!CA!. SOURCE TO THE CONTROLLER ANO/OR OOOSTEF1. FtJMI". ~ FOR IRRl6.ATION AND PL.ANTIN& ONL:1", INC,I.IJDIN6 flR5G.ISE 1-0GATION RCE EXP. DATE REVIE'w'ED BY• OF PI.ANTINI.? HIJ;A. INSPECTOR DATE ,dl!JM,, lo51 I CITY OF CARLSBAD ~ ,,; PLANNING DIVISl □N 0 gm :, LANDSCAPE IRRIGATION OETs & NOTES FOR: GARFIE1D CUSTOM BEACH HOMES ,.,_ .. ,, , ,.,., ' ,., ' """""""""""• . ' .,.,.,.""" ,·vw ,,,,,_ 3'806 GARFIELD ST, 40'.0 :::.orrentr> '-IB!ie:; 8iv'l Ll-03 CARLSBAD, CA 92008 ·:;s.;';'u~ 20C APN, 204-270-04-01 ll. APN, 204-270-04-02 .. San D i<:ogD, C,\ 92'121 APPROVED Mu gmpl~ndarch.cc,-r, ~ ~~ ,;:+\---(.,-i,:;--~le 1' BS.fl .$58 S'/JJ77 .. PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PUD 15-17 491-51 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD 13Y: IRRl5ATION SPECIFICATIONS SECTION 02811 LANDSC.APE IRRIC:,A TION PART I -GENERAL 1.01 9JMMARY A. IT 15 THE INTI:NT OF THE 5PEC.IFIC.ATION5 AND DRAWINGS THAT THI: FINISHED 5'1"5TEM IS COMPLETE IN EVERY RESPECT AND 5HAL.L BE l<fADY FOR OF'fRATION SATISFAvTORY TO THE OJIIINER. 13. THE ViORK SHALL INCLUDE ALL MATERIALS, LABOR, SERVIC.E:'>, "TRANSPORTATION, AND EGlUIF'MENT NEc.l':55ARY TO PcRFORM 11-IE ~ M INDICATED ON THE DRA~IN5S, IN THESE 5Pfc.lFIC.ATION AND A5 NEGl35ARY TO COMPLETE THE CONTRAC.T. ' 1.02 CON5T~TION DRAWINc>S A. DI.IE TO THE SCALE oF THE ~INl!r.>, IT 15 NOT P05516LE TO INDICATE ALL OFFSETS, FITTINe.5, SLEEVES, ETC. Ji'IHICH MAY !:lE REGUIRE:V. THE CONTRACTOR SHALL CAREFULLY INVE5Tl6ATE THE STl<IJCTURAL AND FINISHED CONDITIONS AFl'ECTIN(!". At.L oF HIS ~ORK AND PLAN HIS l'tOl<K ACCORDIN&L 'I", FUF1.Nl5HING 51JC.H FITTlt-165, ETC. AS MAY BE REGUIRED TO MEET SUCH CONDITIONS. DRAl'tl~ ARE 6ENERALLY DIAe.RAMMATIC. AND INDICATIVE OF THE il'IORK TO 6E INSTALLED. THE i'lORK SHALL ElE IN5TALLEP IN 51JCH A MANNER M TO AVOID CONFLICTS 6ETl't;l:N IRRIG>ATION 5YSTEM5, PLANTIN,S,, AND ARCHITECTURAL FEATURES. El. ALL f'l:lR.K CALLl=P FOR ON THE DFW'llN(!".5 6Y Nam OR tll:TAILS SHALL 5E MNISHED AND INSTALi.ED V'IHETHER OR NOT SPECIFIC.ALLY MENTIONED IN THE SPECIFICATIONS. ril-EN AN ITEM 15 SHOl"IN ON THE PLAN5 EllJT NOT SHOl"IN ON 11-11: 5F'ECIFICATION5 OR VICE VER5A, IT SHALL 6E DEEMED TO 6E A5 5HO~N ON 00TH. THE LANDOCAPE ARCHITl:C,T SHALL HAYE FINAL AUTHORITY FOR CLARIFICATION. C. THE CONTRAC.TOR SHALL NOT l"IIW.FULLY INSTALL THE IRRIIS-ATION SYSTEM AS SHOl"IN ON THE DRAV'IIN651'+iEN If 15 OBVIOUS IN THE FIELD THAT OB5TRIJCTIONS, o5RAVE DIF~ES OR Dl5c.REPANC,IE5 IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAYE 6EEN CONSIDERED IN a«:,iNEERING>. 9JCH OBSTRUCTIONS OR DIFFERENCE'S 51-iOULP SE Bl<Ol,IG,HT TOM ATTENTION OF THE LANDSCAPE ARCHITEC.T AS SOON AS DETECTED. IN THE EVENT THIS NOTIFICATION 15 NOT PERFORMED, Tl£ IRRl5ATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. I.OS QUALITY ASSURANCE A. PROVIDE AT LEAST ONE EN6Ll5H SPEAKING PERSON ffiO SHALL SE PRESENT AT ALL TIMES l?URIN5 EXECUTION OF THIS PORTION OF THE ~RK AND ~ SHALL SE THOROI.Jo51-1.. Y FAMILIAR ~ITH THE TYPE OF MATERIALS BEIN<S IN5TALLED AND Tit MANLl"ACTURER'S RECOMMt:NDED METHODS OF INSTALLATION AND J/'IHO SHALL DIRfC,T ALL ~K ~ORMED UNDER THIS SECTION. B. MANUFACTURER'S DIRECTIONS AND DETAILED DRAV'IINSS SHALL BE FOLLOV'IED IN ALL CASES I'll-ERE nlf MANUFAcltJRER OF ARTICLE5 U5Eil IN THIS CONTRACT FURNISH DIREC.TION5 COVERIN5 POINTS NOT SHOl"IN IN THE DRAl'IIN5S AND 5PEC.IFIC.ATION5. C. P. E. 1.04 A I. 2. 4. e. I. 2. 9. 1.05 A. 6. C,, D. E. ALL LOCAL, MUNICIPAL AND STATE~. RULES ANP RE~LATION5 60VERNIN6 OR RELATINe. TO ANY PORTION OF THIS r-lORK ARE HEREBY INCORPORATED INTO AND MADE A PART oF TilESf 5PEC.IFICATIONS, AND THEIR PROVISIONS SHALL BE C.ARRIED OUT BY THE CONTRACTOR. ANYTHI~ CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO C.ONFLIC.T ~ITH ANY' OF THE A60VE RULES AND RE5UI.ATIONS OF THE SAME. HOl'EVER, riHl:N THESE SPEC,IFICATIONS AND DRA~IN55 CALL FOR OR DESCRIBE MATERIALS, l'IORKMAN5HIP, OR CONSTRUCTION OF A BETTER GUALIT'I", Hl6HER STANDARD, OR. LAR6ER 51ZE THAN 15 REGIUIRED 6Y 'THE ABOVE RULES AND REISULATIONS, THE PROVISIONS Of THESE SPEC.IFIC.ATIONS AND DAAl'II~ SHALL TAKI: PRECEDENC!:. ALL MATERIALS SUPPLIED FOR. THIS PROJECT SHALL BE NEl"I AND FREE FROM ANY PEFEC.TS. ALL DEFECTIVE: MA11:':J,(IAL5 SHALL BE REP!.ACl:D IMMEDIATt:LY AT NO ADDITIONAL COST TO Ol'IIER. 11-l!: C.ONTRAC.TOR SHALL 5EC.URE THE REGUI~ LIC.!:NSES AND PERMITS INCLUDIN5 PAYMENTS OF CHAR5ES AND FEE5, 51YE REGIUIFe.ED NOTICES TO PUElLIC AUTHORITIE5, VERIFY PERMITS SE~D OR ARRAN5EMENTS MADE BY OTHERS AFFEC.TINIS THE i'IORK OF THIS SEC.TION. SJBMITTALS MATERIALS LIST, AFTER Ai"IARD OF CONTT<ACT AND BEFORE ANY IAAIISATION SYSTEM MATERIALS ARE DELIVERED TO THE J06 SITE, SU6MIT TO THE Ol"INER A COMPLl:TE LIST OF ALL IRJ<:15ATION SYSTEMS, MATERIALS, OR PROGESSES f'ROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT. SHOV'i MANIJFAc.11,REJ<:'5 NAME AND CAT Al-00 NUMBER FOR EAC.H ITEM, FURNISH COMl"LfTE CAT AL.00 c.uTS AND Tl¼HNICAL DATA, FURNISH TI-IE MANUFAC.TURER'S RECOMMENDATIONS AS TO THE METHOD OF INSTALLATION. NO 9JBSTl1UTION5 l"IILL BE ALLOV'ifD l'IITHOUT PRIOR MITTEN ACC.Ef'TANCE SY THE LANDSCAPE ARGHITEC.T OR o~·s AUTHORIZED REPRESENTATIVE. MANUFAC~R'S l"IARRANTIE5 SHALL NOT RELIEVE THE C.ONTRAC.TOR OF HIS LIA61LITY' UNDER THE 5UARANTI:E. SIX;H V'IARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. $UBSTITUTIONS, IF THE IRRIG>ATION CONTRAC.TOR ~ISHES TO 51JBSTITUTE ANY EGIJIPMENT OR MATERIALS FOR 11-IOSE EGUIPMENT OR MATERIALS LISTED ON TH: IRRlo5ATION DRAl"IIN/:15 AND SPECIFICATIONS HE MAY DO 50 SY Fl<OYIDIN6 THE FoLLO~IN5 INFORMATION TO THE LANDSCAPE ARCHITEC.T OR ~R'S AUTHORIZE, REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL. Fl<OYIPE A l"ll<.ITTEN STATEMENT INDIC.ATIN6 THE REASON FOR MAKIN<S THE 5U65TITUTION. PROVIDE CATAL05 CUT SHEETS, TECHNIC.AL DATA, AND PERFORMANCE INFORMATION FOR EACH 5UBSTITUTE ITEM. f'ROYIDE IN l'IRITIN5 THE DIFFERENCE IN INSTALLED PRICE IF THE ITEM 15 ACCEPTED. EXISTIN5 CONDITIONS THE CONTRACTOR. SHALL VERIFY AND 6f FAMILIAR V'IITH TI-IE LOGATIONS, SIZE AND DETAIL OF POINTS OF CONNECTION ~IDED AS THE 50URCE OF ~T!:R, ELECTRICAL 51JPPLY, AND ANY TELEPHONE LINE CONNECTION TO TH: IRRl5ATION SYSTEM. IRRl5ATION PESIISN IS SA5ED ON THE AVAILA6LE STATIC l'IATER PRESSURE 5HOl'IN ON THE DRAYII~. CONTRACTOR. SHALL VERIFY STATIC. ~TER ON THE PROJEC.T PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCREl"ANc.Y EXIST, NOTIFY THE 1.ANDSC.Al"E ARc.HITECT AND Ol"INER'S AUTHORIZED REPRE5ENTATIVE PRIOR TO 6E51NNIN,S, CONSTRUCTION. PRIOR TO CUTTIN5 INTO THE SOIL, THE CONTRAc.TOR SHALL LOC.ATE ALL C.A6LES, CONDUITS, 5El1ER SEPTIC TANKS, AND OTHER UTILITIE;, AS ARE COMMONLY ENCO.JNTERED UNDER5ROl,l,ID AND HE SHALL TAKE !'ROPER PREC.AUTION5 NOT TO DAMA(!".E OR DISTURB 51,k;H IMPROVEMENTS. IF A CONFLICT !:XISTS BETl'IEEN THE 91.JCH 065TACLES AND THE PROPOS!;D ~. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSc.APE ARCHITECT AND Ol'INER 1/'tiO JIIIILL ARRAIEE FOR RELOCATIONS. THE C.ONTRACTOR JIIIILL PROC.EED IN THE SAME MANNER IF A ROC.K LAYER OR AN'f OTHER 5UCH CONDITIONS ARE ENCOUNTERED. THE CONTRACTOR SHALL PROTECT ALL l:Xl5TIN6 UTILITIES AND FEATURES TO !<!:MAIN ON AND ADJACENT TO THE PROJEGT SITE DURINi!> CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS Offi COST, ALL DAMME RESIJLTINIS FROM HIS OPERATIONS OR N6':;Ll5ENc.E. THE IRRl6ATION CONTRAC.TOR SHALL COORDINATE V'IITH THE G>ENERAL CONTRACTOR FOR INSTALLATION OF REGUIRED 5LEEYIN5 A5 SHOffi ON THE PLANS. 1.06 IN9FEC. TIONS A. 11-IE CONTRACTOR SHALL ~IT THE LANDSCAPE ARCHITc:CT, Ol"INER'5 AUTHOl<.IZEP RE~ENTATIYE AND CITY INSPECTOR TO VISIT AND INSPEC.T AT ALL TIMES ANY PART OF THE l'IORK AND SHALL PROVIDE SAFE ACCESS FOR 91,X;H VISITS. 13. l"IHERE TH: SPECIFICATIONS REGll.llRE l'IORK TO BE TESTI;D SY THE CONTRACTOR, IT SHALL NOT BE COVEl<laD OVER UNTIL A(..,t..friED tlY THE LANDSCAPE ARCHITECT, OJIIINER'S AUTHORIZfD REPRESENTATIVE, AND/OR G>OVERNIN5 MENc.lES. THE CONTRACTOR SHALL BE SOL.fl Y RE9PON516LE FOR NOTIFYINc> THE LANDSC,APE ARCHITECT, Ol"INER, AND 50VERNINIS ~IES, A MINIMUM OF 4e HOURS IN ADVANCE, MRE AND l'IHEN THE JIIIORK 15 READY FOR 11:STIN5. SHOULD ANY l'IORK 6E COVERED l'IITHOUT TESTIN5 OR ACCEPTANCE, IT SHALL SE, IF 50 ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS ~ILL SE REGUIRED FOR THE FOU.OJIIIIN5 AT A MINIMUM, I. SYSTEM LAYOUT 2. PRE5a!RE 16T OF IRRlo5ATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120lll oF STATIC AATER PRESSIJRE, l"IHIGH EVER 15 ISRl':ATER) APPROVAL REGUIRED SY' C.ITY INSPEG-TOR. S. C.OVERA5E 15T OF IRRl(!".ATION SYSTEM (Nf/FRDV/14.. REci!Ulfl.ED SY ~ITY INSl'EGf~. 4. FINAL INSPfC.TION PRIOR TO START OF MAINTENANc.E PEl<.IOD S. FINAL ACCEPTANCE D. SITE OBSERVATIONS AND TESTIN5 l"IILL NOT C.OMMENc.E rilTHOUT THE RECORD DR~IN/:15 AS PREPARED BY THE IRRl5ATION CONTRACTOR. REGORD DRAl'IIN/:15 MUST C.OMPL.ETE AND UP TO DATE FOR EACH SITE VISIT. E. l"IORK l"I-IICH FAILS TE5TIN5 AND 15 NOT AC.C.EPTED rilLL BE RETESTED. HOURLY RATES AND EXPEN5ES OF THE LA~APE ARCHITECT, OJIIINER'S AUTHORIZl;D REl'RfSENTATIVE, AND OOVERNINIS MENCIES FOR REINSPECTION OR RE1'ESTIN5 V'IILL BE PAID 6Y THE IRRl5ATION CONTRAC.TOR. AT NO ADDITIONAL EXPENSE TO Ol"!Nal.. 1.07 STORAc;t: AND HANDLIN5 A. USE ALL MEANS NEC.ESSARY TO PROTECT IRRl6ATION SYSTEM MATERIALS BEFORE, DURIN5, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION ~KAND MATERIALS OF ALL OTHER TRADES. IN THE EVENT OF PAMAet:, IMMEDIATELY' MAKE ALL REPAIRS ANV REPLACEMENTS NEC.E$A1'-Y TO THI: AC.C.El'TANC.E OF THI:; LAND5CAPE ARCHITl;C,T AND OV'!Ni;R AND AT NO ADDITIONAL COST TO THE Ol'INER. S. EXERC.ISE CARE IN HANDLING-, LOADIN5, UNLOADING, AND 5TORIN5 PLASTIC PIPE AND FITTIN55 UNDER COVER UNTIL !<l;ADY TO INST ALL. TRANSPORT PLASTIC. PIP!: ONL 'I" ON A VEHICL!: rllTH A Bf:D LON5 ENOIJ<,H TO Al.LO~ THE PIPE TO LAY' FLAT TO AVOID UNDUE 6ENDIN5 AND C.ONCENTRATED EXTERNAL LOAD. 1.oe C.LEANUP AND Pl5P05AL A. Dl5POSE OF l'IASTE, TRASH, AND DEBRIS IN ACCORDANCE JIIIITH APPLICABLE LA~ AND ORDINANCES AND AS PRE5c.Rl6ED BY AUTHORITIES HAVINIS ._LI;1.ISDICTION. ElURY NO 51.k:,H l'IASTE MATERIAL AND DEBRIS ON THE SITE. 6URNIN6 OF TRASH AND DEBRIS l'IILL HOT ElE PERMITTED. 11-IE G-ONTRAc.TOR SHALL REMOVE AND DISPOSE OF F<IJ6BISH AND 1'!:BRIS 5ENERATED BY' HIS rlORK AND l'IORKMEN AT m""'oo INTERVALS OR i"1HEN ORt?fRW TO DO 50 BY THE OP'lNER'S AI/THORIZl;D REF'RE9ENTATIVE. El. AT THI: TIME OF COMPLETION THE ENTIRE SITE ~ILL BE Cl..l:ARED OF TOOLS, EGUIPl"ENT, RU661SH AND DEBRl5 JIIIHICH SHALL BE DISPOSED OF OFF-SITE IN A LEISAL DISPOSAL AREA. 1.0'1 A. 6. C. A. 6. c.. D. A. s. C,, D. E. F. 5. TURNOVER ITEMS RECORD DAAJl'IINc>S, I. RECORD ACCURATELY ON ONE 5ET OF C.ONTRAC,T D~INGS ALL CHAN5E5 IN THE il'IORK GON5TITUTING DEPARTURES FROM THE ORl51NAL C.ONTRAc.T DRH'IIN55. 2. THE CHAN/:11:5 AND DIMENSIONS SHALL 6E RECORDEP IN A LE6-16LE AND il'IORKMANLIKE MANNER TO THE SATISFACTION OF THE '1D'., PRIOR TO FINAL INSPECTION OF i'IORK, SUBMIT RECORD DRAl"IIN55 TO THE LANDOC.APE ARCHITECT OR Ol'INER'5 AUTHORIZED REPRESENTATIVE. S. DIMENSIONS FROM/TO PERMANENT POINTS OF REFERENCE SUCH A5 13UILDIN5S, SIDEV'lALKS, CURBS, ETC. SHALi. Bl; SHOl'IN. DATA ON Fl.ECORD DRAl'IIN<,S SHALL BE RECORDED ON A DAY TO DAY BASIS A5 THE l'ROJEC.T IS !3EIN5 INSTALl.!;D. ALL LETTERING< ON DRAV'IINISS SHALL BE MINIMUM 1/e INc.H IN SIZE. 4. FINAL AS-BUILT FLAN5 :SHALL BE DRAFTED CLEARLY TO THE 5ATl5FACTION OF THE CITY, ANP THE FINAL PLANS 5HALL BE SUBMITTI:D TO THE C.ITY FOR THEIR KEEPIN1;,. THE FINAL A5-BUILTS V'IILL BE REQUIRED TO BE REVIEl"lfD AND APPROVED BY THE C.ITI' AND FINAL PLANS V'IILL BE REQUIRED TO BE APPROVED AND Sl&NED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 5. SHOl'I LOCATIONS AND DEPTHS OF THE FOL.L.OVilNG ITEMS, 5.A. POINT OF C,ONNECTION (1Nc.l.JJDIN5 ~TER METERS, ElACKFLO~ PREVENTERS, MASTER CONTROL VALV'E.5, ETCJ 5.6. ROUTING, OF SPRINKLER FRES5URE LINES /DIMENSIONS SHO~ AT A MAXIMUM OF 100 FEET ALONIS ROUTIN5) 5.C.. i&ATE VALVES 5.D. AUTOMATIC. REMOTE G-ONTROL VALVES AND ISOLATION BALL VALVES 5.E. Glf.JIC.K COUPLIN5 VALVES AND ISOLATION 6ALL VALVES S.F. ROUTIN6 OF CONTROL l'IIRES 5.5. IRRl5ATION CONTROLLERS 5.H. F<ELATED EGll.llPMl':NT (AS MAY SE DIRECTEP) 6. MAINTAIN REGORV J:,RAll'IINISS ON Sill: AT ALL TIMES. UPON COMPLETION OF ~RK, TRANSFER ALL AS-flUILT INFORMATION AND :DIMEN910N5 TO REPRODUC.16LE SEPIA PRINTS. CONTROLLER CHARTS, I. RECORD DRA~IN5S M.IST BE AFPIWYED BY LANDSCAPE ARCHITECT AND/OR Ol'INER'S AUTHORIZED RE~SENTATIVE BEFORJ:: CHARTS ARJ': PREPARED. 2. PROVIDE ONE GONTROUER C.HART FOR EACH AUTOMATIC C.ONTROLLER. CHART SHALL SHO~ THE AREA COVERED SY THE PARTIC.ULAR CONTROLLER. cl. THE GHART 15 TO l3E A REDUCED COP( OF THE ACTUAL 'REC.ORD' DRAV'IINI&. IN THE EVENT THE C.ONTROLLl:;R 5EGUENCt: 15 Nor LE616LE MN THI: DRAV'IIN5 15 REDUC.EP, IT SHALL ElE ENLAR5ED TO A READA6LE SIZE. 4. riHEN C.OMPLETED AND APPROVED, THE CHART SHALL f3E HERMETIC.ALLY SEALED ElETl'IEEN Ti"IO PIEGES OF PLASTIC, EACH PIECE 6EIN5 A MINIMUM 20 MILS IN THIG-KNESS. OPERATION AND MAINTENANCE MANUALS, I. T~ INDIVIDUALLY OOUND CiOPIE9 Of OPERATION AND MAINTENANCE MANJAI...S 51-!ALL E1E DELIVERED TO THE LANDSCAPE ARCHITECT OR O~NER'9 AUTI-IORIZED ~PRE5ENTATIVE AT LEAST 10 CALENDAR DAYS PRIOR TO FINAL INSPECTION. THE MANUALS SHALL DE5CRll3E TI-IE MATERIAL INSTALLED AND THE PROPER OPERATION OF THE SYSTEM. :2. EAC,H COMPLETE, OOUND MANUAL 5HALL INCLl)I;)E THE FOLLOrllNe> INFORMATION, INDEX 5HEET ;,TATINtS< CONTRACTOR'S ADDRE~ ANI? TELEPHONE NUMElER, DUAATION OF 6UARANTEE PERIOD, LIST Of EGUIF'MENT INC.WDIN6 NAMES AND ADDRE:951:9 Of LOCAL MANl.,fACTURER REF'RE5ENTATIYE5. OPl:RATING AND MAINTENANCE INS1RL/C,TION9 FOR ALL EGUIPMENT. SPARE PARTS LIST5 AND RELATEP MANJFACTURER INFORMATION FOR ALL EGUIPMENT. EGUIPMENT, I. 9UPPLY AS A PART OF THIS CONTRACT THE FOLLO~IN<S ITEMS. 111'«:) (2) l"fl.ENCt!ES FOR. DISASSEMBLY AND AD.J,JSTMENT OF EACH TYPE OF SPRINKLER HEAJ;I ~ IN THE IRRl6ATION SYSTEM. THREE SO-INCH SPRINKLER KE'l'S FOR MANUAL OPERATION OF CONTROL VALVES. Ti"IO KEYS FOR EAC,H AUTOMATIC. C.ONTROLLER. FIVE GUIC.K COUPLER KEY'S ~ITH A BRONZE HOSE THREAD '10 DEo5REE S~IVEL ATTACHMENT AND FIVE COUPLER LID KEY'S. FIVE VALYt: OOX WVl:R KEY OR l"IRENCH. ONES-FOOT TEE ~H FOR. OPERATINIS 5ATE VALVES 5 INCHE5 OR LAR5ER (IF USED). SIX EXTRA SPRINKU=R HEAVS OF EACH SIZE AND TT'PE PER IRRl6ATION P.O.C. 2. THE ABOVE EGUIPMcNT SHALL BE TURNED OVER TO Ol"INER'S AUTHORIZED REPRE5ENTATIYE AT THE FINAL INSPEC.TION. 1.10 COMPLETION A. ATM TIME OF THE ~-MAINTENANCE PERIOD INSPECTION, 'Tl-IE LAND9G,APE ARCHITECT, O~HER'S AIJ1HORIZEtl REPRESENTATIVE, AND OOYERNING A6ENCIE5 r!ILL INSPECT THE ttlRK, AND IF NOT Aet..EPIEP, nlLL PREPARE A LIST OF ITEMS TO BE COMPLETED B'I' THE CONTRACTOR AT THE TIME OF Ti'IE POST-MAINTENANCE PERIOD OR FINAL INSPECTION THE l10RK JIIIILL BE REINSPECTED AND FINAL ACCEPTANCE JIIIILL 6E IN l"IRITINc> SY THE LANDSCAPE ARCHITECT, Ol'INER'S AUTHORIZED REF'RESENTATIVE, AND 60VERNIN6 A5ENCIE5. 8. THE OY\NER'S AI.JTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE~. C. AFTER THE SYSTEM HAS f3EEN COMPLETED, THE CONTRAC,TOR. SHALL INSTRUCT Ol"INl:R'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANC.E OF THE lf<Rlo5ATION SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATINIS AND MAINTENANCE IN5TI<IJCTIONS. D. ANY 5ETTI..IN5 OF TRENCHES l"IHICH MAY OCCI.R DURIN6 THE ONE-YEAR PERIOD FOLLO~INe. A<NEPTANCE et!ALL BE REPAll<fD TO THE Ol'INER'S 5ATl9FACTION BY THE C.ONTRAC.TOR l'IITHOIIT ANY ADDITIONAL EXPENSE TO 11-11: OY'INER. REPAIRS SHALL INCUJDE THE COMPLE'TE RESTORATION OF ALL DAMA/:IE TO PLANTIN6-, PAVIN5 OR O"IHER IMPROVEMENTS OF AN'T' KIND AS A RfSUL T oF THE l'IOl<K. I.I I eil!ARANTEE A. THE ENTIRE SPRINKLER SYSTEM, INCLUDING ALL V'IORK 1'0HE UNDER THIS CONTRACT, SHALL 61; UNCONDITIONALLY 5UARANTEED A5AIN5T ALL DEFEC.TS AND FAULT OF MATERIAL AND 110RKMANSHIP, INCLUDIN5 SETTLING OF BACK FIELD AREAS 6ELOl'I 5RADE, FOR A PERIOD OF ONE (I) YE.AR FOLLOJIIIIN5 THI: FILINi;, OF THE NOTIC.E OF COMPLETION. Sf!OIU' ANY f'R.061.EM l"IITH THE IRRIGATION SYSTEM BE DISCOVERED JIIIITHIN THE OOARANTEE F'Efl.lOD, IT SHALL 61: CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL I:~ TO OJIIINER l'IITHIN TEN (10) C.ALENDAR DA'l'S OF RECEIPT OF JIIIRIT11:N NOTICE FROM 01/'tNER. i'ff:N THE NA~ OF THE REPAIRS AS DETERMINED ElY THE OYff;R CONSTITUTE AN EMER5EHCY' (I.E. BROKEN PRESSIJRE LINE) THE OJIIINER MAY PROCEED TO MAKE REPAIRS AT THE CONTRAc.TOR'S EXPENSl':. ANY AND ALL DAMAo5ES TO EXl$TIN5 IMPROVEMENT RESIJLTING EIT!a FROM FAULTY MATERIALS OR IIIORKMAN5HIP, OR FROM THE NEc.ESSARY REPAIRS TO CORREC.T SAME, SHALL ElE REPAIRED TO THE SATISFACTION OF THE OJIIIHER El'!" THE CONTRACTOR, ALL AT NO ADDITIONAL COST TO THE OY'NER. B. 5UARANTEE SHALL 6E SUBMITTl:P ON CONTRACTORS Offi LETTERHEAD AS FOLLOl'lS, o5UAAANTEE FOR SPRINKLER IRRl5ATION SYSTEM~ HEREBY OOARANTEE THAT THE SPRINKLER IRRl5ATION SYSTEM l'IE HAVE FURNISHED AND INSTALLED 15 FREE FROM DE:FECTS IN MATERIALS AND l'IORKMANSHIP, AND THE V'l:)RK HA$ BEEN COMPLETED IN ACCORDANC.E ~ITH THE DRArllN/:15 AND SPEC,IFICATIONS, ORDINARY V'IEAR AND TEAR AND UNUSUAL AEll/SE, OR NEISLEC.T f:XCEPTED. I'll:: A6REE TO REPAIR OR REPLACE ANY' PEFECTIVE MATERIAL DIJRINI& THE PERIOD OF ONE YEAR FROM DATE OF FILI~ OF THE NOTIC.E OF COMPLETION AND ALSO TO REPAIR OR. REPLACE ANY DAMME RE5ULTIN5 FROM THE REPAIRIN5 OR REPLAC.11'15 OF 9UCH DEFECTS AT NO ADDITIONAL. C.OST TO THE Ol"INER. l'IE St-!ALL MAKE SUCH ~AIRS OR ~PLACEMENTS l'IITHIN 10 CALENPAR DAYS FOLLOl'IINIS l"IRITIB4 Nl:iTIFIC.ATION BY THE Or!NER. IN THE EVENT OF 01.R FAIL~ TO MAKE 91/CH REPAIRS OR REPLACEMENTS ~THIN THE TIM: SF'ECIFIEP AFTER RECEIPT OF ~ITIEN NOTICE FROM Ol'INER, ~ AUTHORIZE THE Ol'INER TO PROCEED TO HAVE SAIV REPAIRS OR REPLACEMENTS MAPE AT OUR EXPENSE AND il'IE ~ILL PAY THE C.OSTS AND CHA~ THEREFORE UPON DEMAND. Sl5NED, DATE, PROJEC.T NAME, PROJE:CT LOCATION, CONTRAc.TOR NAME, ADDRESS, TELEPHONE, PART II -MATERIALS 2.01 SUMMARY U$E ONLY NEl'I MATERIALS OF THE MANl.fAC'TWR, SIZE AND TYPE 5HOrlN ON THE DRAl'IINe5 AND 9PECIFICATIONS. MATERIALS OR EGIJIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LAND5c.AP!: ARCHITECT'S, O~NER'S, OR OOVERNINIS Ae.ENCIES STANDARDS ~ILL BE REJl':C.TED AND SHALL. BE REMOVED FROM THE SITE AT NO EXPENSE TO THE OY'INER. 2.02 PIPE A. PRE551JRE SUPPLY LINE FROM POINT OF CONNECTION THROl,le,H 6ACKFLor-l PREVENTION UNIT 51-iALL ElE TYPE K "HARD" COPPER PIPE OR 6RASS NIPPLES (LENISTH AS ~IRED). 8. PRESSURE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 2.5 INCHES IN DIAMETER DOJIIINSTREAM OF SACKFLOJIII PREVENTION UNIT SHALL BE CLASS 515 SOL VENT l"lELD PVC.. PIPIN6 SHALL C.ONFORM TO ASTM D:2241. C.. PRfSSLRE SUPPLY LINES S INCHES IN DIAMETER AND UP TO e, INC.HES IN DIAMETER DOffiSTREAM OF 6ACKFLO~ PREVENTION UNIT SHALL ElE CLASS 200 o5A5KET JOINT PVC. PIPING SHALL CONFORM TO ASTM P224I. D. P~ SUPPLY' LINE5 1.5 !Ne.HES IN DIAMETER AND SMALLER OF THE BACKFLOl'I PREVENTION UNIT SHALL BE 5CHEl?ULE 40 SOLVENT il'IELP PVC. CONFORMIN5 TO ASTM Dl185. E. NON-F'RESSURE LINES .75 INCHES IN DIAMETER AND LAR(:,ER DOl'IN5TREAM OF THE REMOTE C.ONTROL VALVE SHALL 6E SCH. 40 PVC. F. ALL SPEC.IALIZEP PIPIN(!". SHALL 6E AS INDICATED ON THE DRAJIIIINc> LEISEND OR PETAILS. 203 l"ETAL PIPE AND f'ITTIN55 A. 6RA55 PIPE SHAU SE e,5 PERGENT RED BRASS, AN51, IFS STANDARD 125 POUNDS, SCHEDULE 40 SC,l<,f;l'i;c;, PIPE. El. ElRASS FITTI~ SHALL 6E MEDIUM BRASS, SC.RerlED 125-POUND GLASS. C.. c,OfffR r' IPE SHALL 6e 'HARD" TYPE K OR AS NOTED ON THE Dl<AAIN5 Lfi&END OR DETAILS. D. COPPER FITTIN55 SHALL BE SOLDERED TYPE. 204 PLASTIC Plf'E AND FITTIN/:IS A. PIPE SHALL SE MARIQ:D CONTINUOUSLY rllTH MANIJFAC.MER'S NAME, NOMINAi... PIPE SIZE, Svi'IEPUU: OR C.LASS, PVC TYPE AND~. NATIONAL SANITATION FOUNDATION APPROVAL, WMMERCIAL STANDARDS ~NATION, AND DATT: OF EXTRU510N. 6. ALL PLASTIC PIPE SHALL eE EXTRUDED OF AN IMPROVED PVC Vlf<l&IN PIPE COMPOUND IN AGCORDANc.E il'llTH ASTM D2241 OR ASTI-1 Dl1e4. C. ALL PVC. FITTIN55 SHALL ElE STANDARD l'IEIISHT SCHEDULE 40 AN)] SHALL BE INJECTION MOLDED OF AN IMPROVED VIR/:IIN PVC FITTIN5 COMPOUND. SLIP PVC FITTIN55 SHAU. SE THE 'DEEP SOc.KcT" ElRAc,l:;ETED TYPE. THREADED PLASTIC. FITTINGS 51-W.L 6f INJECTION MOLDED. ALL TEES AND ELLS SHALi. SE SIDE o5ATED. AL.L FITTIN/:15 SHALL CONFORM TO ASTM P2-%6. D. ALL THREADED NIPPLES SHALL SE STANDARP V'IEl5HT SCHEDULE e,o JIIIITH MOLDED ~ADS AND SHALL CONFORM TO ASTM 017£,5. E. ALL SOLVENT CEMENTINIS Of' PLASTIC. PIPE AND FITTIN55 SHALL el: A n10-STEP PROC,E55, USINIS PRIMER AND SOLVENT CEM!:NT APPLIED PER THE MANUFACTURER'S RECOMMENPATIONS. c.fMENT SHALL BE OF A FLUID ~ISTENCY, NOT 5EL-LIKE OR ROPr'. SOLVENT CEMENTIN5 SHALL ElE IN CONFORMANCE V'IITH ASTM D2!:i64 AND ASTM D2e5!5. F. l'IHEN CONNECTION IS PLASTIC. TO Ml:TAL, FEMALE ADAPTERS SHALL BE HAN.D TIGHTENED, PLU5 ONE 11.JRN l'IITH A S"T'RAP l"IRENCH. JOINT COMPOUND SHALL l3E NON-LEAD 6A9E TEFLON PAST!;, TAPE, OR. EGUAL. :2.05 6Ac.KFLOl'I F'RcYENTION UNITS A. THE BACKFLOJIII PREVENTION UNIT SHALL BE OF THE MANUFACTURER, SIZE, AND T'!'f'E: INDICATED ON THE DRAJIIIIN5$. 6. THE 6ACKFLOJIII PREVENTION UNIT SHALL ElE INSTALLED IN ACc;ORDANC.E l'IITH THE REGU~NTS SET FORTH BY LOGAL C,O]:)f5, C. THE BACKFLOJIII PREVENTION A55EMSL Y SHALL CONSIST OF BRASS PIPIN5, UNIONS AND FITTIN/:15. 2.06 VALVES A. SATE VALVES, I. 5ATE VALVES SHAt.L SE OF THE MANUFACTURER, SIZE, AND TYPE INPIC.ATED ON THE J;1RAJIIIIN5S. 2. ,S,ATE VALVl:5 SHALL BE CONSTRUCTED OF A BRONZE BODY, OONNET AND DISC, AND A MALLEABLE IRON HANDMEL. !SATE VALVE:> SHALL HAVE THREAPED C.ONNECTIONS. 9. ALL i&ATE VALVES SHALL HAYE A MINIM.IM ~ORKIN5 PRESSURE OF NOT LE55 THAN 150 PSI AND SHALL CONFORM TO Ai"ll'IA STANDARDS. 6. ElALL VALVl:5, I. BALL VALVES SHALL SE OF THE MANUFACTURER, SIZE, AND TYPE INDIC.ATID ON TME DRAJIIIIN5S. 2. SALL VALYE5 SrlALL flE C.ONSfflJCTl':D OF A BRONZE BOl7!', STAINLE!:/5 STEEL BALL ANP 5-reM, MALLEA6LE IRON HANDLE. BALL VALVES SHALL HAYE THRE:AVED CONNEC.TIONS. S. ALL. SALL VALVES SHALL HAVE A MINIMUM l'IORKIN5 PRE55URE OF NOT U:95 THAN 150 P5I AND SHALL. CONFORM TO ArlAA STANDARDS. C. GUIG-K COUPLER VALVES, I. GUICK COUPLER VALVES SHALL 51: OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAl"IINGS. 2. GUICK COWL.ER VALVES SHALL BE BRASS ~ITH A AALL THICKNESS 5UARANTEED TO rilll-t5TIIND NORMAL VIIORKIN5 PRESSUJ,IE OF 150 PSI l'IITHOUT LEAKA5E. VALVES SHALL HAVE FEMALE THREADS OPENIN,S, AT EIASE, ~ITH mD..Pll':Ct: ElOD'r". VALVES TO BE OPERATED ONLY JIIIITH A COUPLER KEY, DESll&NED FOR THAT FURP09E. COUPLER KEY 15 INSERTED INTO VALVE AND A POSITIVE, ~TERTl5HT CONNEc.TION SHALL 61: MAOE BETVIEEN TH: C.OUPLER KEY AND VALVE. HIN5E GOVER SHALL BE THe LOC.KINc> TY'Pf: CONSTRUCTED OF BRASS l'IITH A RUB6ER-LIKE VINYL COVER. P. AUTOMATIC CONTROL VALVES, I. AUTOMATIC CONTROL VALYE5 SHALL BE OF THE MANUFACTURER, SIZ.E, AND TYPE INDICATED ON THE DRAJIIIINi!>5. 2. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OF'l:RATED. E. ANTI-DRAIN VALVES, I. ANTI-DRAIN VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAl"l1N5S. 2. ANTI-DRAIN VALVES SHALL HAVE 1e,-e, STAINLESS STEEL 5PRIN5S AND VALVE STEM5 l'ilTH BUNA-N SEALS. 9. ANTI-DRAIN VALVES ~ILL HAVE THREAPED CONNECTIONS THE SIZE OF THE RISER OR PIPE THEY ARE TO BE INSTALLS, ONTO, OR THE NEXT AVAILA6LE SIZE. NO SLIP CONNECTION ANTI-DRAIN VALVES ARE AI.LOJl'E;!;), 2.01 VALVE 60Xl::5 A VALVE OOXES SHALL SE FABRICATED FROM A DURABLE, ~ATHER-~ISTANT PLASTIC MAreRIAL RESISTANT TO 5UNLl5HT AND C.HEMIG-AL AC.TION OF SOILS. B. THE VALVE OOX GOYER SHALL EiE 51<EEN IN COLOR AND SEC-URED ~ITH OOLTS. C. THE COVER AND OOX SHALL 6E CAPAEILE OF SUSTAINING A LOAD OF 1,$00 POUNDS. P. VALVE OOX EXTENSIONS SHALL BE BY THE !1Ai"E MANUFACTURE!<. AS THE VAL.VE OOX. E. AUTOMATIC CONTROL AND MASTER VALVE OOXl:5 SHALL BE 16"Xll"Xl2" REC.TANISULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT 13RANDED" IN 2" Hl5H l.ETIER5 ~ITH EITHER "RCV" l'IITH THE VALVE IDENTIFIC.ATION IVMSERS OR 'MCY'. F. SPECIALITY' 'JUMBO' OOXES MAY BE INDIC-ATED ON DRAWIN65 AND 51-v>,LL 6E 2!:i"XIS"Xl:i!" REC-TANISULAR 51ZE. 5. BALL VALVE, 5ATE VALVE, AND GUICK COUPLER VALVE eoXES SHALL BE CIRCULAR 10" SIZE. VALVE eox COVERS SHALL BE "HEAT BRANDED" IN 2" Hl5H LETTERS ~ITH EITHER "6V", "5V", OR "GCN". 1st SUBMITTAL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SUBMITTAL: 05-03-16 GMP JOB NO: 15-044 Af'f'ROva? FOf'. IF(Rl6-ATION AND PLANTIN6 ONL 'T", INC.l,.IJCIIN6 PRECISE LOCATION OF PL.ANTINS l>{ftl;fA. FINAL SUBMITTAL: 06-13-16 "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY• INSPECTOR DATE ,.''·I·!~ ~ CITY OF' CARLSBAD UQJ '-iU] 1----t--+----------------1----+---l----J.--J •·t, !"LANNING DlV!Sl □N m 4C'.O S;:irrenco '/2:iiuy 8!vd. Su,;:e 200 San D1egv, c.t~ 9Zi21 gmpfanciercit .c-om 1" 858 558 3977 LANDSCAPE IRRIGA nON SPECIFICATIONS FOR: GARFIELD CUSTOM BEACH HOMES 3806 GARFIELD ST. CARLSBAD, CA 92008 1---t--+---------------l---+--+---I-----I Ll-04 APN• 204-270-04-01 &. APN• 204-270 04 02 APPROVED ,_ . / 1 _.,, r--+-----,r-------------1-----l-----l----l---1 ::---..,.,---,,,---J:tu~,:,,i'c:::v"~ .,~~~"~--t:-t;:11rt,,.ii.<);,rr:_'fr'_ '-'-,, -(..., t----t---t------------------11---+--+----J.---I ~P~LA~N~N~IN~G::::_= _= _= _=_ :;;::===~~~~;:;:;===::==-.:;-;:=D=:A lE=:::=~ I-D"'A"'TE:-f-;,IN:;;:111=-:A::--L+-----------------11-DA_T_E -+-,N-111-AL_.j.__D_A TE_j_lN-IT-IA-L J DWN BY: PROJECT NO. DRAWING N 0. ENGINEER OF WORK REVISION DESCRIPTION f-O-TH_E_R-AP-'-P-RO-V-AL-+-C-ITY_A_J_PPR..::..::..OV.c.A:::.L-1 ~~~ ~~;---__ P_U_D __ l5 __ 1_7 _ _J 491-51 IRRl~ATION SPEC.IFIC.ATION5 (C.ONT 1D) 2.oe IFI.Rl6ATION CONT~LLER A. CONTROLLER 5HALL BE OF THE MANJ..fAC-~~ SIZI: AND TYPE INDICATED ON THE DAAl"IIN65. 13. TH!a CONlROLLER ENC.L.OSURE SHAU. BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON Tl£ PRAl'IING>5 THE ENCI.O~ SHALL AL50 ENCLOSE TI-E CONTROLLER ELECTI<.ICAL METER. THE CONTROLLER 5HALL 6E OF THE MANIJFAc.11JRE'R, SIZE AND TYPE REGUIRED 6'!' ~ MJNIC1PAL MJER Pl51'.RIG,T 2.0'I ELEGTRIC.AL A. 6. 2.10 A. 6. C. D. E. 2.11 A. e. ALL ELECTFI.IC.AL EGIJIPMl::NT SHALL 6E HEMA TYPE 9, MTE~W FOi<. EX'IERIOFI. IN5TALLATION5. ALL El.EC,TFI.IC.AL r!ORK SHALL C.Ol'i'ORM TO LOCAL CODl:5 AND Ol<DINANc.15. LOY'I VOLT AG!= CONTROL Y'IIRINe. REMOTE CONTROL Y'IIRE SHALL BE DIRECT-BURIAL AY'l6-UI' T'l'PE, SIZE AS INDICATED ON THE DRA\l'llNG>S, AND IN NO CASE SMALLER THAN 14 GAue.E. C.ClNNECTIONS SHAU. 6E EITHER EPOXY-SEALED PACKET T!'PE OR Pl::NN-TITE CONNl:C.TOFl.5. C.OM-10N Y'IIRES SHALL BE ~ITE IN COLOR, AND IN NO CASE :SMALLER THAN 12 cSAUGE. CONmot.. 1111<15 SHALL 61: RED (l'IHEl<E 1W? OR MORE C.ONTFI.OLLERS ARE USED, THE CONTl'<.OL l"lll'i:6 SHALL 6E A DIFF~NT COLOR FOR 1::ACH CONTROLLER. TMl':5!: COLORS SHALL 6E NOW ON THE ''RECO!<.D DAAY'II~" PLANS LOCATED ON CONTROLLER DOOR.!. cSROUND l"IIFI.E5 5HALL 61; 6REEN IN COLOR, AN!? IN NO CASE SMALL.El<. THAN 6 G>AUe,1:. PROVIDE A 24, 1-0Ne, EXPANSION LOOP FOR Abb DIRECTIONAL CHAN~S IN CONTROL l"llRE RO\/TIN&. IRRIGATION HEAVS SPRINKLER HEADS 5HALL BE OF THE MANIJFAC11.IRl:R SIZE, TYPE, l"IITH AADIU5 OF 1l!ROY'I, OPERATING, f'l'<E591.Rf, AND Dl5CHARISE RATE INDICATED ON TH!a c:>AAY'l1Ne6. POP~IJP HEADS AND RISER HEADS SHALL BE USED AS IN!?ICATEV ON THE :DRAl"IIN6S. PART Ill -EXEC,UTION S.01 SITE C::.Otil?ITION5 A. INSPECTION!:>, I. f'li<IOFI. TO ALL l"lO~ OF THIS 5EC.TION, CAREFULL 'f INSPECT THE INSTAIJ..ED l"IORK OF ALL OTHfR TAAC1ES AND VERIFY THAT ALL =l,IC,H vt:)RK IS COMPLETE TO THE POINT \l'lHERE THl5 INSTALLATION MA'!' PROPERL'T' C.OMMENCE. 2. VER.IF'!' THAT IRRIG>ATION S'T'STfM MA'!' 6E INSTALLED IN STRICT ACC,ORJ:)ANCE Y'IITH ALL PERTINENT CODES AND REe.ULATION5, THE ORl61NAL :DESle.N, THE REFERENCED STANDARD&, AND THE MANUFACTURER'S RECOMMENDATIONS. 6. DISC.REPANCIES, I. IN THE EVENT OF DISC~ANC'T', IMMEDIATEL'f NOTll''T' THE LANDSCAPE ARCHl1ECT OR 0~'5 AUTHORIZED REF'l<J:::5ENTATIVE. 2. DO NOT PROCEED Y'IITH INSTALLATION IN AREA!:> OF DISCREF'ANC'T' UNTIL ALL Vl!:GREPANCIES HAVE SEEN RESOLVED. e,. 6RADES, I. BEFORE :STARTIN<:, Y'IO~, C.AREFULL'f CHECK ALL G>RADE5 TO DETERMINE THAT r!O~ MAY SAFE:LY l'ROC.l::ED, KE:EPIN6 1"1111-IIN THE SPECIFIED MATI:RIAL DEPTHS Y'IITH RESPECT TO FINISH ~- 2. FINAL 61<.ADES SHALL 6E ACC.EPTEtl BY THE ENe:,INEER eEFORE YiORK ON 11-IIS SEc.TION l'i!LL BE ALLOl'ED TO 6E61N. D. FIELD Ml:A9.JREMENTS, I. MAl<E ALL NECES:>AFI.Y MEA51.!'<.!:MENTS IN THf FIELD TO E:N5URE ~191: FIT OF ITE:MS IN ACGO~ANCE Y'IITH THE OFl.lc!>INAL DE51e.N. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRl6ATION MATERIALS Y'IITH ALL OTHER Jl'IORK. 2. ALL :SCALED DIMEN510N5 ARE APPROXIMATE. THE CONTRAc.TOFI. SHALL C.HEGK AND VEFI.IF'T' ALL SIZE DIMENSIONS PRIOR TO PROCEEDING Y'IITH ¥'ORK UNDER THIS 5ECTION. S. EXl:RCISE EXTREME CARE IN EXCAVATING AND Y'IORKING, NEAR EXISTING IJTILITIES. CONmACTOR SHALL 6E RESPON51SLE FOR DAMAGES TO UTILITIES ~IC.H ARE CAUSED ElY HIS OPERATIONS NE6LECT. f. DIMRAMMATIC. INTENT, THI: DRAl"IING5 ARE E55ENTIALL'f DIMRAMMATIC. THE 51ZE ANP LOCATION OF EGUIPMENT AND FIXAA!:5 ARE DRA~ TO SCALE Y'IHEF?E POSSIBLE. PROVIDE OFFSETS IN PIPIN6 CHAN6E5 IN EQUIPMENT LOCATIONS A5 N!:C,ESSARY TO CONFORM HITH 5TRUC.TURl3 AND TO AVOID 065Tf<JJCTION5 OFI. CONFLIC.T5 Y'IITH OTHER l'IOl<,K AT NO ADDITIONAL l::XPEN9E TO Gl'N:R. F. LAYOUT, I. f"FI.IOR TO INSTALLATION, THE CONTAACTOR 5HALL 5TAKE CVT ALL PRE55URE ::UPPLY LINES, FI.OUTIN6 AND LOCATION OF SPRINKLfR HEADS, VAL YES, BAC.KFLOY'I PREVENTER, AND AUTOMATIC. C,ONTROLLER. 2. LAYOIJT IRRl6ATION SYSTEM ANP MAKf MINOR ADJ\JSTMfNTS fillaGIJIF!.EI:) D\JE TO PIFFERfNCES ElET~ SITE AND DR.~IN&S. ~ PIPING 15 SHOY'IN ON DAAl'IIIN6S UNDER PAVED AREAS, Ill.IT RLINNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE PIPING> IN M PI-ANTEV AREAS. G. l'llt\TER 5UPFLY C,ONNEC.TIONS TO, OR THE INSTALLATION OF, THE Y'IATER SUPPL '1' SHALL l9E AT THE LOC,ATION5 5HOI/IIN ON THE DRAl"IIN&5. MINOR c.HANGil:5 CAUSED 61' Ac.11JAL SITE CONDITIONS SHALL 6E MADE AT NO ADDITIONAL l;XPENSE TO OMR. H. ELEC.TRICAL SERVICE, I. CONNECTIONS TO THE ELECTRICAL SUPPLY 5HALL 13E AT THE LOCATIONS 5HO~ ON THE DRAY'IINe-5. MINOR C.HANe.E5 C.Air.>ED El'!' SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXF'EN5E TO OHNER. 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE 11<1<.le.ATION C.ONlROLLER.5. El.EC,TR.IC.AL POl'IER 50URC.E TO CONTROLLER LOCATIONS SHALL l3E Pl<OVIVED 6Y OTHER5. :l.02 TFI.ENCHINe> A. EXCAVATIONS 5rlALL Elf STRAIGHT HITH VERTIC.AL SIDES, EVEN GAAPE, AND SUPPORT PIPE CONTINIJOUSL'T' ON 60TTOM Of TRENc;H. TRENCHING EXCAVATION SHALL FOLLOH LA'fOUT INDICATED ON :DRAl"IIN65 TO THE DEPTHS 6Ei..OI"( FINISHED GRADE AND AS NOTro. V'iiERE LINES OCCUR UNVER PAVfD AREA, THE5E DIMENSIONS SHAU. 6E CONSIDERED BEbOl"l 5UElG>RADE. 6. PROVIDE MINIMllM COVER OF lb INC.I-ES ON ~RE SUPPL 'f LINES 2 1/2 INCHES AND SMALLER. PROVIDE MINIMJM c.ovER OF 24 INC-HES ON PRESSURE 5Ul'PL '1' LINES 9 INC.HES, ANV :36 INC.HES OF COVER ON i'RE551.JRE 51.f'PL 'f LINES 4 INCH AND LAR61:R. C. PROVIDE MINIMUM COVER OF lb INC,HES FOR CONTROL 1'111~5. D. f'FI.OVIDE MINIMUM C.OYEFI. OF 12 INC.H!:5 FOR NON-PFI.E551JF?E LINE=>. E. PIPES INSTALLED IN A COMMON TRl;NC,H SHALL HAVE A 4 INc.H MINIMUM SPACE ElETY'IEEN PIPES. F. Fli<OVIDE SAND BACKFILL A MINIMUM OF 4 !Ne.HES OVER. AND UNDER ALL MAINLINE PIPING. :l.O:l EIACKFILLIN6 A. B. o. E. BACKFILL MATERIAL ON ALL L.INES SHALL 6E THE 5AME A5 ADJACENT SOIL, FR.EE OF DEBRIS, LITTER, AND ROCKS OVER 1/2 INCH IN DIAMETl:R. BACKFILL 5HALL l3E TAMPED IN 4-INCH LA'r'l:1<.5 UNDER THE PIPE AND UNIFORML'T' ON 60TH SIDES FOR THE FULL 1"41DTH OF THE TRENC,H AND THE PULL Ll:Ne.TH OF THE PIPE. BAC,KFILL MATERIALS SHALL 6E SUFFIC.IENlL 'f DAMP TO PERMIT THOROUc&H COMPACTION, FREE OF VOIDS. BACKFILL SHALL 6E COMPACTED TO DRY t>EN51T'f EGUAL TO ADJACENT UNDl5TURBE:D SOIL. AND SHALL CONFORM TO ADJACENT ~AD!':5. fLOODING IN LIEU Of TAMPINe> 15 NOT ALLOY'IED. UNDER NO C,IRC,IJMSTANC-ES SHALL TTII.ICIC; l'IHEEL.S eE U&ED TO COMPACT BACKFILL.. PROVIDE 5AND BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPING UNDER PAVW AREAS. PIPING A. PIPING UNDER EXISTING> PAVEMENT MA'!' BE IN5TALL.1:D EIY JACKINe>, OORINe>, ~ HrPRAIJL.IC 1'!1.IVING. NO H'T'Dml.lC 1'!1.IVING 15 PERMITTED UNDEFI. ASPHAL.T PAVEMENT. 6. CUTTIN6 OR 61<EAKIN6 OF EXISTING> PAVEMENT 15 NOT PERMITTED. C.. CAl<EFIJLL 'f lta'ECT ALL PIPE AND FlfTIN65 6EFORE INSTALLATION, Fi?eMOYIN6 DIRT, SCALE, SIJl<R5 Fi?eAMINe.. INSTALL PIPE Y'IITH ALL MA~INGS UP FOR Vl51JAL ltePECTION AND Vl:RIFIC.ATION. REMOVE ALL DENTED AND DAMA6ED PIPE 5ECTIONS. ALL LINl=S SHALL HAVE A MINIMUM CLEARANCE OF 6 INC,HI:$ ~MEACH OTit!~ ANI' 12 INCl'IES FROM LINES OF OTHJ;f( TFI.Al'ES. PARALLEL LINES SHALL NOT 6E INSTALLED DIREC.lL'T' OVEI<. EACH OTHER. D. E. F. G. IN SOLVENT l"IELDING, USE ONLY THE SF'EC,IFIEO PRIH:R AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACGORDANCE Y'IITH THE MANUFAC11JRER'5 RECOMMENtiED METHODS INCLUDING l'IIIPIN& ALL EXCESS SOLVENT ~MEACH l"IELD. ALLOl'II SOLVENT l'IELD5 AT Ll;Af>T IS MINUTES SETUP TIME BEFORE MOVINe. OR HANt?LIN6 ANP 24 HOIJl's5 CURING> TIME BEFORE FILLINe. H. PVC PIPE SHALL 6E INST AU.EP IN A MANNER rt!ICH Y'IILL l'ROVl:DE FOR EXPAN910N CONfRAC.TION AS REGOMM!;NDED 6Y THE PIPE MANUF AC 11Jf<ER. C.ENTERLOAD ALL PLASTIC PIPE PRIOR TO ~ TE5TINl!i-. ALL. THREADED P\.ASTIC.-TO-PLASTIC C.0NNl;c;TION5 SHALL 6E AS5EM6L£;D U51r!G Tl:FLON TAPE OR TE;FLON PASTE. I. J. K. FOFI. PLASTIC:,-TO-i'IETAL <:.ONNE<,TIONS, l"IORK M METAL c;oNNEc;TIONS FIRST. ~ A NON-HARDfNINi,, PIPE POPE AN ALL T'HR.EADED PLA5TIC-TO-i"ETAL c;oNNEc.TION5, EXCEPT V'IHERE NOS OT~9£:. ALL 1"1./\5TIC.-TO-~AL CONNEC.TION5 SHALL 6E MAJ,E Y'IITH PLA5TIC FEMALE ADAPTERS. L. ALL CONNECTIONS ElE'Tl"EN PVC LATERAL LINES 5t'IALL 61; MADE USING 5CH. 40 PVC FITTINe5 l'IIITH C.OMF'RESSION ADAPTERS. ALL CONNECTIONS BETl"IEEN DRIPPERLINES TO SE MADE U51Ne. COMPRESSION FITTIN6S OF MANJFAC-'TURER OF THE DRIF'F'ERLINE. USE NO PIPE DOPE, TEFLON TAPE:, PRIMER OFI. SOLVENT CEMENT ON C0~5510N FITTINeS. 9.05 CONTROLLER A. THE EXACT LOCATION OF THE CONTROL.l.fR 5HALL 6E APPROVEJ, 6'1' THE LANDSCAPE ARCHITECT OR Ol"INER'5 AUTHORIZ!::D REPRE:51:NTATIVE BEFORE INSTALLATION. THI: ELEGlRIC,Ab 51:RVICE 5rlALL 6E COORDINATED Y'IITH THIS LOCATION. El. THE IRRl<S>ATION CONTRACTOR !:>HALL l:lE RESPON&lclLE FOR THE FINAL ELEGTRICAL HOOK Uf' TO li;?Rl,S.ATION CON~. C. THE IRRl6ATION SYSTEM 5HALL 6E PROe.AAMMED TO OPERATE DUR.INC:> THE PERIOD5 OF MINIMAL USE OF THE DESleN AREA. D. INSTALL CONTROLLER ENCLOSURE A5 RECOMMENDED 6'!' THE MANUFACTURER. 9.06 CONTROL Y'IIRIN& A. LOH VOLTA6E CO~L Y'IIRING :>HALL OCCIPi' THE SAME TRENCH AND SHAU. ElE INSTALLED ALONG THE SAME ROUTE AS THE PFI.E5SIJRE 5UPfl. '1' LINES l"IHENEVEFI. POS:>IBLE. El. l"t-lERE MORE THAN ONE Y'IIRE 15 PLACED IN A Tl<ENCH, THE \1'41RIN6 SHALL 6E TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. MDLE SHALL 6E SECURED TO THE MAINI.INE 1"41TH TAPE AT INTERVALS Of ::ZO FEET. C. ALL CONN!;CTION5 SHAU. £lE Of AN APPROVED T'T'PE AND SHALL OCCUR IN A VALVE BOX. PROVIDE AN 1e INCH SERVIC:,c LOOP AT EACH C.ONNEGTION. D. AN EXPANSION LOOP OF 12 INCHES SHAU. BE l'RclVIDED AT EACH Y'lif<E CONNl:C..TION AND/OR DIRECTIONAL GHANeE, AND ONE OF 24 INCHES SHALL 6E PRoVIDED AT EACH REMOTE CONTROL VAL.YE. E. A C.ONTINUOIJ5 l'<IJN OF l"IIRE SHALL 6E USED 6ETl"IEEN A CONTFl.01.U;R AND EACH REMOTE CONTROL VALVE. UNDER NO <:;IRCUMSTANCES Sr!ALL SPLICES 61: USED Y'IITHOUT PRIOR APPROVAL. :l.01 VALVES A. AUTOMATIC. CONTROL VALYE5, BALL VALVE5, e.ATE VALVES, AND GVICK COUPLER VALVES 5HALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDIC,ATED ON THE DRAY'IIN5S. 6. VALVE SHALL 6E INSTALLED IN 5lftJ6 AR.EA.5 V'+iENEVER POS516Le. C. INSTALL ALL VALVES AS INDICATED IN THE PETAIL DRAJl'llNe-5. D. VALVES TO 6E INSTALLED IN VALVE BOXES 9'-IALL 61: IN5TALI.EC1 OIIE VAL.Ye F'ER 60.X. f. REMOTE CONTROL VALVES AND GUICK COUPl.l::R VALVES SHALL ElE 1501..ATEP FROM THE MAINLINf BY A 6ALI-VALVE SIZED PER THE LARISEST R.C..V. IN THE MANIFOI.P OR I 1/::Z INCH FOFI. G.C.V.'S. 3.0f; V AJ.. YE BOXES A. VALVE 60XE5 5HALL 6E INSTALLED IN SHl<U6 AREAS Y'IHENEVB-( POSSIEIL!:. B. EAC.H VAL.VE BOX SHALL BE INSTALLED ON A FOUNDATION OF :l/4 INCH 5RAYEL BACKFILL, 2 CUSIC FEET MINIMUM. VALVE BOXES 5HAll 6E INSTALi.EV Y'IITH THEIR TOPS 1/2 INCH Af:OVE THE SURFACE OF !:iiRROUNDINC; FINISH eRADE IN LAl"IN AREAS AND ;I INCHES AeoYE FINI~ eRADE IN 6ROUND COVl::R AREAS. 3.ocl EIACKFLOl"I PREVENTERS A. INSTALL 6AC.KFLOY'I PREYENreR UNIT A5 INDIC:,ATI';D IN THE DETAIL DR.Al"IINGS. 6. IN5TALL BACKFLOY'I A55!:M6LIE5 AT LOCATIONS APPROVED IN THE FIELD AND AT HEl(',HT REQUIRED 61' LOCAL. CODES. C.. INSTALL H'T'E STRAINERS AND PRE~ REe.ULATOFl.5 ON THE 6AC-KFLOl"i AS5EMBL'1'. D. IF EIACKFLOY'I P!'<EVENTER 15 IN5TALLED ADJACENT TO A SUILDING, Y'IALL, OR OTHER OBSTRUCTION, IN5TAW. UNIT SO THAT TI-E TEST COCKS AFI.E FAGIN6 OIJTMFJ;> Ai"iA'f FROM THE OB5TRUCTION. E. INSTALL 6Ac.KFLOH ENCL05URf: AS REGOMMENDEO 6'1' THE MANUFAC11JREFI.. S.10 Sf'li<INKLER HEADS A. SPRINKLER HEADS SHALL 6E INSTALL.El? AS INDICATED ON THE DRAY'IIN5S. 6. SPACING> OF HEADS SHALL NOT EXCEED MAXIMUM INDICATED ON THE ORAY'IINiSS. C. D. E. RISER NIPPLES 5HALL 6E OF THE SAME SIZE AS THE RISER OPENIN6 IN THE Sf'!<.INKLER SOD'!'. POP-UP SPRINKLER HEADS SHALL NOT 6E INST.Al.LE1' U51N6 511'!: OUTLET OPENIN65. RISER NIPPLl::5 ON Rl;C,'fC.LED Y'IATER S'fSTEMS SHALL SE IDENTIFIED Y'IITI-1 ADHESIVc VIN'T'L MARKERS 6ELOH SPRINKLER HEAD AND A MINIMUM OF 10 INCHES ABOVE FINISH 61<.ADE. m :l.11 MISCl:Ll.ANEOUS EGUIPMENT A. INSTALL ALL A55EM61..IE5 5FECIFIED 1-EF<!;IN ACGoRDIN6 TO THE f<.E5FEC.TIVE DETAIL Dl<Al"llN65 OR 5PEC.IFICATIONS, U51Neo 1:11;5T 5TANDAAP PRACTICES. S. GUIC.K GOUPLER VALVE> SHALL 6E SET APPROXIMATEL'f 12 INCHES FROM Y'IALKS, CUReS, HEADER EOARPS, OR PAVEP AREAS i't£RE' Al'PLICAElL.E. e,_ UNL.ES:S DESl6NED AS AN INmsRAL PART OF THE IAAIG,ATION HEAD, ANTI-DRAIN VALYE5 Y'IILL 61: INSTALLED UNI:>ER EVEl<.'f HEAV. THE ANTI-DRAIN VALVE l"IILL 6E THE 5AMc DIAME'f!:1,?. AS THE RISER AND ElE INTEG>AAL TO THE RISER A55EM9L Y. Cl. 3.12 A 6. :l.13 A 6. C,, D. :l.14 A. 6. C. D. IN5TAJ.L AAIN SENSOR AS IN&>ICATEtl ON THE DFI.Al"llN55 AND AS R.Ec;OMMENDE:D SY THE MANUFAC.TUF<ER. F\.USHIN6 THE SYSTEM PRIOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHAU 6E OPEN!;!? AND A FULL 1-EAD OF Y'IATER U9ED TO FLU5H c;vr THE LINES AND RISER.S. SPRINKLER NOZZLES SHALL 61: INSTALLED AFTER FLUSHING> THE 5'f5TEM HAS 6EeN COMl"LETEP. ADJU5TIN$ THE 5'f5TEM CONTRAC.TOR SliALL ADJUST VALVES, ALle.N HfADS, AND C,HEC.K COVERAGE Of EACH S'T'STEM PRIOR TO WVEAAGE TEST. IF IT 15 DETf:RJ,flNEti 6Y THE LAND9CAPE AFI.CHITEC.T OR Or.lNER'5 AI.JTHOR.IZED REPRE5ENTATIVE THAT AWITloNAL ADJUSTMENT:> OR NOZZLE CHANeE5 HILL 6E RE:GIUIF<ED TO PROVIDE PROPER COVERAGE, ALL NEC.E55AR"T' CAANISES OR ADJUSTMENTS !lHAbL BE MADI: PRIOR TO AN'!' Pl.ANTIN&. THE ENTIRE 5Y5TEM SAALL el: OPERATIN6 PROPERl..'f BEFORE AN'f PLANTING, OPERATIONS COMMfNCE. AUTOMATIC. c.ONTROL VALVE5 ARE TO SE ADJJ5TED 50 THAT THE SPRINKLER HEAlr.> ~ATI'; AT Tl'E ~URE REc.OMMENDED 6'!' 11'IE MAHLJFAc.TIJRER. TE5TIN6 AND OOOERVATION DO NOT ALl.01"1 OF1. CAUSE AN'!' OF THE Y'IORK Of nus SEC,TION TO Elf C,0~ UP OR ENCLO:;)f;D UNTIL IT HAS BEEN 065£:RV'ED, 11:5TED AND Accff'TED 13'!' THE LANDSC.APE ARCHITECT, Ol'INER, AND l:IOVERNIN6 A6ENCIE5. THE CONTRACTOR 5HALL 6E 50LEL 'f Rf5PON516LE FOR NOTIF'T'IN5 THE LANDSCAPE ARCHITECT, Ol"NER, AND l:IOVERNING A6J;NC,lf5, A MINl!-IJM OF 4e> HOIJ'G IN ADVANc.E, l"lHERE AND Y'IHEN 11-E l"tlRK 15 READY FOR TESTINC:>. ll'lH!:N THE Sf'F(INKI.ER S'f5TEM 15 COMPLETED, THE C,ONTRACTOR SHALL PERFORM A C.OVEAAe.E TEST OF EAC.H 5Y5TEM IN IT5 ENTIRET'T' TO DEi ERMiNE IF THE l"IA'f'l:!/1. COVEAA6E FOR THE PLANTEll AREAS IS COMPI.ETE ANP ADEGUATE IN THE Pl<ESENC.E Of THE 1.ANPSCAPE ARCHITECT. THE CONTRACTOR SHALL F\IRNI~ ALL MATERIALS AND PERFORM ALL Y'IORK FI.EGUIRED TO c:.oRl<ECT ANY INPIVEG\IAC,113 OF C.OYERAeE DUE TO DEVIATIONS ~ M l"LAN5, 01<. P'll'IE~ 'THE 51'5TeM HA5 SEEN ~ILLFULL '1' INSTALLW /'e INDICATED ON THE liAAN/NGS rtil:N IT 15 OBVIOt/91. 'I' l~A'f?, l'IIITl'IOUT BRINGING THIS TO THE ATTENTION OF THE 1-ANDSGAPE ARC;HITECT. THIS TEST SHALL BE A<:;c;EPTED 6Y THE LANDSCAPE AfilCHITa:.T ANP ACWMPLISHED 131;FOl<I: STARTING AN'f PLANTINe. FINAL INSPECTION Y'IILL NOT COMMENCE Y'IITHOUT RECORD !?RAY'IINGS AS PREPARED 6Y THE IRRll!i-ATION CONTRACTOR. 3.15 MAINTENANCE: DURING> THE MAINTENANCE PERIOD THE CONTAAGTOR 5HALL ADJJ5T AND MAINTAIN THE IRRIGATION S'f5TEM IN A FULL '1' OF'E:R.ATIONAL CONDITION PROVIDING COMPLETE IAAIGATION COYERAeE TO AU. INTENDED PI-ANTINOO. :l.11:> COMPLETION C,LfANING CLEAN-LIP 5HALL 61": MADE AS EACH PORTION OF THE l'IIORK PR05RE&SE5. ~E ANt? EXC.E55 DIRT 5HALL 6E ~Mova;;> FROM 1l'IE SITE, ALL Y'IALKS AND PAVIN& :>HALL !3E SROOMft>, AND ANY DAMAGE SUSTAINW ON Tl-IE l"IORK OF OTHERS 5HAL.L 6E R!:f>AIRED TO ORle.lNAL CONl:IITION5. END OF 5EC-TION INRF','C~OOTH'l£"DIP'10' ~ ,l(l!tlSAER~ VAGUM llRfN;ER ~ . I fflO f"IC a.L5 Ml fll:Qlllffll (l'(P). -~ .. ... PVC I.AmAL Llr.E TO Ava afflP Ml 5lffl OIi F'IJiHii !l,OFI;----~ FINl:tl~---~ N01E, I Miil 6" />lQ{f. llllieTam.£T I ~ ~ CQfl:GT~ TO 111\VE ~ rm CIR P/151!:. llcl"AL Al'FUCiaf TO 5La'ES S' Ill t£l!IIT ,l,lltl ~TER PVC !iGff. ~ 5>tf fITTlll,S /TI'P J ® ~~~;;, VAL VE / AVB PLAGEM!:NT 1st SUBMITTAL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SUBMITTAL: 05-03-16 GMP JOB NO: 15-044 ~YEP FOR 1~6-ATION AND PL.ANTIN!& ONl'r'., 11'4',IJJDINI& ~ISE l,.OG,ATION OF Pl.ANTIN& A.'<E.A. FINAL SUBMITTAL: 06-13-16 "AS BUILT" EXP,~---DATE REVIE'wED BY• INSPECTOR DATE -~ .... -L.r71;, [Q2] CITY OF CARLSBAD [!gJ -~ Mil ~--1---+----------------t---t---,r---i---. PLANNING DIVISI □N ~N. .w LANDSCAPE IRR"IGATION SPECIFICA TTONS FOR: GARFKE1D CUSTOM BEACI-I HOMES 3806 GARFIELD ST. -40'1(; ~~01-r:.;nto '✓~1hw t3i'✓<.t Swt.~i 200 CARLSBAD, CA 92008 Ll-05 APN, 204-270-04-01. I!. APN, 204-270-04""'.02 s,m u ie90, Ch 921 Zi gmp!and;:,,rd,.com T 258 553 3977 I APPROVED &✓,JI ti:-tdMt: (.,.(::;. f\,, I ~====1====~============================~=====~===~====~===~ ~P~LA;,N~N;IN:=:G::::::==;~=• ::;;;::;;:;;.;~==;~D~A~lE~~~- DWN B'!': ---PROJECT NO. DRAWING NO. CHKD BY;__ PUD 1.5-17 491-51 RVWD BY: DATE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL )/ 51:!E PETAILS lil@*f'/1..P-0:Z -c:.oMMON ~ SIZE 1/11,\11:R USE e ~,, "'I MamJs; 'MAAIAA' 2 ~--· _,;I ;l) .,,_ !<OMANZOFFIAAA -II,, ' M-NA STRN"eEAA"I" T1<E!a QUEEN PAl-M 241 BOX 2-4" BOX M M 51 IRUEl!i SEE DETAIL D/L.P-o2 GTY. S"'l'M. :25 0 10 0 12 @ :.0 ® ,~ © ~ 0 6 @ :2!> @ :2 0 !!OT ANIC::..A,L ~ A!i!ONIUM 'MINT MIJG!aft' Af>IWE ATial.J ... TA Al.OE 5,Tl<IATA ANIOOZNm-iOS 'Al-E'ER YELVET' C>IANELLA 'CA59A Bbl.IE' ~IV<I.O!: PAAVlr'OL.IA MJHI.ENee"'61A CAPILLAl<lf> -CAAOLINl,'\NA Jo'IIESTRIN61~ l"'R!JTl,::.O,S,.._ c:.oMMONN"""1E MIW"r ~ AEONIUH f'OXTAIL M-AVE c.oRALAI.Ola t<,',N6Af<OO PAI'! CAeli>A aJ.11: FLAX LILY' ~"l'IJGG>. PINK. MJHU.. Y ~ ~ COAe'T F<oeEMAA"I" S6Ab. I. S d>Ab. L S 6Ab. L 56"'6. L 56AL. L SG-AL. L 5d>AL. L IS 6..-.L. M 1515-~. L Vltoe; eeE DETAIi. e/1..1"-0:Z 1:!0T,',NIC.~ N,l,MI; c.ol+IONKl'IME SIZE 1/11,\Tl:R LISI: e, ® l"AS&IF'LOl'VI VITI!'Ol.lA SY'M. SOTANIC.""1.. Nill1"E ~NAME FLl'TS il I&" O.G. L ROOT !!AA!<IER 5IW!. Ee llo!iT,'1.1!;!/ -rms m NTHN IO' aF /,JI(--. !'if!; ROOTll,llilijER IIETAII.. L 2. AU. !ilftll /ol£lo/!j NTH au' IRR/6Al1Cill 5flliJ. Re;Ello£ A 5' LA'l?R OF :itRtM,;, tWII( MWl.~l'Gl< 51W!. M?T INST,IU.. !llllll( 11.WI OH~ O'IER 5'1115H 1'1111 ASIDF£ R,i>,'JER TlblN ,,L c;QIJw,c;T~ 511/11.1. !f.BollT l!olRl( M.I.Cll 5JIH'I.E TO~ -m;r FOR lff'PlNM. PRIOR TO 11ELl'6l'. 5. M.L ~Ml: Ml>S Sim l'llHGJVT61IGUC>CO'/E!l.~f'IJffl HI\TERl,II. SAAL!. FIEi:£l'IE A 5' LA'l'ER OF SIRDm> BAAi( HLGH. Iii t\l.GII !iAALl.11: l'l.!aP ,unt™ 12' OF 11£ !IILlllN&. 4. IU !ilf!al i'S'fMi TO I£ l!om-l'LAlffll) NTH~ 51:f PIJllllll l.feOO FOR 1'1'l'I' Hl7 LOGATION 5. GOOll<,ll;T~ !ill'U f'l!OVllll' l'IIOTO& IIIDIG/ill~ OF AU. 1'LNtT Hl\$111. -p;; 6AL 91ZE IIC1 LN16fR IIC1 FOR~ Ft7lo. !16-STi\lCIMII l'LNtT Hl\$!.il. lW. IIE -1Ell ON 51!!:. ,lj.l. ~-/of!f IV,NllD NTH EXUl/51'/8.Y LGJIVll!I MOl>ER>\Tf MTER IF.f l'IJ«r HI\TERIM. Nl!l 1llll'B'OIQ; ~(}f THE !Wt: H'fllli01/JIE. ~Gi\TIOII CIRtUflS "I.L !IE CIE5letal /oGGORCIIN!t.Y A5 "9J, "'5 IIEINe ;ff',W,11:D BY 90LAR CIRIElll'A11c,i. NOW lffl',5 AAI; rl<Ofwg) +<11:m:, 0). 15GM.. 11e !11\iJ. !IE F110V1111:11 FER !iOO Sf. (}f aQ'I; ffl;ATER 1111115' 'll!<11C,l,L 1"I /0 15 6H.. 1fiB: FER !00 Sf. PIUS /0 "1illl1ION.l,L 5 eoll.. ffl l'ER IOGO ~-1"11'-5LGll'll; ~11,t 'IWNe" 'IEllTICAL (2). M.L 1REl:5 111TH IC1 OF .>Ill' PW.I(, "'8, llRl'/1:, Ill~. lllll.lTY OR ~/ff aEltifT 5t\lLJ. ml'M: IO' OF~• lll'EP ROOT- I.M.E$ 01IEM!I: IIIDIC,l,11'll ON 11£ !Ullo. 13/. AU. 5IR.8 N1EJ6 !IW.I. RfGEVE !' LA'l'tR OF BARK M,W!l:XGLU)I~~ 3,1 AMII~ HOIJ$E#1 J3e ~EtJLOCK --270-vl-01 f',',L>-~1.:icr f.F. = 6..l.OC,' FOOTPRINT• IJNS.F. (°) MAINTENANCE PLAN · HEMLOCK AVE. . GAR-\Gia 2,ij HEMLOCK ~□<-Zi'U-ll• (&, r,o.o~o11w FF=>~:'-'.' FOOTPI\INT ~ 140-..S F. SCALE: ," :: 20' LANDSGAPED AREAS TO BE MAINTAINED BY 011'-lNER. SIDEWALK TO BE MAINTAINED BY THE C,ITY Of GARLSBAD I } . , iEXISTINc> HETROSIDEROS EXC.El..9.JS ------ -. (APPROX. 12" C.ALIPER.l TO 6E ,REMO-IED i .:-: EXISTING! PLATANUS AC-ERIFOLIA (APPROX. 12' C.ALIPER.l TO 6E ><t .. REMOVED •-I , I DA5HED LINE INDIC.ATE5 FRONT 111 ,,- YA~ SET6AC.K (ALl6N5 il'IITH 6UILDIN6 ED6E) EXl5TIN6 FOll'IER POLE TO REMAIN EXISTING PALM TREE TO REMAIN ~ATER USE PLAN •· HEMLOCK AVE. HOUSE#1 225 HEMLOCK 204-270-04-01 PAD• 61 30' F.F. • s,.oo· FQOTPRINT • 1358 S.F. '..\·-'.t(~•::,:,···:/."' ~~~ii:;.;' ....... , ,·,_.,,;.- i: ' :t -' . . . . HOUSEH1 22: rE~LCCK <Q-1-210~.o, f'ltll 61.JU· FF." el.W FlJQ.TFRINT" 1.1,,,; S F ' ,··<> ]35 HEMLOCK l□ol·U~·Uol-!l2 P"1l~VletJ -r,, ~,-ur FOOTm'NT" 1'°'1.S F HEMLOCK AVE. ' . :i I / 1--, \ i i I I ' GARAGE DASHED LINE INDIC.ATE5 6UILDIN6> SET6Ac.K PROPERTY LINE DASHED LINE INDIC.ATE5 ElUILDIN6 SET6AC.K I: ' . . \ .... ; L .. GARAGE HOUSE#2 235 HEMLOCK 204-270-04-02 PAD• 58.60' F.F." 59.30' FOOTPRINT, 1409 S.F 10 15 0 -------:::::J 10 I I ....... : 20 30 I ' SCALE: 1" -10' ~NOTE, AI..L EXISTING Tf(EES ON 51TE HITH LESS THAN 12" CALIPER SIZE ARE TO BE REMOVED, UN\ ESS OTHERV'11SE NOTED. ALL TREES ON SITE HITH 12" C.ALIPER OR LARe>E;R 5HALL REMAIN IN PLACE. +NOTE, A ROOT BARRIER ~HALL ElE OVER OR ADJAC.ENT TO ANY UNDE~ DRAIN I..INES A5 A MEANS OF PROTEC.TION MAIN5T ROOT INTRUSION. FINAL LO(:;ATION OF ROOT ElAARIER(S) 5t1ALL BE DE~INED ~tN6 C.ON5TRUc.TION 1st SUBMITTAL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SUBMITTAL: 05-03-16 GMP JOB NO: 15-044 ~va:, FQR IRRhSATION AND FI..ANTINS ONL '!", INC:,I..IJDIN6 ~ISE t.Oc.ATION OF Pl.ANTIN!& Hil;A. FINAL SUBMITTAL: 06-13-16 "AS BUILT" RCE __ _ EXP. ___ _ DATE REV[E'vJED BY, INSPECTOR DATE 11wtl ~--+-----l-----------------+---+---t----t---i PLANNING mvrsrnN = 20' \\OSCA \terso •J~~ l OSHEBET I CITY OF CARLSBAD IS1HEOETSI g m p LANDSCAPE PLANTING PLAN FOR: GARFIEJLD CUSTOM BEACH HOMES POTABLE Y'lA TER USE NOTE: NO AREAS SHALL UTILIZE RECYCLED OR !SREY Y'IATER Of ANY KIND ON SITE. ,--s. u.}ff -o., Ji;~~} ... =--.. gmp!t.ntlardi.com T 65-0 SSS 8977 3806 GARFIELD ST. CARLSBAD, CA 92008 1..P-01 APN, 204-270-04-01 . ll. APN, 204-270-04-02 ~-....1---....1---------------t--+---+-----i------i I APP .. ROVED ~ c; E:l~-...:>tc ~-~ -C'<e I _PLANNING DA1E . DATE INITIAL ENGINEER OF WORK DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: ---PROJECT NO. DRAW1NG NO. ~~~ ~~;--FUD 15-17 491-51 !"LAN ~~i l"'LAN x 4'. I: N (! z ::,: -st N ~ 0 {A) \) (! (! (!\) C nc.EE 1'0U6L.E STAKIN6 n II II II II I 1~1----~L II II II II II II 2xR00713ALL DIAMET!.:R E VINE: PL.ANTIN(S I PREPARED SOIL :l Pl.ANT TA61..ET El FINl511~ 4 ~ CURB Of< HARDS<;API: IMPROVEMENT />6 INDICA"lcD ON PLAN ©GONGRETE MOl'I STRIP Of< HA~Al'E !~NT AS INDICA1?V ON PLAN ~::7 :~T LE6END ~ x O.C. Sf'A(;IN6 PER PLANT LE15END AT E!:1/Sf OF PLANTIN6 AFIV. 1 TREE TRUNK 2 SEE Tl<EE PLANTIN6 DETAIL S VINYL TREE TIE (4 ~UIRft>) 4 (2) ~• DIA. x 10' LOD~ POLE PINE STAKES. TIE TREE mNK b' A!lOVE 61:NDINI:> MOMENT OF Tm. TIE 9HOIJLD f'l<OVJDf FU:X161!.ITI' OF "TRUNK, 6UT NOT Al.LOI'! RI.eel~ OF TRlhl<. M>AINST STAKE. aJT STAKES Ori' 6' />W7VE TIES. FINISH 61'U<DE 4' Hll:>H l'IATERl\11; BASIN (IF FU:GIJIREDJ 0 INSTALL Al<60R GUARD AT THE 6,1\Sf OF TREE IF IN I-N'III ~ f\..\lr-VI-Ctll 0v1NE ATT,',C,tl:D TO MLL./f'l:NCE l'IITH VIN'!'L PLANT TIES :2 1'I.R5l:RY STAKES TO eE REMOVED s MLL SURFACE 4 GFI.O\'IIN -I' ABOVE FINISH eAADE S 4" HI6H \l'l,l,TEFI.ING 6ASIN 6 PLANT TABLETS PER PLANTIN6 SPEGIFIC,ATIONS G)FINISH 6fV,DE @BAC,KFILL MIX (SEE SPEGIFIGATIONSJ 0001s11JF1.reD NATIVE SOIL @11.00T!lALL NOTE, VINE SHALL !lE ATTACHED TO Sl,IFl,f,'\C.E OF FFI.EESTANDIN6 MA50Nl<Y '1ALl.S 'fit CLEAR EPOXY VINE TII=>~ NOT ATTAC;H VIIES TOBUILDI VIHl:S YV MUFI.SERY ESPALIER ST AKE TO Ill: MOVED OUT OF ROOTeAU. ANV INSTALLEI) 6" FROM FACE OF i'iAL.L ~ APPLICA6L.l:J TOP OF l"tA reRIN6 6,t,SI~ TO !lE MIN. 6" El!l.01'1 FINISH:Il FLOOR OF l:IIJILDIN6 fli!C::.IIQN q._ OF TREE 5' 5' FLAN 2xROOTBALL DIAMETER 0GONCRETE 511'f 11ALK OR HARDSC,AF'I: IMPROVEMENT M INDICi'ITED ON Pl.AN 0~ lile 24-2 INSTAIJ. IN 10' J.ENeTHS, fl'P. ~=~FLM c;SC,ONC,R!:TE all'<B Of< HA~Af'I: IMPRO\/BY&;NT AS INDICATED ON f'l..lli'I NOTE, ALL TREES l'tTI-1I0' OF AN'!' l'IALK ~--"El<.IYE, BIJILDI~, IJTILITI' OR ttA"""""'APE El.fMENT SHALL l<E"'IVE 10' OF ROOT BAAAJER I.NI.ESI; OTHERl'l!SE INDIGA TED ON THE Pl.Ale. T6ALL l<O\'IIN I' N:,OVE FINISH 1:>F<ADE 4 FINISH eAADE AT 9LOPf s 5AC-KFILL MIX (SEE NOTES) "F FINISH SIJ~ACE Of PAYal Afli=A ~ 4' Hl6H MTEFI.I~ El,t,SIN (IF l<EGlUIRED J 0.:i•-e• 6AFI.K M.ILC,H LA'fER (SEE LEGEND FOFI. PEPTHJ {§)6AF1.K MULCH SHN.1-!lE PIJLl.l;D AJl't,\ y FROM e.-.se OF TREE/SiM A MIN. OF 6" NOTE, NtEl<E TREES AAE PLANTfD IN TURF AREAS WNTRAC,TOR 511AU.. FI.EMOVE W A MIN. OF 12' 1,i,t,_ AT TI-IE BASE Of THE Tffl. INSTALL AN AA60F1. SI.IAAD AT THE BASE OF THE TRUNK. D TREE AND SHRUe PLANTIN6 0------1,;:1 ~ , \ "---. -+r"(''':1''\\\ ft z' ::,: ~ ll'.'___[;~1:ii,_=--=--~t----<12 0FFI.ONDS -TIE l'IITH SIN6LE STR,t,Nl:1 OF 0!<6ANIC, MATEFI.IAL..._UNTIE AT END OF MAINTEN,l,Ni;E ,-cRIOD ©PALM TPJ.INK -SEE SPECIFICATIONS FOR SKINNIN6 04" Hli!;H l'IATEFl.lrteo 6A9IN IF REGIIIIRED 05AGKFILL MIX -100% l'IASlt:D SAND !J 00I5TUl<6f0 NATIVE 50IL 6 FINISH l:>F<ADE AT SLOPE '1 FINISH6RADE & PLANT T Ael.E"TS (SE!: 51"1:CIFICATIONSJ ~;a=EILAGK 6AATE BY NDS cfS4• FEl'I-FOAATED D!<AIN PIPE l'tRM"PED l'V DRAIN SOCK ® ¾• C,F1.USHl:D FI.OGK ~PPED l'IITI-1 FILTER FABRIC Fl-ANTING> NOTES I. A. THE PLANTIN6 PLAN 15 DIA~MMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAl'.E PREC.EDeNcE OYER PL.ANT GVANTITIES 5PEC.IFIED. 6. QUANTITIES SMOY'olN ON TPIE: PLANTINe:, PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE WNTAACTOR ONL. Y. C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES 6ET~EN QUANTITIES AND SYMBOLS SHOll'lN. 2. LANDSCAPE C.ONTRAC.TOR SHALL APPLY A CONTACT HERBICIDE, ViHERE l"IEEDS ARE PRESENT, PER MANUFACllJRERS SPECIFIC.ATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING, OR IRRl6ATION ViORK. 1"£ED5 SHALL BE ALLOl"IED TO COMPL.ETEL Y DIE BACK, INCLUPIN6 THE ROOTS BEFORE PROCEl:DINi& VilTH ViORK. 5. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM A TESTING A6ENCY (PRE-APPROVED 6Y THE CITY) TO THE LANVSC.APE ARCHITECT ElEFORE ElE61NNIN6 ViORK. THE TEST SHALL INDICATE 6UT NOT 6E LIMITfD TO THE FOLLOVilNG, A. OR/5,ANIC MATTER C-ONTENT 6. N,P,K c;_ pH D. EC E. 50\L TEXTURE (SILT, C.LAY, SAND) F. RECOMMENDATIONS FOR AMENDl'-1ENTS, LEAC.HIN6 AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE 50\L TESTIN6 LAOOAATORY 51-IALL. BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED REc.OMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INC.ORPOAATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL. BECOME PART OF THE APPROVED PLANS. 4. PRIOR TO PLANTIN/5,, IRF<.115,ATION SYSTEM 51-IALL 6E FULLY OPERATIONAL AND PLANTIN6 AREA5 SHALL BE THOROU6HLY SOAKED. 5. ALL AREAS TO 6E PLANTED, l"IHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE C.ROSS-RIPPED TO A DEPTH OF SIX (t.,") INCHE5 AND THE FOLLOl"IIN6 AMENDMENTS SPREAD EVENLY ANP THOROU/5,HL Y BLENDEP IN PER 1,000 SGUARE FEET (GlUANTITIE5 5U6JECT TO CHANr::iE PEI'(. SOIL ANAL Y515), A. B CUBIC, YARPS NITR06EN FORTIFIED REDViOOD 5HAVIN6S 6. 100 POUNDS A6RICUL 11.IAAL i&YPSUM C.. 15 POUNDS \f(.ON SULPHATE D. 25 POUNDS 16-6-8 51-01"1 RELEASE FERTILIZER o. EACH PLANT SHALL REC.EIVE "A6RIFORM" (OR EGlUAL) PLANT TABLETS A5 FOLLOl"IS, A. f(.C)OTED CUTTINIS,/4" POT (I) S 6RAM 6. I 6AL. CONTAINER (I) 21 ~M C. 5 6AL. CONTAINER (5) 21 1.:>RAM D. IS e-AL. CONTAIN~ (5) 21 <:IRAM E. BOX TREE (I) 21 ef<.AM PER B" eox SIZE 1. PLANT BACK FILL SHALL 6E 50% SITE SOIL, AND SO% NITRO.SEN f'ORTIFIEP REPViOOP SHAYIN6S BY VOLUME. 8. PL.ANT PITS SHALL 6E Ti"jJCE THE SIZE OF THE DESI.SNATED NURSERY C.ONTAINER. <l. PLANT MATERIAL. SHALL NOT E.lE ROOT BOUND. FIVE G>ALLON PLANTS AND LARGoER 5HALL HAYE BEEN .SROViN IN C.ONTAINEl<.5 FOR A MINIMUM OF t, MONTHS AND A MAXIMUM OF TViO YEARS. 10. PLANTS SHALL EXHIBIT HEAL THY 6ROl"ITH AND 6E FREE OF DISEASES AND PESTS. II. 5TAKE ALL TREES PER DETAIL. 12. REMOVE NUl<.SERT' STAKES ON ALL VINES AND ATTAC.H TO ADJACENT f'ENC.E5 VilTH 15,ALV. NAILS AND 6REEN NURSERY TAPE. 15. REMOVE NURSERY STAl'.ES AND TIES FROM ALL C.ONTAINER STOCK. MAINTAIN SIDE GROViTH ON ALL TREES. 14. PLANTS SHALL NOT BE PLACED l"IITHIN Tl"IELVE (12") INCHES OF SPRINKLER HEADS. 15. 5HliWB5 5HOl"IN IN PLANT AREAS SHALL BE UNDER-PLANTED VilTH ~OUNDCOVER SHOl"jN BY ADJACENT SYMBOL, TO VilTHIN 12" OF MAIN PLANT STEM. It>. LANDSC.APE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% ~AIN/11(:,f Al'iAY FROM ALL elJILDING,S, 5ffl.JCTURE5, AND ViALLS. FINISHED GiRADES SHALL BE SMOOTHEP TO ELIMINATE PIJDDLIN6 OR STANDIN/5, MTER. 11. FINl51£D 6RADES SHALL 6E ONE (\) INCH 6ELOl"I THE TOP QF CIJREIS, :,ILLS, AND Y'IAl.Kr-lAYS IN ALL AREAS. V'IHERE SOD 15 LAID NEXT TO THESE IMPROVEMENTS-FINl9H eRADE BEFORE LAYINi:, SOD SHALL 6E 1-1/2" ElEL.OVi THE TOP.II,. THE LANDSCAPE CONTRACTOR SHALL L.EAYE SITE IN A CLEAN CONDITION, REMOVING, ALL UNJ5EP MATEf(.IAL, TRASH, AND TOOLS. l<l. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINl!r.i FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT C.LEAN, MTERED, AND l"IEEV FREE. 20. AT COMPLETION OF ALL l"IORK OUTLINED IN THESE PLANS, THE LAND9CAPE CONTRACTOR SHALL C-ONTACT Ol"INER AND ARRANeE FOR A ViALK THRO~ TO DETERMINE THAT ALL ASPECTS Of' rlORK Ai;:E COMPI.ETED. V'IORK MJST 6E FULi.. Y COMPLETB;I ACCOR.DIN(;, TO Al.I.. Pl.ANS ANl:I SPECIFICATIONS, MJ5T 6E COMPLETED IN A c::,OOD Y'lORKMAN9'HIP MANNER, AND MlJ5T 6E ACC.EPTED B'T' THE Ol"INER IN 1'11<.ITIN6 PRIOR TO THE ElEIS,INNINe OF THE MAINTENANC.E PERIOD. 21. THE MAINTENANCE PERIOD SHALL INC.LUz;,E THE FOLLOl"jlNG, ¾OPE OF l"IORK, A. DAILY MTERING> OF ALL PLANT MATERIAL. 6. l"IEEDING AND REMOVAL OF Ail, !"EEDS FROM <!iROUND COYER ~AS. C.. REPLAC.EMENT OF ANY DEAD, DYING-, OR DAMA<:IED TREE:i, 5HRU6S, OR e:,ROUND COVERS. D. FILLIN6 AND REPLANT\Ni:, OF ANY LOVi AREAS l"IHICH MAY CAUSE STANDIN<,; MTER. E. ADJUSTING, OF SPRINKLER HEAD HEl<!iHT AND ViATI;RIN(!; SYSTEM. F. FILLING, AND REC.OMPACTION OF EROl?ED Ai;:EAS. G. ViE~ Y REMOVAL OF AI..L TRASH, LITTER, C.LIPFIN65, AND ALL FORE:le.N DEBRIS. H. AT 50 DAYS Afmii1. PL.ANTIN(:,, AMMONIUM SUL.FATE SHAU. 6E APPLIED TO LAl"IN AREAS AT THE RA TE OF .5 LB5. PER 1,000 SQUARE FEET. I. AT t>O DAYS AFTER PL.ANTIN(S, AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY lti-6-8 (OR EGUAL) SHALL BE APPLIED AT THE RATE OF o L65. PER IPOO SGIUARE FEET TO LAffi AREAS AND PLANT\~ AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE WNTRACTOR SHALL CONTACT OV'INER AND ARRANGE FOR A FINAL MLK THROUc,H, OViNER MUST AC-C-EPT ALL MAINTAINED AREAS IN ViRITIN6 PRIOR TO END OF MAINTENANC-E PERIOP. 23. ALL /&ROUND C.OVERS 5HALL 6E 15,1,JARANTEED SY THE WNTAAC.TOR AS TO 6ROViTH AND HEAL TH FOR A PERIOD OF SIXTY (t>O) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL AC-C-EPTANCE. ALL SHRU65 SHALL. BE GUARANTEED BY THE CONTRACTOR AS TO &ROV'ITH AND HEALTH FOR A PERIOP OF NINETY ('10) PAYS AFTER C-OMPLETION Of MAINTENANC-E PERIOD AND FINAL ACC-EPTANCE, ALL TREES SHALL BE 15,1,lARANiEEP er THE C.ONTRAC-TOR TO LIVE AND (:,ROI"! IN AN AC-C-EPTABLE UPRl6HT POSITION FOR A PERIOD OF ONE(\) '(f;AR AF-rel<. COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE 24. THE CONTRACTOR, Y'llTHIN FIFTEEN (IS) PAYS OF ViRITTEN NOTIFIC-ATION BY THE LANDSCAPE ARC-HITECT, SHALL REMOVE AND REPLACE AU c,UARANTEED PLANT MATERIALS, l-"4HICH FOR ANY REASON FAIL TO MEET THE REGUIREMENTS OF THE 6\JAAANTEE. REPLACEMENT SHALL BE MADE VilTH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGrlNAL PLANS, AND ALL SUCH i;:EPLAvEMENT MATERIALS SHALL BE 6UARANTEED AS SPECIFIEP FOR THE OR.li;INAL MATERIAL 6UARANTEE. 2S. ALL SHRU6 AREAS SHALL f<EC.EIVE :l" DEPTH ~DDED OR6ANIC. 6ARK MUL.C.H UNLESS NOTED. 26. ALL TREES TO ElE PLANTED A MINIMUM DISTANCE OF, A.) IS' FROM ALL. STREET Ll<SoHT POSTS 6) 5' FROM ANY SEl"IER, Vi.ATER OR DRY UTILITITY LINE5 C) 10' FROM ANY 6AS LINE OR 5TORM DRAIN. DJ 5' FROM ANY DRIVEl"IAY E.) 15' FROM ANY FIRE 1-/'!"0RANT 21. ALL TREES PLANTED VilTHIN 10' FROM ANY HAROSCAFE PAVEMENT, OR C.UR.65 5HALL RE:CEIVt: A L624-2 'DEEP ROOT' TREE ROOT 6ARRIER INSTALLED IN A 10' LINEAR APPLICATION, OR AS SHOViN ON PLANT\Ni:, PLAN. ROOT BARRIER 5HAll NOT ENC.IRCLE THE ROOT 6ALL. SEE ROOT BARRIER DETAIL. GMP JOB NO: 15-044 ~YEP FOR l~ll&ATION AND PLANTIN6 ONL "I', INCUJC)IN6 F'REGISE L.Oc.ATION OF PLANTIKe; HlEA. 1st SUBMITTAL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SVBMITTAL: 05-03-16 FINAL SUBMITTAL: 06-13-16 "AS BUILT" EXP, __ _ DATE REVIEWED BY• INSPECTOR DATE 1lSCA \t&rson f3? r-·---+---------------i-----1,______....___-1------1 ~ CITY OF CARLSBAD I s.lHEOETS j " ~ PLANNING DIVISION u~ ~ §"' -0 <> d)"? ---..... m /40~0 Sorr~cnto VBi!,'::y Btv::t !:tiite 200 .Se:1n D i<::90, CL\ 9212"1 gm~}!m!l'ld .in:rt ,c,-::im T a.sa ssa. 2sn LANDSCAPE PLANTING DETs & NOTES FOR: GARFIELD CUSTOM BEACH HOMES 3806 GARFIELD ST. CARLSBAD, CA 92008 i-----+----+--------------1----1-----1---+.----1 LP-02 APN, 204-270-0.1-Ql S. APN, 204-270-04-02 APPROVED -i::::-~W I,::, , I'-'> -(..\,c PLANNING DA1E DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWlNG NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PUD 15-17 491~51 PLANTINcSo SPECIFICATIONS LAND5C-APING PART I -5ENERAL I.I RELA 1ID DOCUMENTS !:,EC,TION, 1.2 51.JMMAAY A. THIS 5EGTION INC.LUDES THE FOLLOYilNG, I. TREES. 2.~. 5. PLANTS. 4. SOIL AMENDMENTS. 5. FERTILIZERS AND MIJLC,Hl;S. 6. STAKES. 1. LANDSC.APE EDi,,IN6S. 1.,; 5UBMITTAL.S A. ~RAI., 51.leMIT EACH ITEM IN THS AR.TIC.LE AC,C,OFWING TO THI= c.oNDITIONS OF THE CONmAc.T. 6. Pl<ODIJC.T c.ERTIFIC.ATES SIGNED BY MANUFAC.~ C.ERTIFYING THAT THEIR f'FI.ODUC.TS COMPLY YilTH 5PEC-IFIED REGUIREMENTS. I. MANUFACrURER'S CERTIFIED ANALYSIS FOR STANDAFW PRODUCTS. 2. ANALYSIS FOR OMR MATERIALS BY A RECOGNIZED L.ASORATORY MADE ACCORDING TO METHODS ESTABLISHEP BY THE ASSOC.IATION OF OFFIC.IAL ANALYTIC.AL C.HEMISTS, I'll-ERE APPLICABLE. 5. LABEL DATA SUBSTANTING THAT PLAtm,, TREES, SHRI.JS$, AND PLANTING MATERIALS C.ot-PL 'I' Yi!TH SPECIFIED REGUIRE:MENTS. C.. MATE:RIAL 1ST REPORTS FROM GUALIFIED INDl=PENDENT TESTING MENC.'I' INDIC.ATING AND IN~INI:) TEST RESULTS RELATIVE TO C.OMPLIANCE OF THE FOLLOYilNIS> MATERIALS YiliH REGUl~MENTS INDICATEP. I. ANALYSIS OF EXISTING SURFACE 90IL. 2. ANAL. '!'SIS OF IMPORTED TOP90IL. D. Fl.ANTING SC.HEDULE INDIC.ATJNi:; ANTIC.IPATED DATES AND LOCATION=> FOR fAG.H TT1"E OF PLANTING. 1.4 GIUALITY A5SURANCE A. INSTALLER GIUALIFIC.ATION5, ENi:;ME AN EXPfRIENCE:1' IN5TALLER l'llllO HAS C.OMPI.E"J'l;P LANDSC.APING ml<K SIMILAR IN MATERIAL, DESl<:,N, AND EXTENT TO THAT INDICATED FoR THIS l"ROJEC.T AND l'IITH A REc.ORD OF SIJCG.ESSFUL LANDSCAPE ESTAflLISHM!;NT. I. INSTALLER'S FIELD SWERVISION, REGUIRE IN5TALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE DURING TIMES THAT LANDSCAPING 15 IN f'!<Q6Rf55. 6. f'l<OVIDE GUALITY SIZE, l:IENIJ5 SPEC,IES AND VARIETY OF~ AND 5HRLl65 INDICATED, COi"l"LYING YilTH APPLICABLE ~l~TS OF ANSI Z6O.I "AMER.IC.AN STANDARD FOR M.RSERY STOCK." C.. PREINSTALLATION CONFERENCE, GONOUC.T C.ONF!:RENCE AT PROJEC.T SITE NOTIFYING GIT'r' (:If" GAAL.SeAD LANP¾APE Af!.!;HITEC,T, ALLOl'i 42> HOURS NOTIGE. I.S DELIVERY, !'>TORAGE, AND HANDLING A. PAC.KA6ED MATERIAL!'>, DELIVER PAc.KA6ED MATERIALS IN CONTAlflal.S !'>HOYilN6 VIEIISHT. ANALY5I~1_AND NAME OF MANUFAG~. PR01cGT MATERIALS FROM DETERIORATION DIJF1.ING DELIVER.I""' AND YiHILE STORED AT !'>ITE. B. TREES AND 5HRU65, DO NOT PRU1'l: TRa=o AND ~es 6EFORE DELIV!:R'T', E.XPeC, T AS APPROVED 6'1' LANlr.iGAPE ARCHITEC.T. PlWTEC,T BARK, eRANCl!ES, AND ROOT SYSTEMS FROM 5UN SC.ALD, DRYING, SY£ATING, YiHIPPINGf AND OTl-ll;R HANDLINIS> AND TYLIN6 DAMME. DO NOT BEIID OR BIND-TIE m:ES OR 5HRIJ6S N :UC.If A MANNER AS TO DE5TRO'r" NATURAL SHAPE. PROVIDE f"RO'TEC.TIVE C.OVERING DURING DalYERY. DO NOT DROP TREE5 AND ~65 DURING DELIVERY. C. Dal\/ER TREES 5HRUB5, GRCUND COVERS, AND PLANTS AF"ll=R !"REPARATIONS FOR PLANTIN6 HAVE 6EEN C.OMPLETED AND INSTALL IMMEDIATELY. IF PLANTING 15 DELAYED AFTER I,ELIVERY, 5ET PLANTING MATERIAL5 IN SHADE, Pl<OTEC,T FROM l'IEATHER AND MEC.HANICAL DAMAGE, AND KEEP ROOTS MOIST. I. DO NOT REMOVE C.ONTAINEriHSROYiN STOCK FROM CONTAINERS BEFORE TIM: OF PLANTIN5. 2. YiATER. ROOT 5YSTl:M5 OF TREE5 AIID 5HRU65 STORED ON SITE YilHT A FINE-MIST Sf'R.AY. YiATER AS OFTEN AS NECESSARY TO MAINTAIN ROOT 5'1'STEM5 IN A MOIST CONDITION. lh PROJECT C.ONDITION5 A. UTILITll3, DETI:RMINE LOGATION OF ABOVE: c.AADE AND UNDER&ROUND UTILITll:S AND PERFORM ~INA MANNEF< YiHIC.H 11ILL AVOID DAMA61::. HAND EXCAVATE, AS F!EGUIFS. MAINTAIN 6RADE STAKES UNTIL REMOVAL 15 MUTlJALL'I' l'6REEP UPON Bl' PAATlc:5 c.oNc.E~D. B. EXCAVATION, i'ff!N CONDITIONS DETf!.IMl:NTAL TO PLANT GROWTH Al':E eNC,OUN JEl<l:J) :SUC.H />$ RUBBLE FILL, ADVERSE DRAINAGE: C.ONDITION!'i, OR 06S"T!WC,TION5, NOTIFY LAND9c.APE ARC-HITl:C.T BEFORE PLANTING. 1.1. COORDINATION AND SCHEDULIN& A. COORVINATE INSTALLATION OF PLANTING MATERIALS DURING NORMAL PLAKTING, 5EA50NS FOR EAc.H TYPE OF PLANT MATERIAL REG\JIRED. lb YiARRANTY A. GENERAL YiARRANTY, 11-IE 5PEc.lAL YiARRANTY SPECIFIED IN THIS ARTICLE SHALL NOT Dl::PRIVE THE OYiNER OF OTHER Rl6HT5 THE Ol'INER MAY HAVE UNDER OTl-lfR PROVl5ION5 OF THE C.ONTRACT DOCUMENTS AND SHALL 6E IN ADDITION TO, AND RUN CONC.Uf<F<ENT NI;~ OTHER YiAAF1-ANTIES MADE 6Y THE C.ONTRAC.TOR UNreR REGUIREMl=NTS Of TI-IE CONTRACT DOGI.IMc:NT5. 6. 5PEC.IAL YiARRANTY, YiAAAANT THE FOLLOYilNG LIVINi:; PLANTINIS> MATERIALS FOR A PERIOD OF ~s~!t_~~Cbi'JW ~fi~Y~J~~UD~~~~~~~f'~~R ~~~ EXC.l;PT FOR DEFECTS R6UL TING ~OM LACI< OF ADEGUA Tl; MAINTENANc.E, Nt:i:;LECT, OR AEllF.iE BY Ol'iNER, ABNORMAL YiEATHER c.oNPITION5 UNUSUAL FOR YiARRANTY PERIOD, OR INc.lDENT5 THAT ARE BEYOND C.ONTRAc.TOR'5 WNTROL. C.. REMOVE AND REFJ..A(;E DEAD f'LANTIN6 MATERIALS IMMEDIATl;LY UNLESS REGUll<B, TO PLANT IN THE SUCCEEDING FLANTIN<'J, 5EA50N. D. REFI.Ac.E PLANTING MATERIALS THAT ARE MORE THAT 25 P!:R(;ENT DEAD OR IN AN UNHEAL TliY" CONDITION AT END OF YiARRANTY PERIOD. l.'I TREE AND SI-RUB MAINTENANCE A. MAINTAIN TREE!'> AND 5HRU65 13'1' PRLINI~1.c.ULTIVATING_.YiATERl~ l'!EEDl~,._FER.TILIZING, RESTORINe. PLANTING SAIJC,ER.S,,Tle.HTE:NINO> AND REPAl1"IN6 !'>TISl'J:5, AN!:) =SETTINI& TO PROPER ~ES OR VERTICAL POSITION AS REQUIRED TO KEEP TREE!'> AND 5HRUB5 FREE OF INSEC-TS AND DISEA!'>E. RESTORE OR REPLAGE DAMMED TREE YiRAPPING!'i. MAINTAIN TREES AND 5HRUBS FOR THE FOL.LOl'IIN6 PERIOD, I. MAINTENANCE PERIOD, 5 MONT~ FOLLOYilNG SIJSSTANTIAL COMPLETION. PART 2 -PRODUCTS 2.1 TREE AND 5HRW MATERIAL A. GENERAL, FURNISH l,IJR5ERY-GROl1N TREES AND 5HF1l!ElS C.ONFOf<MING TO ANSI Z6O.I, YilTH HEALTHY ROOT SYSTEMS DEVELOPED El'!' TRAN5PLANTING OR ROOT PRUNING. PROVIDE YiELL-sHAPED, FULLY-BRANc.HED, HEALTHY, VIGOROUS STOCK FREE OF DISEAS!:, INSECTS, EGGS, LARVAE, AND DEFEATS SUCH AS !<NOTS, SUN SC.ALD, INJURIES, AeRASIONS, AND DISFIISUREMEHT. 6. 5R.ADE, PROVIDE ~ AND SHRLIElS OF 5IZES AND GRADES C.ONf'ORMIN6 TO ANSI Z6O.I FOR TYPE OF TREE5 AND SHRUBS REGUIREV. TREE> AND SHRUBS Of' A LARcSER SIZE MAY 6E USED IF AGCEPTAl:lLE TO ARC-HITECT, YilTH A PIWPORTIONAT!: INc.RE~ IN SIZE OF ROOTS OR 6AI.L5. C. LA5EL AT LEAST I TREE AND I SHRUB OF EAC.H VARIETY AND CALIPER 111TH A 5!:C.URELY ATTACHED, YiATERPROOF TA6 6EARINe. LE6I6LE DESll!iNATION OF ElOTANIC.AL AND WMMON NAME. 2.2 :;.HADE AND FLOJleR!Ne. TR.a;;, A. SHADE TREES, 5INGLE-5TEM TREl:5 l'IITH S'TAAle+IT TRUNK,.~L-6ALANGED e,= AND INTAc.T LEA~,2f SIZE INDIC.AT!:D,_ coN!'ORMING TO ANSI ZbO.I rO!< TI'1'1: °" TREES RED. I. e""""'"JN6 HEie.HT, 1/2 vF TREE HElet-lT. B. SMALL TREES, SMALL UPRIGHT OR SPREADING TYPE BRANc.HED OR ffi.JNED NATURALL 'I' ACc.oROINIS> TO SPECIE!', AND TYPE, AND ~ITH RELATIONSHIP OF CALIPER, HEie.HT, AND BRANc.HING RECOMMENI)EI) 6'1' ANSI ZbO.I, AND STEM FORM AS FOilOl'i!',, I. FORM, MIJL TISTEM, C.LUMP, YilTH 2 OR MORE MAIN STEMS. G. C.ONTAINER-GROJi'IN TREE!'> YilLL MEET ANSI ZbO.I LIMITATION!'> FOR CONTAINER !'>TOc.K. 2.9 BROADU:AF EVERGREENS A. FORM AND SIZE, NORMAL-GUALITY1,l'lfLL-6ALANc.ED, 6ROADLEAF EVERGREENS, OF TYPE, HEIGHT, ~. AND SHAPE REGI.IIRED, C.ONFORMIN& TO ANSI Z60.I. 2.4 PLANTS A. PROVIDE PLANTS E5TA6Ll51-Et> AND 11ELL ROOTED IN REMOVABL.E C.ONTAINERS OR INTEi:;AAL PEAT POT5 AND YilTH NOT LES5 THAN THE MINIMJM NUM6ER AND LENGTH OF RUI-Nl:RS REGUIRED ElY AN51 260.1 FOR THE POT SIZE INDICATED. 2.aiSOIL AMENVMENTS A. LIME, ASTM C 602 C.LA55 T A6RIC.UL"TURAL LIMESTONE C,ONTAINING, A MINIMUM 00 PERc.ENT C.ALCIUM C.AR60NA1E EQUIVALENT, 1'1111'1 A MINIMUM qq PERCENT PASSINe. A NO. 1'> (2."6 MM) 51..EVE AND A MINIMUM 15 PER.GENT PA55INIS> A NO. 60 (250 MICROMETER! SLEVE. I. PROVIDE LIM£; IN THE FORJ'-1 OF DOLOMITIC. LIMfSTONE. fl. ALUMlltJM all-FATE, G~IAL l?AADE, UNADULTERATED. C.. SAND, CLEAN, YiASHED, NATURAL OR MANUFAc.TUFU:D 5AND, FREE OF TOXIC. MATERIALS. D. PER.LITE, 1-iOf<TIC.UL TURAL PER.LITE, SOIL. AMENDMENT GRADE. E. PEAT HUMUS, FINEI..Y DIVIDED OR GRANULAR TEXTURE, YilTH A PH AANe.E OF 6 TO 1.~.Q_Q.MPOSED OF PARTIALLY DEC.OMPOSED M095 PEAT (OTHER THAN 9FHAGNIJM), PEAT HUMUS, OR r<e;J.1-SEDGE PEAT. F. PEAT HUMUS, FOR ACID-TOLERANT TREE$ AND SHRUBS, PROVIDE MOSS PEAT, YilTH A PH RAN&£: OF 52 TO 4.5, C.OARSE FIBROUS TE.X11JRE, MEDIUM-DIVIDED SPHAGNJM MOSS PEAT OR REED-sEDGE PEAT. 5. 5MDU5T OR <S>ROUND-BARI< HUMIJS, DECOMPOSED, NITROe.EN-TREATED, OF UNIFORM TEXTURE, FREE PF ~s1~0~A~~~x~lfl-l'fr l~~T7:.11Ei1-"'tr..ii Ki:;J OF AMMONIUM NITRATE OR 0.25 Le /4 Jr;;G>) OF AMMONIUM SIJLrATE PER C.U. FT. (C.U. M) OF LOOSE SN'IDIJST OR &ROUND BARK. H. MANURE, v-eLL-ROTTED, UNLEAGHED STA6Lf; OR GATTI.EMA~ C.ONTAININi:; NOT MORI; THAN 25 PERCENT 6'1' VOLUME OF STRAYi, 5AYiDU5T, OR OTHER flfDDINI& MATERIALS; FREE OF TOXIC 91.eSTANc.ES, STONES, STlc.KS, 90IL, YiEEL SEED, AND MATERIAL HARMR.IL TO PLANT e.ROMH. I. HERBICIDES, EPA f<fiS>ISTERED AND APPROVED, OF TYPE Rfc.OMMENDED 6'1' MANUFACTURER. J. 11/'1 TEii:, f!,,.5 PROVli::it';D 6'r' LOCAL l"lA TER MVEY OR. 2h FERTILIZER A. 60Nl:MEAL, COMMERc.lAL1 AAl'i, FINEL 'I' ~ND; MINIMUM OF 4 PERG,ENT NITROi:;EN AND 20 PERCENT PHOSPHORIC AC1D. 6. 51.f'ERPHOSPHATE, C.OMMER.c.lAL., PHOSPHATE MIXTURE, SOLU6L.E; MINIMUM OF 20 PERCENT AVAILABLE PHOSPHORIC Ac.ID. C. C.OMMERCIAL FERTILIZER, C.OMMERc.lAL-cSRADE C.OMPLETE FERTILIZER OF NEUTRAL GHARAc.TER, C.ONSISTING OF FA5T-AND SLOrl-REI.EASE NITROIS>EN 50 PERGENT DERIVEO FROM NATURAL ORGANIC. !'>OURGl:5 OR UREA-FORM, PH05PHOROU5, AND POTASSIUM IN THE FOLLOYilNG C.OMPO5ITION, I. C.OMPO!'>ITION, I L6 PER 1000 SG. FT. (0.5 Ke. PER 100 SG. M) OF ACTUAL NITROGEN, 4 PERCENT PHOSFHOROUS, AND 2 PERCENT POT A!'iSIUM 6"1" l'!Ele.HT. 2. COMPOSITION, NITROl&EN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A GUALIFIEP 50IL·Tl:5TING MENCY. P. Sl.011-RELEASE FERTILIZER, GRANULAR FERTILIZER C.ONSISTING Of' 50 PERC-ENT YiATER-IN50LU6LE NITIW!&EN, PHOSPHOROUS, AND POT AS;,ILIM IN THE FOW.O111NG G.Ol'IPOSITION, I. C.OMPO!;JTION, 5 PERCENT NITROGEN, 10 PERCENT PH09PHOROUS, AND 5 PERCENT POTASSIUM, 6'1' YiEIGHT. 2. COMPOSITION, 20 PERCENT NITROISEN, 10 PERCENT PHOSPHOROUS, AND JO PERCENT POTASSIUM, 6'1' YiEIGHT. 3. C.OMPO5ITION, NITR.Ol:IEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS REC.OMMENDED IN SOIL REPORTS FROM A GUALIFIEP SOIL-TESTING Ae.ENc.Y. E. SOIL CONDITIONER / FERTILIZER, <S>RANULAR FERTILIZER AND SOIL C.ONDITIONE:R YilTH THE FOLLOYilNIS WMPOSITION, 6 PER.c.ENT Nl"IR.06EN 2 PEl<.c.ENT PHOSPHOROUS; 4 PERGl=NT POTASSIUM; 5 PERCENT 5ULFLIR, l3Y l"IEIISHT. SHAL[ AL.SO C.ONTAll'I 20 % HUMIC. AC.IDS. F. SOIL c.oNDITIONERS, I. HUMA TE SOIL c.oNDITIONER Yi/ 40 % HUMIC. AC.IDS 2. HJMATE SOIL C.ONDITIONER l'V 10% HUMIC. Ac.IDS YilTH GRANULE 1-2 MM 5. HJMATE SOIL CONDITIONER l'V6'1'PSUM, 25% HJMfG Ac.IDS, 1 PERCl:NT C.ALCIUM, 5 PERCENT a!LFUR 6. MYCORRHIZAL INOC.ULUM PRODUCTS, MYCOF<RHIZAL FUt-16I FORM THE FOUNDATION OF Ec.re'l'STEM fUl-(;TION IN MOST ~STRIAL VE6ETATION. THE FUNGI 1'1I1.L PERMEATE THE SOIL AND IN~NNEC.T THE ROOT S'l'STl:MS, INC.LUDIN6 DIFFERENT PLANT SPECIES. BENEFITS INCLUDE, EARL 'I' e.ROYiTH; EARLY ~OTIN6; DECREA$!:D YiATER AND l'ERTILI~ LeE; INC,~ f'A0015EN ~SSION I. ENDO 120 (AFISUSCULAR MYCORRHIZAL INOG-1.11.UM), (<S>LOMU5 INTRARADICES AVAILABLE IN 10 AND 20 LB. BA65. 2. MYC.O PAKS (ENDO EC-TO TEA BAISS); A BLEND OF ENDO AND EC.TO M'l'C.O~IZAL FUNGI IN A 1 GRAM PAI<. 5. MYC.O DRENCH /ENDO EC.TO BLEND FOR SOLUTION); FOR U9E ON l::XISTING OR NEl'I LANDSCAPE 6EC.AU5E IT YilLL MOVE 00~ THROUi:;H THE SOIL PROFILE. IT IS A 6LEND OF 15 CAREFULL 'I' *l.EGTED MYCORRHIZAL FUNGI.. EASY APPLIC.ATION , i:;OES INTO SOLUTION FOR Dl'<!;NC,HINe., INJl¼TINl!i, TOPICAL APPLIC.ATION. MICRONIZINIS> ALLOffi MOVEMENT 111ROU(SH Tt-E SOIL MN APPLIEP ON TOP. AVAILABLE IN I L6. 6Ai:;S i"tllC.H MAKES 200 e.ALLONS OF SOLUTION 2.1MIJI.CHE5 A. Oll.i:;ANIC MULc.H, ORGiANIG MIJC.H, FRfE FROM DEI.J:l'ERIOIJS MATEII.IALS AND 5UITAElLE "5 A TOP DRE95INIS> OF ~ ANP :,Hfl.l.l65, C.ONSISTIN<!i OF ONE OF 1rlE FOLl.or!INi:;, I. TYPE, i:;ROUND OR SHREDDEP 6ARI<. 6. PEAT MULCH, PROVIDE PEAT MOSS IN NATURAL, 5HRED~£._OR IS>RANULATEP FORM, OF FINE TEXTURE, Yil11'1 A PH Ri'INe.E OF 4 TO b AND A l'IATER-AB:;,vc,ING GAPi'lc.lTY OF 1100 TO 2000 PERc.!::NT. C.. FIBER MULC.H, BIODE~AEILE DYED-YiOOD CELLULOSE-FIBER M.ILCH NONTOXIC. FREE OF PLANT &RONTH-OR 5ERMINATION-INHl6ITOR5, l'IITH MAXIMUM MOISTURE C.ONTI:NT OF 15 PERC.ENT AND A PH RAN6'E OF 4.5 TO 6.5. D. IN!'>TALL S" DEPTH OF MULC.H IN ALL NON-TURF PLANTll«s AREAS LESS STEEP THAN Sal. 2.fi STAl<ES A. UFRleHT STAl<:ES, ~ue.H-SAffi, SOUNP, NEYi HARDrlOOD, REDriOOD, OR ~-PRE9El<.VATIYE-Til.EATED ~OOD, ~ OF l<NOT5, HOl.qf_f<OSS c:,RAIN, /\ND O"IHER Del'Ec.TS, 2 INC.HES DIAM=TER BY I.ENG>TI-1 INDIC"TED, POINTED AT ONE t:IV. 6. H09E c.HAFll'le. l:)UARD, REINFORc.8' F<JJB&R OR PLASTIC. HOSE AT LE"5T 1/2 ll'lc.H (15 MM) IN DIAM!:TER, flLAC.I<, C.UT TO I.EN&TH5 REQUIRED TO PROTEc.T TREE TRUNl<5 DAMME. PART S -l::XEC.UTION 5.1 EXAMINATION A. EXAMINE AREAS TO RECEIVE LANDSCAPING FOR C.OMPLIANC.E l"IITH REGUIREMENTS AND FOR CONDITION!', AFFEC.TING PERFORMANCE OF l'iORK OF THIS SECTION. DO NOT PROC,El:D l"llTH INSTALLATION UNTIL UNSATl5FAGTOR'I' CONDITIONS HAVE SEEN C.ORREC.TED. 5.21'REPARATION A. LAY OUT INDIVIDUAL TREE AND SHRUB LOC.ATION5 AND AREAS FOR MULTIPLE PLANTING!'>. STAKE LOC.ATIONS, OUTLINE ARE~, AND SEC.URE Al<GHITECT'S AC,C,EPTANc.E BEFORE THE START OF PLANTINe. V'IORK. MAJ:;£ MINOR AOJUSTMENTS AS MAY BE REGUIRED. 3.3PLANTI~ 5011. PREPARATION A MIX SOIL AMENDMENTS AND FERTILIZERS l'IITH SITE SOIL AT RATES INDIC.ATED. DELAY MIXING FERTILIZE!<. IF PLANTIHe. DOES NOT FOLLOl1 PL.AGING OF PLANTING> SOIL l"IITHIN A FEl'I DA"T'S. AMENDMENTS l"IILL SE MODIFIED FROM THOSE NOT!:D ElASED ON !',OILS REPORTS PERFORMED BY c.oNTRACTOR MIN. /;lJ. fl. FOR TREE PIT OR TRENCH BAc.Jr;;FILL, MIX PLANTING SOIL BEFORE BAc.KFILLING AND STOCKPILE AT SITE. C.. FOR PLANTING l:lEDS, MIX PLANTINe. SOIL EITHER PRIOR TO PLANTING OR APPL 'I' ON SURFAc.E Of TOPSOIL AND MIX THOROUGHLY BEFORE PLANTINl:7. D. PLANT BAc.KFILL SHALL BE PER THE SOIL TEST SHO"N OH THESE PLANS PERFORMED ElY SOIL$ PLANT LA6 DATED MAY 2, 2012 .. 11-IE APPROVED RECOMMENDATIONS FOR AM:NDMENTS AND 6AC.Jr;;FILL SHALL 6E INCORPORATED INTO THE LANDSC,Af'E PLANS PRIOR TO THE START OF C.ONSTR.Uc.TION ANV SHALL 6EGOME PART OF THE APPROVED PLAN5. PROOUC.TS SPEC.IFIE:D 6'1' PRODUC.T NAME ElY THE SOIL LAB IN THE ~NDATIONS MAY BE 9UEY.oTITUTED YilTH 'OR E:GUAL' PRODUC,TS APPROV!;D fl'( THI: IJINP9(;Al"E ~ITEC,T. 5.4 &ROUND C.OVE:R AND PL.ANTING 61':D PREPARATION A. LOOSEN SUl¾oRADE OF PLANTING ElED AREAS TO A MINIMUM DEPTH OF 6 INC.1£5 (150 MM). REMOVE STOl'leS LARGER THAN 1-1/2 INC.Hl=S q5e MM) IN ANY DIMENSION AND 5Tlc.KS, F!.OOTS, f<UBfll5H, AND OTHER EXTRANEOUS MATERIALS. 6. SPREAD PLANTING SOIL MIXTURE TO DEPTH REGUIRED TO MEET THICKNESS, &RADES, AND ELEVATIONS SHOl"tl AFTER Lie.HT ROLLINe. AND NATURAL SETTLEMENT. PLACE SOIL MIXTURE IN Tl'O (2) LIFTS AND IN9JRE PF<ol'ER C.OMPACTION OF PLANTING ea,s_ C.. fAC,H PLANT SHALL f<E(;EIVE ONE (1) 5 e.RAM 'Af>RIFORM' (OR EGUAL) PLANT TABLET. :l.5fXCAVATION FOR TREES AND SHRUBS A. PITS AND mNC-HES, EJ<c.AVATE l'IITH VER.TIC.AL SIDES AND 1"1111'1 BOTTOM OF EXCAVATION $Llet!TI. 'I' RAISED AT CENTI:f< TO ASSIST DRAIH/111:)E. L009EN HARD SU650IL IN OOTTOM OF EXCAVATION. I. C.ONTAI~-~ TREES AND 5HRU6S, EXC.AVATE TO Tl"llC.E CONTAINER YilDTH, AND TO Dfl"TH OF ROOWALL IN C.ONTAINER. 2. EXCAVATION AND PLANTIN<!i OF TREES 5HALL flE c.oMPLETED Pl<IOR TO INST>,Ll.ATION OF DRAIN LINE. 6. 065TRUGTIONS, NOTIFY LANDSc.APE ARc.HITl;CT IF UNEXPEC.TED ROC.I< OR 06STRUc.TION5 DETRIMENTAL TO TREES OR 5HRl.6S ARE ENGOUNTERED IN EXC.AVATIONS. I. HARDPAN LAYER, DRIL.L f>-INC#-(150 MM-) DIAMETER HOLES INTO FRfE-DRAINING STRATA OR TO A DEPTH OF 10 FEET (5 M), NHIGHEVER IS Lf55, AND flAG-Jr;;FILL YilTH FREE-DRAINING MA reRIAL. C. DRAINAIS>E, NOTIFY LANDeGAPI: ARCHITEC.T IF 51.1650IL SONDITION5 EVIDENc.E UNEXPECTED l"iATER :iEfPME OR RETENTION IN TREE OR SHRUB PITS. D. FILL. 1;.XC,AVATION'f> 111TH l"iATER AND AU.ON TO PERGOLATE OUT,~ PLA{,INeo $ETTING LAYER AND l'OSITIONINI:> ~ AND 5HRl.!35. ShPLANTINIS> ~5 AND 5HRU65 A SET C.ONTAINER-~,t,I STOC.K PLUMB AND IN CENTER OF PIT OR TRENc.H YilTH TOP OF BALL LEVEL TO ADJACENT FINISH e.RADE5 AS INDIGATEI,. I. C.AREFUW.. 'I' REMOVE WNTAINERS 50 AS NOT TO DAMAe.l: ROOT BALL!'>. 2. PLACE BACKFILL AROUND BALL IN LAYERS, TAMPING TO SETTI.E BACKFILL AND ELIMINATE VOIDS AND AIR POc.KETS. YiHEN PIT 15 APPROXIMATl:L Y 1/2 6Ac.KFILLED, YiATER THAOl/e.HLY 61::FORE PL.AGING REMAINDER OF eAc.l<FIU. REPEAT YiATERING UNTIL NO MORE 15 ABSORBED. YiATER AGAIN AFTER PLAC.ING AND TAMPING FINAL LAYER OF BA{,KFILL. B. DISH AND TAMP TOP OF ElAGKFILL TO FORM A 3-INCH-(1S-MM-) HIGH MOUND AROUND THE RIM OF THE PIT. DO NOT GOYER TOP OF ROOT BALL YilTH BAG-Jr;;FILL. 5.11'1'1.EE AND 5Hl<JJ6 PRUNINe. A PRUNE,]:IJ!iAND SHAPE 1REES AN!? SHRUeS AC,C,ORDING TO STANDARD HOR.TIC.UL"TURAL PR.ATICE. PRUNE I r<;i::,;:, TO RETAIN REGUIRED H:le.HT AND SPREAD. UNl..!:95 OTHEMISE DIREGTl:D Bl' ARCHIT!:C.T, 00 NOT GUT TREE LEADERS; REMOVE ONLY INJURED OR DEAD BRANC-HES FROM FLOl'ERIN6 MES. l'Rl.!'4E 9HRIJ6S TO Rl':TAIN NA~ c.HARAC.TER. 5HRIJfl SIZES INDICATED ARE 5IZE AFTER PRUNING. 3.e, TREE AND SHRIJB STAKll«s A. UPRIGHT 5TAi'.ING AND TYINIS>, STAKE TREl::S OF 15 l!iALLON AND LAl'<.l!iER.. USE A MINIMJM OF 2 STAKES OF LEllk:iTH REGUIRED TO PENEiRATE AT LEAST :24 INc.HE5 BELOl'i BOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEAST "12 INCHES ABOVE <S>RADE. SET VERTICAL STAKES AND 9PACE TO AVOID PEN!::TRATINe. BALLS OR ROOT i"IAS9ES. 91.JPPORT TREES 111TH 2 STANDS OF TIE Yi!RE ENCASED IN HOSE 51:C,TION!i AT GONTAC.T POINTS l"IITH TREE m.JNK. STAJr;;ING> ANti TYIN& OF ~ IS NOT INTENDl:D TO IMMOBILIZE TREE. INSTALL TO ALLOYi SLACK IN Tli:S, AVOIDIN<S> Rl&ID RESTRAINT OF TREE. 5_q PLANTIN<S> PLANTS A. :,PACE PLANTS A9 INDIC.ATED. 6. DI& HOLES LARel:: ENOUGH TO ALLOl"l SPREADIN& OF F<OOTS, AND BACl<FILL ~ITH PLANTINIS> SOIL. r!OJ,ij< SOIL A~OUND ROOTS TO ELIMINATE AIR POC.l<ETS AND LEAVE A 5LIIS>HT 5AUc.ER INDENTATION AROUND Pl.ANTS TO HOU, AATER. l"lAlER "TWROJ.\SHL 'I' AFTER PLANTING, TA!(;ING C.ARE NOT TO COVER PLANT ,::,ROYiN9 11111'1 l"IET 9OIL. 5.10 soi:, LAYiN PLANTING I. INSPl;C,TION OF c.oNDITIONS, BEFORE PROc.Ea:>ING YilTH ANY ~1 ,THE LANDSGAPE CONTRAC.TOR SHALL C.AAEF\11.1. "T' c.l'JEC.Jr;; Tl£ PLANTING A~A c.oNDITIONS AND ::,r,ALL IMMEDIATELY INFORM Tl-£ LAND9GAPI: Al<C,HITl;C.T OF ANY DISGREPANc.lES BETl'IEEN THE DRAl'tl~ AND AC.TUAL CONDITIONS. NO NORK SHALL BE DONE ON ANY AREA N-IERE THERE ARE SUC.H DISGREPANGIES OR Vil-ERE C.ONDITION5 ARE LIN9UITA6LE FOi< SUC,C,ESSFUL PLANT MATERIAL ESTABLISHMENT, UNTIL Af'Pf<.OVAL HAS BEEN elVEN Bl' THE LANDSCAPE AR.c.HITEC.T. 2. GUALITY OF r;:,R.K, THE SOD LAi"tN PLANTING l'IORI< SHALL 61:: PERFORMED BY A COMPETI;NTL 'I' "!AAINED INDIVlc;l,/AL IN ACCORDANC.E l'IITH THE: SEST STANDARDS AND PRACTICES RELATED TO THE TI<ADE. 5 .11 MJLc.H INIS> A MULCH BACl<FILLED SURFACES OF PITS, TRENCHES, PLANTED AREAS1_AND OTHER AREAS IIWIC.ATED. S" LA 'l'ER SHAU. BE INST ALL.ED IN SHRUB AREA i'llTH e:,AADE; LESS Tl'IAN :l: I. SL&'IIT SAMPI.E TO C.ITY INel'EC.TOR FOR APPROVAL. 9.12 C.LEANUP AND PROTECTION A. DURINi:; LANDSGAPIN<S>, l<EEP PAVEMENTS C.LEAN AND YiORI< ARl::A IN AN ORDERL 'I' CONDITION. 6. f'ROTEC,T LANDSC.APINIS> FROM DAMAe.E DUE TO LANDSc.APE OPERATIONS, OPERATIONS 6Y OTHER CONTRAC.TOR5 AND TRADES, AND ll<E$PASSERS. MAINTAIN Pl<OTEC,TION DURIN& INSTALLATION AND MAINTENANC.E PERIODS. TREAT, REPAIII:, OR REPLAc.E DAMAGEil LANDSGAPE YiORI< AS DIRECTEP. :l.1:5 Pl51'05AL OF SURPLUS AND ~TE MATI;l<IALS A. PISPOSAL, REMOVE S!Nl.US SOIL AND YiASTE MATERIAL, INC-LUDll«s EXCESS 5UBSOIL, UN9UITA6LE 90IL, Tl<ASli, AND ~IS, AMP I.Ee.ALI. "T' Dl5PO9E OF IT OFF THE OYiNER'5 f'l<.OPERTY. END OF SEc.TION GMP JOB NO: 15-044 APPROVED FOR IRRl6ATI01'1 ANO PI.ANTIN6 ONL)'., ING.I..IJDIN6 F'REGISE 1.0G-ATION OF PL.ANTIN& ~- 1st SUB MITT AL: 03-24-16 2nd SUBMITTAL: 04-18-16 3rd SUBMITTAL: 05-03-16 FINAL SUBMITTAL: 06-13-16 /I AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIE'vJED BY, INSPECTOR DATE •~~ I s1HEOET j CITY OF CARLSBAD ~o 'Ill 1------,1---+---------------t---t---r----1----i PLANNING DIVISION L!QJ m grrqp!mid,1.n::hx1:1ru T S58 5£3 8917 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANTING SPECIF/CATIONS FOR: GARFIE1D CUSTOM BEACH HOMES 380€, GARFIELD ST. CARLSBAD, CA 92008 LP-03 APN• 204-270-,04-01 8. APN, 204-270-04-02 APPROVED 1-£,, -,/_ . C,-E:lv....d-1-~ -i,;;;. \ ~ . PLANNING . DATE D'M'J B'i: PROJECT NO. DRAWING NO. CHKD BY: PUD 15-17 491-51 RVWD B'i: