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HomeMy WebLinkAboutDWG 483-6P; CDP 15-49; HIGHLAND JAMES SUBDIVISION LOT 3; 01-10PRIOR TO OETAil\]NC: OCCUPANCY &/OH SECURITY RF:LF:AS:~: µ U, ~n"or t,:,;, rJ,i:.·t-Jinin9 oc,:up,-1.1xy U1e icnciscap,] ,Jrchitec:t of ,v,j,'i< ::;i,'rJ/l rr::,vit:~i/obscrvc ./f.11:; ,o,-,:1jfct iri,::,'~;din;; oli orec;s ,;·uffol./nclir1c,· e~•:-~h phn:c.:n one :::11tJ!t!i~ thl':' .''Cfrtificotion of Compictioo" fcr,;1 CJ'5 S",.t'Jilub.1e U1r,Juq/1 +_h& C!Ly (cily f.'..'t rri ,r:·25-[)/:, -/~is';. provid,? on irrignti,.:-r1 c;,~/ie,:_i',_1/1:, /c.,11dscopt ow:J i(n'9,Jtic,.r, mcrintenor,ce ::;·.r-hs--Jule, ond Soils 0t10/~,sis r'=',rz,rt Vli01 !"('t_',-.irt.1rn-·;-,1<hU1_;n_; cs rr:;quirrc:d f;,y the city -~,:'oier _ordinance os tc-l!mvs.~ , Ari iu·igotion wa+_cr/n.-;; '.o('h,]dUiG sf1rJi/ ~)C prc,uarc'-J' Uy ,!he prc;fes::.·ic11ul ·u,' record f,~,r oil /c.1nc/::,._·o,oe prc;ject: subjecr t(; the l-'1/o'.at Effir·1Fcnt f.on.Jsc:ic,1~ Or1)inanc.·e. Fhe .::che,J'ui'e ' ," !-, ' 't' ' ~ ,.,.f • '. 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The slop,<;; foe [,:.,r ,x Th<7 7/iadc; fc,,ctor desic;,12d to ,:ivcicl .,\ rnJi,-itenoncc eJ·,:/Jso'•~1•1'e h."' (he· /or,rJs-,~·opinQ ot;c! ri--,.,:,Je,·•.ion :.: __ y?+en1 ·sh'cii be ,c!l·~pored hr oli i'1J1~··J'c;c,~1ps pr'o_ie.:·ts· sut.JJ::ct 1:0 the lYn-t-c:--r· EfOcient L,:.u,10\c)p:;: ~lr,:Fno:1,:·e. Tf,,,: :::chcdu/2 shoU be c::u,S-miU!cjr_/ lo th,i: City prio.r tci 9ro,1·Un9 u pen-1·.1,it or· ryJ;.,_.,µ,F1,:-,1 ,,,,..1.-j sl-v1/I ir;c.ili,::,,'~ provl;.ion':.~ for the t",:;ilov.il'nq: , .1 •J. G''::(l_";r:1! Luicl)·r;(.Jpc;; r:;,-1) ,i'1·n\,,.rtion i'vfninte:,;;1.0c.:: ihe sd1·.d'.J:,_-," c·r,,J.ii idc1;·U(y Uie enuty U-1,J,~ 'Ntli be rcsp,;.n:=: . ."L,/r::: (-:ir rr!r:;.incc,r-;cn,-:,'C cine/ ::·/,~.iii' pr-'.Jv!cic frx ,_1/1 r__;f the' ~F?i f:'rni _1r:11_,--J sr,Jr,~ or: o' irrl,;;o~'.on rw--:i,,--,-ten nr, C"" rAr/Ulr'::rnen ts. .:_·~-· .-1, h. 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O( ,1J2Uer t"nsurc that 1~·h2n ·.:eqetcitlc•n is repl:1c:F:d, rep/c,-:l:'.'T!e:1t plontinqs CJ(':c re1.vss::r1t,~;t,''I~ of If .· ' ' ' ' , . . . . ·/· ' ' ' I_ . I ' ' .. --' ' ' , re ~-fur·_,.:_r_),1':: r;; >'1.i!Ct: u,ie:3 t-' anc~i ~.,ere ,'r ... 'trlC1'/Cd Uf,'c/ ':..'re t_}'.D,'CG:' ct ~tie vvc.,te.r i__,,:.c,, req,~•.1r";"nk:nt':.: c•r th,:; pi:ir,,r'3 rernc:,v~d, sc thot the reptoc-ec} ve,;:etcUon doc.:, nc.,t .rF;-:,ult i.n rn,1,:1'r1} hiQh 'N1:.'tct ,,is·,: p1':;ot;: 11:i1-f1 iCV'i ~vrJt':"r· U5"7 pi'r.'li(3 i:: /·f;'r; S(;rn1; li~n'n,,zrJ,'Je. Su:1'-:; ur:,Jiysi.c; rcpod c.;0d r,:-c,Jr,'1,'rrc:;ri_-../:..,·i.:ur!:::. A .::..-0:1 rr,:,i_,c,rt c11d rc:c0mr,,e11d;t1cin:c: :,;f1,Ji'i (,e .s·,-lt·.'nittr,rf to cno n,u,r,rn,.,.erJ by the Ci+:_y If groding .is not rF;quireC/ for the proJt,~ t, th,-: .rc.po_rt s_ri-~1.ri'_ b~ ·::ub,.,.'iU_c;;:7 wiU; li.e i,::.;n-:!sc:..rpe (Jccur.r,cnt·:.itic:n r,·JCk•J,;f?. ,'t" the ,onJjcc,'. rt 1vo/•1co rr1':..•~·:a, rFo01n9 (ff U1c sit,:,, tr,:! s,:.i,' rC',Gort ,1,1ci rei:-r.:..rr:(;1ei1dot1011.s sh,~;i/ be :::1.,bn1ittscf ,,,-,,"th th6' Certificate of C>}.r.·1,c:-/et;.:,.,,-1. 'J Th':° ::Ji/ or,'.oiy.;.i:, _c;ho/1 inc'/,Jdtj 1n(,:,,rmr.1!·.ron atYJU! ,'.he sr::if t<;,,<turc, s·0.'! ·;nfi/,'.n]Uon rn 1 1-/ "( t ' • / I ' ,. ' · ' • · ,.. ·r ' _ tc, p, .. L..,' 1J1 ::,r..,,,u_) , __ ·c1 '].J1J!' .. .'0l, an-J percenr orqon1c rncn:t,:r . ...)CJ/, sorrip/'=' sholi' l'-f::' '.ol:en (r,:.,.,;,-1 enOL':;Jh i'oc-:,tfcns ,:.,,n sit";; tc l'°'r)r6"",'7nt on ryfr;:7c1r1tP r:ros~: SC':~'.,01; :Jr conrJ,'tior":s. in fYof~c·t3 with rt1,~,,'tip!e 1:Jnciscope in'.3tollaUons-or a :1orqe ,.,.'.],'le,/3,::--opc fJ(OjCC) o( m,Jrc ifw,·1 :o'.J,(/)CI :3(lUWc' reet, 0 .:.:oil sornpfing rote o'f I ir, ? iots c:r I 5~7; i.c: on crc.ieq•.tote· cro;:, sec tron. i-). Thr: 1·t'µort shall ideni'.i(y ctny rec,_--:;,;rnended sot! a.rr•'.::n,::Jrnents. t)'pe, r..:r!ci qu,~,,ntity thc..!l me;_:,' I>,: r.1c.,,_·c".:,:.,0r y Lr_; fc,ster f1'c1r1t c;rowth cir,,) _1 ... iuni /cmn'scopfJ c:rec;s Ths 0,opr,y1ed re:,'o,·n1y,endoUJ11s fur urnendrnenl:-; 0:--1;1 bnc:kfi/i shoi'i b,; i1~,:orp·xc;ter/ into the· i,Jr.,dscGpe ;:;-ions f--'(/(;,1 iu Uw :~"l.'~'r C r)( r ... -c)ns/nictior: rJ17•C/ :.:hci.1 b:"c-u,n1:: [)O/"t ,,-.,{ ft,"--' r);J{J.'{,,;r;ci p/rJf!S. f---'ti0r fo :--;9r_'L.1n·:y !"<:iuJc__,'t; the !rJncJ';:,~c.,r,P nrrhitect of ,v.r;rk. .sl,uil r':':view/ob::erve ,:mo' pru1,ir..!e c,' c~d,'f.i•:'crtion lei:tef !'er rr::it>u::t! ell' :.;r:-,,1.1riUe: __ ; (::rty form ,0 ~5-[), /0//01-',;(nr;: · /1,t> pmjcct und " Lf.'cj The sec~.'!'"/ rei'7ct'.3~ lciic1r ::-.'icii crrtifv tt1.:;t i",e 'J( shP has obser,.H::d th:; 1·1cr!, one! thut Ure:-' _;J.'(Jj~d c1.Jrn~,Jic'.-, ,-_.._;u,. the: fc,~/0\•';:'1:j• condit!on:;: rJ Hc;•3 JJce,.-i .r:wint,:1/11ed .in 3ubs·t1~mtiol conforrnonce to tile a,c_::.,roved ,olaris. C). 15 gro,Ytng in a her-1/tr;y c.inr"} thrivi:--,·c1 ,-::oncJitlr;.,,-1_ AU r.:.icmtin9:; rr:,q1,,1ire,J uncier '~ecti,J,~ 7 of the L0,':ctJ,:,.·u,ue r,Jr__;ru_irJ.,' i1:1ve i_;t<r:::n; estc:bii:1hcd G,? :.,,r, cffccUve sudou: eros.,,m controi ,:,1. ThBre is r/(.J evidence of tc:~cc:1::1\,J run off frc;r--;~ th;'; f((:',y,;ti,;11 i-,ystfHn ':i'riJ';;r,:.;) c f suit' er,:•s·/011 ~,, c.•.U!,::rri. ' F'r,:or to re,'e·~1se cf secur"ity, the app!ic1Jnt 3h:1// ·c;,,ilJrnf~ -:,i lan,)sc-:.,pe ir.,iQOti?n uudit that '•1Griflp-:; wnfF!r ust:c i~· 'Ni[,'1in Utt 1:,,1_,'fUJlider'J of ,Yhot 'NOS' CJ[]pro,,18r/ nn the projccf T,.-.~ ,,.,1riit ~~ho// bt ccnduct--=d Cy c thin:/ po,--ty cedified /ano'scn,r_ie irriq0Ux1 OL..'o'i!'·J.•·. Loo~}sc:...1pe: crucMs sh,'Jii not br; conducted by the pGrs-cHi(}) wfir) Je:=3i9,T:;d U1"::; ior:d'::·r....i:;r.;t: '_c;· inst(li'!°sd U11:::· 1'r_:ndscop':-. ., A ,~1',:.~:c;rnrn c1f _trie irnry.1ti·,ri ,u/on sho1'/,:1,:,• h,.,,Jr,):::c;nr.s shq// bP k:2r1t w.ith i),:::' /rriq1:,ti:Jn l~on tt·oi/er fer s:..,'t.se-~'~,en [· :nonOgf:'~T;en L µurp:Jses. LOT 3, 3981 JAMES DRIVE CARLSBAD, CA 92008 A.P.N. 207 130-77 CITY OF OCE<\~ISIDE /• _J~ Ll -·-1 i f·l'..1 I TO ':i(;t.l E \c IL CITY 0.0 VISTA -1/ --~-7 \...-_::.;T~O~AL/"Jc_,.,~------+-n<:_( -:?:'' ~ CITY OF ENCil,IIT.~S SITE PLAN \)OTES: OF HAR COS A ~t.Y.J.i·i.'A TE CITY REV,•E.'iV A(,ii) ,ilPi--',RO•JA;__ /~, R[()!_l/et.u f-!J.1--r: ANY PO,;:,:TiC:t-.fS Or Th'ESE PLAJIJ':; ,c._iEOUi,r:c.'it-lS· A E,'t)/1..)Jli'-JC /..,,E..-F'i'vi.lT. SIT"r A.U?rtJVAL or Th'[~,E PL/1•,1\i) 1.~-:: rci~ LAf'HJSCAPE PUi.,\/Fli'·iG .AJ\iO iP,S'i(,4_ Ti,.-H·I O,,\JL '.r. 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"(C'L1=.0 OF: POST-C'Oi\''~L)iv1'E..I-\ OF?C;At,}iC MA ":FF:.'.IA!..S' A.9[ NC•T l C,1::At t / A VAi'u\BL[. DIAL TOLL FREE 1 ,800,422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Exoiratlon Date: 11 .JU17 ·i·i " ij _, _ _J' 5CALE: N.T.5. fJRl\'!VING T1\)DEX: ' ~• SHEET TITLE TITLE SHEET SHEET NUMBER 1 DARCY BRANDON /RR/GA TION PLAN 2 LANDSCAPE ARCHITECT WATER CONSERVATION PLAN .3 CA LJCENSE #3570 IRRIGATION DETAILS !RR/GA TION SPECIF/CATIONS 4 5 7980 Paseo Aliso Carlsbad, CA 92009 Phonc:760-803-1920 PLANTING, PLAN 6 darcy@bcllaterrasandicgo.com PLANTING DETAILS & NOTES 7 PLANTING. SPECIFICATIONS ,, 8,9 RECYCLED WATER PLAN 10 JJEC'LARATHJN OF' l:tESPONSIBLE CHARGE: / HE{,i[[]'( otCL/1.fi','=." Tl-!AT / A~1! THE UC:Et./SCC CE)it~1\/[f? OF WC1R,i.1, ,r:oe /Hi~; r'h:(.1.)[CT, T//,il, T ,!-/AVE t__\:'f~_-KCiSED ,~'c_·:_)µ()f\i'~;lt3Lt" Ch'ARGE cv,,_-p ThT OCS,'(~'1\I !~JF Th!S F',4(0.)[Ci AS U/:..1-,i,',Jt_L) if\' SECT!()f'-l 6703 OF T,1---1[ Bl)"~.:,',\'E'~:= /\/'-iD PF?C),,c-c:;·s.10NS COC}C l}/0 Tl---!A T Ti i'[ D[:,}~f'._I /S COf'-.f Si' s-,TN T '//1 TH C.J'P.P[t) T .':i Ti--\.t--.','J,1\f?O S. i ,'..,/;'-./C'f,~'S' T.1\NO Th/\ T n--fE CHECK OF F)RO,)[CT c-r:i,.; \il/lr\•'CS At--iO '3PEC,'.Fi::·.::-. TiOi\i ':, B 'r' THE () ,,"1 OF (: t,)--,'.C ~)b'/\U Af'.lO ~Ar\i Di[GO c·Ol)f\,' n· ,1'"":'C.P j:,}\ T1V![I\IT OF E/\.,/ '/ll-;,'C)t')M[.',\,' TAL h'E'1\/ Th' /) c·or-.i'1L",i/\J[(j TO A h:'C.. vrr::. ~v Oi\JL ( AI-ID [)0[:.; 1\1GT F:EUE."',,IC. 1\JE, AS THC !____IC',C:-1):~E.T· ut.:;,·1\)/\i',;::--F? (IF VVGi:;:'i ... , :JF ,11./ '( F'CST':)i\/'~--/8.r/ __ ,i TIE~· FOS: Pl~O-JCC.\T OES/:=,'N. T/-1£.:,_i[. PLA/--iS HA'•/C UCE.,\1 ,DFi~-P,'--\,RED IN SUBST/\,1\/T(l,i_ ,:~·,JUFORA•IAI\/C[ h'ITH Th'E /J::,o_r:.,r;,_,o',/EC I Ah'U:z:APE (,()i\•'Ci:;."i--' r 1--'LAi\1, hiA l FJ? CO/\!S/.J~ VA T,'0/',/ ,Di_ ,L.,(i, rlf?r H-:() IC. C TiC{\I PLAt-J, /\1\1r) /',/ / .. CU!'·.fDlTiOl'·.I'~' -Jf-AP.PF.'OVAL ,r:;_'[LA nu i'O l_,.:\/\JDS'C:Ar:J,i_,\'i~'- 3570 WATER EFFICIENT LA.\JDSCAPE DECLARATlOl'·J: / 1\M (,L\;\)li .. JA .. R \·YiTf·-f T,H[ F.:EOU!F-,'[:\r/El\'TS ror.: LA,,\/DS::'/'l[',,~ At.JD 1'rtr:.1GA TIO() F·'i....ANS CIJ1\/TA1,,\/[D ,ii\/ T,7'[ Ci Tr OF CAr:t_ ~'BAD·~ L.i-\i\1'U;J~,','A/_.)E /vLANUAi... &-W/o. i' tN i:.FFlC/£1\i T LA,1\•D SCAF'[ ,1\[GULA Ti'Ot--Fi' i' H.fl, VF---t=··Vi--,'.J_JJ.)-iJ l/ ii_:; ;-i,1_.A,1\/ !N C_;OMPUA1\l-:_,'t \-l',1lr:' THOSE PEC:ULATlc:/\fS A(\'D Tf--it. /__,Ai\'U~:r';\,°F A}ANl_t.~/. l cce·n,1• ( lf-i"".F ·,•h'L ,.)LA/\' /Mi~i..i:.iV!UIT~ i30.":, -I 9.c").c(Ll ~- BACKFtOW PREVENTEE TESTING: 8/ A ·:C.RT!Fl[D TESTER /\NO PC} ... ,'LT~ 1'1-'.IUST OC ,)''iE}/ TO P,'.P~ !.Jt:. l 1ik.Et! THE ,\,frTER AND .8ACJ..F"/ ()V/ F'FF'-/C.-,'\/T[,9 ,· ... ,--,,~ , .. APPROVfO ,' CC,'\! f.RA 1';T ,9ACi(~I__OI// T['_i' rt·,;,,;:_;• ·S'/"d) 8[ FOU/-10 ON THE C,'Tr /IB Si TE A[: , ,. ,, f·--fTTP: / /~~11//VV.1~/1R!..~B/,.DC/\. C')V/SfPVi'C[~/DEP/\f?T/o;/Ei-./ !~/If,:;, TER/:"~1Gr: ,'Ji.-i~.i'iT: /r:::cc. YCLCD ',.fA ~.'[,<~'S'P C'!<H ... O iiVTE:", TE/i'LCT,nc_,ir:-- FC)K H~J_: /CLfU CJ,!~ i--i I _I/-:_: ~i/l·~'l//1-V. (,'Aki.. ':J:i.AU!~'A. C'.) ~~/~'[:-,~, v1cr:-) /DEPAk': /lo,_//:/"-/ i S/1/(-'A TEFc:'/V 1 ... ·'(~'Ui,1i'tJ\,i r~ /\V!'i !FFJ:!A ::·;<,~,:_ 01 .. \'t,C·~·n:::-r;;; r:: T.PD,C" roe i--'C'TL\8L[ OF< -'.;'Ai...L (7co.,: -+J.S-2 l:J.';( . I:\fSP!<:CTION PROCEDUHES: /,\/')PL'·~' ,'"l(Jj\,' -~jr Ti-Ir-F'i?t_Jj,LCT Sf-iAl_l BE r£R~OR1\./f)) rJ ( Tl ,T LAf'.iOSCA~i-A.'::'Ci i,' / t_ C° i c;,,~ VVC\'?i<, C)i? H/~. Ut. :;1Gi-..JA TrD 1\GENT RUE)~' Ifi THE SPES'i(tC1i TIONS FOR THE ~<)-if.LULE OF Ft!EOUtP£0 /NSPECT!Ot-i':, Ai'\'D .C?F:)UIRED SUB,\..i!TT;-!,!...J f"()L!...OW/t-,i'G COAi/PLETiON OF" !/--IE w·r)R/<, Tfl[ /.ANOS::AP[ Afi'C1/ITC1~.'T or TH[ v;orw :,VIL.I__ CEFiTIF/' T!-IAT 10:.:.· iNSrALLAJ"IC:'N HA:), FJEEN (,Yjf,lP/ FTFD Bl SUBi\{lfT/:'"-/G THf "Fll-./Ai i A.,'··/[/~_;Cp,u[_ 1~'t..F'CT/F"/r_,,·A l{r),\i :)_;.. PE<.)U[ST FOP. A F"fNAL LA1"JO:i'C.:APf !NSF'ECT1'0t,.;' 2 l. /}-if C.i T( .lv!U~r ,ii.L ')) EE ,,\,t/iDE C ( C/',.Li..,':\':~; eCC),')[ST Ut\(. '1~r"":Vt D MAR 21 2017 ©ITV OF CARLS AO r'bf.\NN!l\i~ tllVt: 01'-l ",c-ii··./A;__ i...,t.i\1USCAPE CFl?Ti'.r:--:c..'A TICN FiJF?,',;/" ,c-,_;,,tAiL .. TC.J: i'vi/Y.[Ei i' ll/TT:: }t'G,\' . .'·-1I· i PRIOR TO BEG[\JNII\G LANDSCAPE IVORI·~.: T~E 1:··J.l\fff't\•r:tc1P ~h'!~LL cori'TACT Tl-/[ O[S!GNE.~ or 1i{),P.,I-: P?I!)/(' T1~• BE·~•.,f.f,l,JjNC,I LAi1JD'::•:1,pc_ (\.-':),~-~; /\ND Ti-iE DE 3i(;,,l\•[R 0/-WORK Sh/\LL F?t. 1//i: W THE F'rtJ.JEC ! U liU i 'f LOC'A TiONS ;\[',JV iYE!/lS,C:-Pi ANS ACCC!";D.lt·/(~'/ ·r /:',. F/J: 1 'f ~'{.,Pf[,\1 AL.I.. UT/UT/ES rF:.·0.'\-1 \.i!E.1N ANO PPOT£CT l\LL UT/Li rl[S' (>\BOV[ &· BELO',li GPADE.) FF:c),.it iNV:.!,:J,'VE F,','_!.it,.JT !~'FJCiV/TH :',/".;D p,,....·(!T'J I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION FLANS CONTAINED IN THE CITY OF CARLS6AD'5 LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS FLAN IN COMPLIANCE WITH TI-IOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMFL Y WITH ALL REQUIREMENTS WHEN 5U6MITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE FLAN IMPLEMENTS TI-IOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. 3/21Zl/:21Zll7 DARCY BRANq>ON, RLA 3!:>70 DATE TITLE SHEET APPRO VEO F'OR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS RCE _~_ EXP. ___ _ DATE REVIEl,,IED BY, INSPECTOR DATE 1----i~--+-1_11\ -----------+--+--+---+-----l I sH1EET I CITY o F CARLSBAD ~o :=:::::::::::::::'..'::====P:::L:::A:::N::::N:::IN:::G=D::::l::::Vl:::S:::IO:::N::::::===='..:LJQ_j=::::::=:::' LANDSCAPE . IMPROVEMENT PLANS FOR: HIGHLAND JAMES SUBDIVISION LOT 3 TITLE SHEET f----+--+-----------------+---+---+----+----11 A_P·P_' R_o_v_E_D_, ~;;.r'-.!'.:="-"'/"-':::l,C:::...J"'44-'~L----FUeX\ Gr-t;./1, $ PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CDP15-49 DRAWING NO. 483-6P DIAL TOLL FREE 1-800-227-2600 AT L£AST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C: AWING FILES llllE SHE LSB-IP.OWG REVISED: 5 15 2012 ----------------------------------------~-----~--~~' I ~+P.O.C. INTE~OCKING CONCRETE PAYERS ~-S' I-IIGH J,,.IOODEN FENCE FIFE 6ETWEEN Tl-IE WATER POTABLE WATER METER. 3/4" DARCY BRANDON HETER AND 6ACKFLOW ~ ffiOFERrr LINE FREYENTER SI-IALL 6E STATIC WATER PRESSURE= 84-85.73 psi PER CITY OF CARLSBAD ENGINEERING DEPT. (12/28/16) SCI-I. K HARD COFFER LANDSCAPE ARCHITECT FleNiE Loe& ~TIG'N& • LOT 3 YAL'Vl:: A-4 / 3.1 GFM P .O.C.: ll& P&i AVAILAel..E A :&f .jc.fi P5I L¢¥ l'IATbr: rE 11:R • 3/4' f)!J(f) 11,1\&lER VAL 'V£ l.':lel Ff' 6ACl<FI.CH ~ 15M> MAINLINE • I' fJ.65 YAL'Vl: 1.3£1 LAJERAL LINE. r,._~=---------,1<""""-_ag TOTAL I ffdR loiii W.24 Pl8eUFiE ~-• IEAP TOTAL &Y&la1 Loe& &TATIC FF&eR AVAIL.Aa.E liE6l0IIAL l<IATEh I i£W...S l'llN. Pl8eUFiE ..r:R:>. • P.O.C. 4().l)f) 6tl.24 ll&M> +24.16 61.l)f) I I I \ i I I ! : j I A-6 .A;z3:{fJ . 1 II MAX. FLOW = 12 GPM I I \ \ I I I I I I I I I \ \ I ' ' \ I \ \ \ \ I/ j CA LICENSE #3570 7980 Paseo Aliso Carlsbad, CA 92009 Phone:760-803-1920 darcy(il)bellaterrasandiego.com ' ~ FIRE I-IYPRANT . . 6' WIDE ffilVATE 5TQfii!!,..,C>Mt DRAIN EASEMENT ONLY SU6SURFACE IRRIGATION 51-!ALL 6E USED TO IRRIGATE ANY VEGETATION WITHIN 24' OF AN IHFERHEA6LE SURFACE UNLESS THE ADJACENT IMFERMEA6LE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. ~ J,,.IOOD GATE ~-WATER SERVICE TO 6E DEMO'D FER CIVIL FLANS ,___ S' I-IIGH WOODEN FENCE ,___ CONCRETE PAVING IAAIGATION LEQEN) 5YM6OL 1/4 112 F • y M d> 0 'Q r··-·-··-··--··-··-··-··-··1 ~---··-··-··-··-··-··-··-··-··: L __________ -·-·-··-·-·J DESCBf PTION MF ROTATOR MF ROTATOR 6U6-DRIF 5YM60L DESC~IPTION . . : MANUEACTUBEB/MOREL HUNTER/MFIIZ'IZ'IZ' SERIES NOZZLE HUNTER/MF21Z'IZ'IZ' SERIES NOZZLE NET AFIM / TECHLINE TLCV2E>-18 IZ>.4 GFH EMITTERS e 18' O.C, 18" ROW SPACING MANI.FACTURE~ODEL ~ca• WIDE ffilVATE 5TQF.M DRAIN EASEMENT PAP FSI 1/4 1/2 F 14' 41Z' IZ'.I~ IZ'.31 IZ'.15 ,~· 41Z' IZ>.41Z' IZ>.14 1.41 35 IZ>.4 GFH ~ FROFOSED 3/4' WATER METER 6Y OTHERS, SEE CIVIL FLANS I', INSTALL FER MANF. SFECS I', INSTALL FER MANF. SFECS ~ b 0 + ® ® @ 0 -······- RF 6ACl<:.FLOW FREVENTOR FE6CO/LF825Y W/ PRESSURE REGULATOR WATT6/LF223 AUTOMATIC CONTROLLER REMOTE CONTROL VALVE REMOTE ! CONTROL VAL VE DRIP AIR RELEASE VAL VE DRIP LATERAL END FLUSH DRIF ST ART CONNECTION HOSE 616 6ALL VALVE i MASTER VALVE i VALVE 60X CONTROL WIRE-14 GAUGE MAINLINE LATERAL LINE SLEEVE, HUNTER/XC·8"'1Z'l w/ SOLAR SYNC LOCATE CONTROLLER INSIDE GARAGE HUNTERIFGIV-IIZ>IGf•DC SIZE AS SHOWN ON FLAN w/ HUNTER AS-41Z> ACCU-SYNC PRESSURE REGfULATOR TORO/DZK-TFV-I-LF DRIP ZONES, SIZE AS SHOWN NETIFIM/TLAVRV NE:TIFIM/TLFV NE:TIFIM/TLFV WATTS/SC8-I KING; 6ROG. 6.T.U. HUNTERIF'GIV-IIZ>IG-DC CARSON/l321Z> 6-13 OR EQUAL DIRECT BURIAL (COLOR CODED) SCH. 41Z> FVC 4 CLASS 315 CLASS 21Z>IZ> 5CH.81Z' FVC SLEEVE e VEHICULAR FAYING SCH. 41Z' FVC SLEEVE e ELSEWHERE INSTALL FER DETAIL INST ALL FER DETAIL INSTALL FER DETAIL 1/2' SIZE, BRASS INL INE SIZE / BLOCKED TRUE UNION r SEE SPECIFICATIONS SEE SPECIFICATIONS I'-I 1/2' • &CH 41Z> 2'-2 1/2'+ = CLASS 315, SEE SPECS. SEE SPECS. 2 X OUTSIDE DIA. OF FIFE TO 6E SLEEVED DETAIL I / SI-IT. 4 I / SI-IT. 4 J-M I SI-IT. 4 DETAIL E / &HT. 4 A/ SI-IT. 4 GI SI-IT. 4 1-1 I SI-IT. 4 L / &HT. 4 M / SI-IT. 4 K / &HT. 4 F / SI-IT. 4 GI SI-IT. 4 6 / SI-IT. 4 CI SI-IT. 4 CI SHT. 4 DI SHT. 4 \..~NOSCAP,: ~•Y' "-· 0RMvQ\,-4i'Q+ !t' ~ 'v. "'"' !' ~A <" ' " ~ ,. ,. YI J .,, :I< Signal ~,.. * Renew Dote11/J0/17 -1), Dote ~u ~'!' ~' OF cM,\'f Expi~a~iun Dute: 11/30~7 DATE ,___ FROFEi;m-' LINE I ~ CONCRETE D~IYEJ,,.IAY !\lob ''°11y SCALE: 1' • 1112)' Gl:NEFIAL IF<RIGATI~ NOTES, I. ALL l.OCAL 11.iNICIFAL AND &TAlE LAW&, lilULE& AND Fi1:GUI.ATION5 GOYEFitlltt:r OR r<ELATltt:r TO ANY FORTI~ OF Tl-II& UJOf;K Al<E 1£RE6Y INCOl<FORAlED INTO AND MADE A FART OF TiaE FLAN& AND SFECll'ICATION5 AND THEIR FFitOYISION5 5HALL 6E CAF<RIEP OUT 6Y THE CONTAACTOR 2. Tl-IE cc+ITRACTOR 5HALL VERIFY THE LOCATl~S OF ALL EXl&Tltt:r UTILITIES, STl<JJCTlJl<E&, AND 5ERVICE5 6ErOl<E CCl1MENCltt:r ut:)f;!<. Tl-IE LOCATICN& OF UTILITIES, STl<LICIU!sES, AND 5ERYICE5 5HOl.tl IN TI-IE&E FLAN& AA£ AFffiOXIMAlE ~ Y. ANY Dlecl<EFANCIE& 6Eilll:EN Tl-lE&E PLANS AND ACl\JAL FlaD CCNDITION& SHALL 6E l<Ef'Ol<IED to THE LAND&CAFE AACI-IITECT AND CIILNER'& l<EPl<E&ENTATIYE. 3. Tl-IE cc+ITRACTOR eMALL OBTAIN THE PERTINENT ENGINEE!iiltt:r OR ARC!illECTURA/.. PLANS 6ErOl<E 6EGN-lltt:r ut:)f;!<. 4. Tl-IE cc+ITRACTOR SHALL OBTAIN ALL NECESSARY PEFNIT5 f<EQUll<EP TO FEi;FOFiM THE woi;K INDICAlED HEl<EIN l3EFOFi:I: 6EGINNIJ«s ut:)f;!<. &. T!-1I6 DESIGN 15 DIAGRAMMATIC. ALL EQUIFMENT 6f.lOUN IN PAYED AAl:Ae 16 FOR DESIGN CLARITY ~ Y AND 15 TO 6E I-IST Al.LED W!TI-IIN FLANTIJ«s Al<EAS. 6. DO NOT WILLRILLY INSTALL ANY EQUIFMENT AS eMOUN ~ THE FLAN& UI-IEN IT 15 06YI~ IN Tl-IE FIELD TMAT lN<NOIIN CCNDITIONS EXIST Tf!AT IIERE NOT E\1DENT AT Tl-IE TIME THESE FLAN& UEl<E Fl<EPAAl:D. ANY SUCI-I CCNDITION5 SflALL 6E 6f<Qll::,I.IT TO Tl-IE ATTENTI~ OF Tl-IE LAND5CAl'f ARC!illECT AND o.NER'5 l<EFl<E5ENTATM: PRIOR TO ANY woi;K OR THE IFcRIGATI~ CONTRACTOR SHALL A86l.l1E ALL f<E6Fa,6I6ILITY FOR ANY FIELD ~ DEEMED NECESSARY 6Y THE OUNER 1. INSTALL ALL EQUIFMENT M 6f.lOUN IN THE DETAILS AND 5FECll'ICATION5. CGl'lTRACTOR &HALL 6E RE6FON5I6lE FOR COHPLYltt:r WITI-I LOCAL cm-, COJNTY, AND &TAlE f<EQUll<EMENT5 FOR 60TI-I EQUIFMENT AND INSTALLATION. 8. ACTUAL LOCATI~ FOR Tl-IE IN&TALLATI~ OF Tl-IE 6ACl<l'LOW Fl<EYENTER AND Tl-IE Al.fta'IATIC CCffl!<OLLER 16 TO 6E DElEFNINED IN THE FlaD 6Y THE OUNER'5 AUTHORIZED l<EMSENT ATM:. 9. CONTRACTOR 16 TO FFitOYIDE AN ADDITIONAL PILOT Wll<E TO THE END OF Tl-IE MAINLINE i;i.N IN 00 Dlfi£CTION5 FRCt-t THE CGl'lll<OLI.ER 10. ALL FIFE LNDER PAYED AfifA& TO 6E INSTALLED IN A 5CH. 40 SLEEVE TWICE THE Dl.611ETE1< OF Tl-IE FIFE CAF<RIED. ALL Wll<E LNDER FAYED AA'EAS TO 6E INSTALLED IN A 5CH. 40 &LEE\IE THE SIZE fifQUll<EP TO EA6IL Y RILL Wll<E T~. ALL 51.EE\IE& TO 6E INSTALLED WITH A MINIMUM DEP!ll A8 5HOII.N ~ THE 5LEEYllt:r DETAILS. 51.1:cVE& TO EXTEND AT LEAST 12' FAST Tl-IE EDGE OF Tl-IE PAYitt:r. ALL 5LEE\IES TO 6E M &Ho.IN~ Tl-IE FLAN&. II. ALL QUICK CCIJFLER YAL\IE5 TO 6E INSTALLED IN 6IRJ6 OR GROUND COYER Al<EA& ILI-IEfif F066I6LE. ALL QUICK caJFLEI< YAL\IES TO 6E INSTALLED A8 5HOII.N ~ Tl-IE IN&TALLATI~ Dl:TAIL&. IN&TALL IIIITHIN le' OF f!Al<DSCAPE. 12. ALL HEAD& Ali£ TO 6E INSTALLED 1111TH Tl-IE NOZZLE, 5Cfi£EN, AND A~ eMOUN ~ THE FLAN&. ALL HEADS AFiE TO 6E ADJU61ED TO FRE\IENT 0\/El'<SFl<AY 000 l:lUILD~, WALLS, FENCE&, AND 1-lAl<DecAFE. THIS INCLUDE&, l:lUT 15 NOT LIMllED TO, ADJU511'\ENT OF DllfU&ER FIN OR ADJU5111ENT 5Cl<EW, fifFLACEMENT OF Pl<E&eURE C01PENSATINGr 5Cfi£1:NS, fi£FLACEMENT OF NOZZI.E5 WITH MOf;£,. .\I I kOF'RIAlE RADIUS ~IT&, AND THE REPLACEMENT OF NOZZLE& W!Tl-l ADJU5TA61.E ARCS. 13. Cl-l!:CK VAi.Vi:& 61-lALL 6E INSTALLED A8 fifQUll<ED TO FRE\IENT ALL LOW HEAD DRAINAGE. 1112) 2112) I AM FAMILIAR IUTM THE ~GIJl!el:NT& FOR !..6ND6CAFE AND l~IGATIGIN FLANS CONTAINED IN TME CITY a= CAAl.56AD'6 LAND6CAFE MANJAL AND WATER EFFICIENT LANP&cAFE ~ATIGIN&. 11-1,6,VE Pls!EPAFfD TMI& FLAN IN cct1FLIANCS WITM TMO&E ~Tia!& AND TME · LAND6CAFE MANJAL AND ,l,6f;EE TO Ca1Pl.:r WITM ALL ~GIJIFS'IENT& Ill-EN eueMITTllt:s CGIN&TFIIJCTIGIN DOCU"IENT&. : I CEfi:I irl THAT TI-IE FLAN IMFLEMENT6 TMO&E ~TIGIN& . TO PROVIDE EFFICIENT LleE a= WATER 3/2112)/2112)11 : DATE A.PPROVFO FOR /RR/GA T/01\J ANO PLAI\/T/1\JG O.NL Y, IN C'LLJ DI f\/ C DR•(''(~, , . c.,..,/,:Jc. LOCATION OF PLAt\JTING I . /, A~,[ i . K n, 11 ! C' /A,_) BlJIL T" RCE EXP. DATE :~lV:EWEO l:JY: IRRIGATION PLAN INSPECTOR IJA·ri:: /1\ ' ' w CITY OF CARLSBAD I SHEETS ! 10 PLANNING DIVISION ' 'LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLAND JAMES SUBDIVISION LOT3 -i APPROVEO: /-t;,j{J I C..v-~=--1 \ -.c-t:" i ~. ·z:i .,1 ' Pl.AM✓ING - i OWN BY: i PROJEC I NO. DRAWING NO_ INlllAL DATE I INnlAL DATE INITIAL CHKD tlY: DESIGNER OF WORK REVISIOf\J DESCRIPTIOf\l OrrlER APPROVAL CITY APPROVAL l~VWD OY: i CDP15-49 483-6P i DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG SLOPE REQUIREMENTS: SLOPES G, I OR. STEEPER R,tQUIRING EROSION CONTROL MEASURJ:S AS SPECIFIED HEREIH S~,ALL BE TREATED WITH OclE OR MORE OF THE FOLLOWING PIAliT!l·JG 51 AclDARDS, a. 5TN1DARD # I -COVER, CROP/R.ElflFORCED STRAW MATTII-IG, COVER CROP SrlALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATIIIG AND FAST COVERll•IG GRASSES, CLOVER.S, i'\f!D/OR WIW FLOW[R,5. TH[ SPECIFIC SEED MIX SHALL BE SUBMITTED TO THE CITY r'OR APPROVAL PRIOR TO APPLICATIOIL THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITrlll" 30 DAYS. TYPE OF REll•IFORCEU STRAW MATTING SHALL BE AS APPR.OVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMEl,IDED BY TrlE MAI-IUr"ACTURER. REINFORCED STRAW MATTIIJG SHA.LL BE REQUIRED WHEN PLNITll:IG OCCURS BETWEEN AUGUST I 5 AIID APRIL I 5. TclE COVER CROP N,ID/OR P,EINFORCED STRAW MAT SHALL BE UScU THE REMAIIIDER. OF THE YEAP .. b, STAIIDARD #2 -GROUliD COVER I 00% OF THE AREA SHALL BE PLNITtD WITH A GROUND COVER KllOWfl TO l1A'/E EXCELLEclT SOIL BINLJING CHAPACTERISTICS (PLANTED FROfvl A lvilNlfvlUivl SIZE OF FLATTED MATERIAL Al·ID SPACED TO PROVIDE r'ULL COI/ERAGE WITH I 1,1 I Yt:AR) c. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLAIITED FROlvl A Mll·JlrvlUfvl OF 2¾" LINEP5) Scll'LL COVER A fvlll✓lfvlUlv! Of WATtR COl~SERVATION FEATURES: PLAN~lli~G 4' DE'SIGfl -The plantmg palette has been developed to complement the vaned ,lr'ch1tecture of these homes usmg drought-tolerant plants and rnIrnmIzIng lawn areas to the back yards where farrnlies may want an area for d11ldren to play. SOIL ANALYSIS -Analysis of sod shall be done after site gr·admg and shall include mfonnat1on on soil textur·e, sod mf1ltration, pH, total soluble salts, sodium, and percent organic matter with recommendations on sod amendments and mulch provided. PLANT SELECTIONS -The plant material proposed has been selected based water needs and the architecture of the homes, Cons1derat1on was given to the full-gr·own size of the plants and allowing space for them to reach there natural sI2e without constant pruning and maintenance. 70% OF THE SLOPE FACE (AT MATURE SIZE) ! d. STAl✓DAP.D #4 -TREES AflU/OR L/,RGE SHRUBS . TREES AND/OR LAP.GE SHRUBS SHALL BE (PIAtJltD FROM A lvllNIMUfvl OF I GALLON co,ITAINfRS) AT A iVllllllvlUfvl RATE OF I r't:R 200 SOUAPJ: FEET. SLOPE G, I OR STEEPER /',l,ID, a. 3' OR LESS 1/ERTIC/,L HflGclT AND ARE AUJACENT TO PUBLIC WALKS OP, STREETS REQUIRE AT lvllNllvlUM STANDARD# I. b. 3' TO 8' IN VERTICAL HEIGclT REQUIRE STANDARDS# I (EP.OSIOfl COIITRDL MATTING SHALL BE IIIST/,LLED IN LIEU OF A COi/ER CROP), #2 AHD #3. c. !fl EXCESS OF 8' II✓ VERTICAL HEIGHT REOUIP,E STNIDARDS # I (EROSION COIITROL MA TTlflG SHALL BE lflSTALLED 111 LIEU OF A COi/ER CROP), #2, #3, AND #4. APJ:AS GRADEU rLATTER THAil G,'1 REQUIRE STANDARD# I (COVER CPDP) WITH TEMPORARY IRRIGATIOl·i WHEM THEY HAVE Ofll" OR MORE Of THE FOLLOWING COf-lDITIONS, , ' a. SHEET GR.ADED PADS NOT SCHEDULED FOR IMPPDVEMEl✓TS WITHll,I G lvlONTHS OF COMPLETIOfl OF KOUGH GRADll·IG. b. A POTENTIAL EROSIOf1 PROBLEM AS DETERMll✓ED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OP, HAVE SPECIAL co1,JDITIOI.JS THAT WARRAIH IMlvlEDIATE TP.EATMEclT, TURFGRASS ,AREAS -Tr1e only turf Is rn the back yards where farnrlies may want play areas for tr1e1r chrldren 01· pets. EFFICIENT IP,RIGATION -The 1rrigat1on systems shall use the latest technology for water , c·orrservatiorr. Automatic controllers shall be used with ram and flow sensors to rfl1rnrn1zc wasting water. Sub-terranium drip and lv1P rqtators shall be proposed for delivering the water to the plants. MULCH -A 3" layer of mulch shall be spec1f1ed to conserve soil moisture and prevent unwanted weed growth m the planting beds and under fruit trees. MAlf,ITENANCE -The homeowners shall be resp9rs1bie for the continual maintenance qf their prope1·ty. Hns mcludes reple01shment of mul;ch as It decomposes; inspecting and adjusting the IrngatIon systein; prurnng and trimming trees and shrubs; and fertd1zmg on a regular schedule. All proposed irrigation water for the pro1ect will be potable water. 446 5Q. FT. MODERATE -5U6DRIP LOI--! -5U6-DRIP [ I + +-+ + + + + l· + + + + -1-+ -- , ___ ! '-. .-L.-- l,8S3 5Q. FT. Expiration Date; 11 '3C·/t, •-j ,---L ,--1 ---l' -LI -----j• ! ---!a;·.----, cc--, ·,--> .. WATER SUPPLY: SINGLE FAMILY 1-!0MES Si-!ALL USE FOTA6LE WATER FOR IRRIGATION 'I ' I, I • ' I I ! I I I I I h : \ -\ !\to,t) 1 r'11y 5CALE, I" = 10' 0 s 10 I AM FAMILIAR WIT!-! Tl-IE REQUIREMENTS FOR LANDSCAPE ANP IRRIGATION FLANS CONTAINED IN Tl-IE CITY OF CARLS6AD'S LAND5CAFE MANUAL AND WATER EFFICIENT LAND5CAFE REGULATIONS. I !-!AVE FREFARED Ti-!IS FLAN IN COMPLIANCE WIT!-! Ti-!OSE REGULATIONS AND Tl-IE LANDSCAPE MANUAL AND AGREE TO COMFL Y WIT!-! ALL REQUIREMENTS Wi-!EN 5U6MITTING CONSTRUCTION DOCUMENTS. I CERTIFY Ti-!AT Tl-IE FLAN IMPLEMENTS Ti-!OSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER 3/20/2017 DARCY 6RAN~ ION, RLA 3510 DATE WATER CONSERVATION PLAN I DARCY BRANDON LANDSCAPE ARCHITECT CA LICENSE #3570 7980 Paseo Aliso Carlsbad. CA 92009 Phone:760-803-1920 darcy@bellaterrasancliego.com 20 APPROVED FOR /RR/GA TION ANO PLANTING i ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. "AS B U I LT" I 1------------------l RCE __ _ EXP, ___ _ DATE REVIEWED BY: ,---r---r"7r---------------r-----r---r---.-----,r----....L_::...I_N=:,S~P::,E=C::,T~O~R'::.::.::.::.::.::.::.::.::.-:::.::.::.::.::.::.::.::.::.=-,....:::,D:.,:A T.:.,:E:,_--1 ' /1\ r ' t----+--1-------------+--+--+----1---1 I sH3EET I CITY OF CARLSBAD ~o : PLANNING DIVISION L.£Q_j LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLAND JAMES SUBDIVISION LOTJ I i I '------lf----+----------------f-----+--+--+----1 I A_P_P_R_o_v_E_D=_~~~,.~~· ,.__'-"-~'-'-'=~--I 1 , ~ <-=v E::-t\"""1t ~--z:·~·\'1 I! PLANNING . DWN BY: PROJECT NO, DRAWING NO, i ~~~g ~~; CDP 15-49 483-6P DA TE INl11AL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ~--( 2 (I) Gf iil:m:mu' IRRIGATION DETAIL CD MODEL: SOLAR SYNC SEN60R 0 SUITABLE WALL, POST, POLE, ~ C:::.UTTER MOUNT. MOUNT IN LOCATION WHERE SEN~ CAN RECEIVE FULL SUN, IS OPEN TO filAINFALL AND OUT OF ~INKLER SFfilAY FATTE;.N ® CONDUIT FRO! I SOLAR SYNC SEN~ TO CONTROLLER OR TO A POINT 12' 6ELOW ei,filADE © MODEL SOLAR SYNC MODULE MOUNT LESS TI-IAN 6' AWAY FROM CONTROLLER ® I-IUNTER FRO-C CONTROLLER @coMMUNICATION WIRE, 16-2(WIRE TYPE TO MEET INSTALLATION CODE REQUIREMENTS), FROM MODULE TO SENSOR MAXIMUM TOTAL WIRE DISTANCE, 2""1) FEET G) FOWER SOURCE Recommended Installation Tools: 8" s-lip juiut pliL'r:.; 3\f~ Scotchluk'" Hand Crimping Tool £-YB:\! 1: Insert Wires Insert 2 or 3 unstripped wires complete!~• Into connector and check wire position by looking through the translucent connector body. AWG' i 22 20 18 16 14 12 All Ports i • • • • soJ/srr 2: Crimp Connector Hold tool perpendil:u!ar to the wires c1nd make the connection by driving the cap down flush with the edge of the connector body. 3M SCOTC!-lLOK IRRIQATION CONNECTOR 3161R X-CORE CONTROLLERW / SOLAR SYNC WIRE CONNECTOR G>--, '----------{:, CD 6ALL vALVE @ F1N1s1-1 GfilADE IN ru ® PVC SCI-I 61Z> UNION I' IN Q.C. @ SI-IORT PVC SCI-I. 61Z> Q) VALVE 60X NIPPLE <LENi::.TH AS REQ'D)@ COMPACTED @ 6RICK OR CONC. SU~E SUPPORTS ON COMPACTED@ PVC SCH 41Z> FEMALE SUei::.RADE ADAPTER (TYFJ @) I CU. FT. (MIN.) PEA i::.filAVEL SUMP CD>---~ . . . . . . . . ........ . .................. .......... .......... . ............ ······················ ....................... ...... ' .............. . ....... .............. . }------'-=· .. ·'-'-"1·· •• ·:::::.y::::::. MASTER VAi. YE Wll<E CONNECTICN CD MA6TER VALVE WIRE ®. MA6TER VALVE ® VALVE COMMON WIRE @ RC VALVE WIRE6 CD FINISH ei,filADE (FLUSH IN ru!'<l= ~ I' IN GROUNDCOVER) @ CONtROL VALVE-~I.JWJ.1J..!.lil--,---1_""_1GA_~_ON_oa_A1_L_--j ® REMorE CONtROL VALVE SEE LEi::.END FOR MODEL <SEE SPECS) ® SCH. 61Z> PVC ® FEMALE ADAF. SCI-I. 41Z> PVC NIPPLE (TYF.) @ SCH. 61Z> UNION @ PVC NON-PRESSURE FIFE (SEE SPECS) ® I CU. FT. PEA GRAVEL .@ &OLENOID ~ IRRla.AtlON WAtER MAINLINE @) PVC PRESSURE FIFE 6RICK SUPPORTS @ PVC 5Cl-l 4iZ> tEE (555) OR ELL (55) PLASTIC VALVE 60X (12', WI ON MAINLINE LID) HEAT 6RAND 'RCV' '16' UNDISTUR6EDICOMFACtED SUE:IGfilADE ONTO LID \;,;:I @ CONTROL WIRES± 6UNDLE @ WIRES 6UNDLED UNDER MAINLINE TYF. AND tAFE (WI 4' MIN. EXTRA I@-VALVE ID TAG WIRE) ~ . 1}-----~ ~__,.INleH Gl'ADI! INl&M HAFIDecAF!!! SUR'ACE 0 /"'1---<::J..EAN eAQ:FILL.~ COMPACTION i.EQUll'i!ED , //' / l'io~ ~J±lm7"7t'v ' -"" -,-IJ "' NOTEe, LATEl'!Al.l. '<:ON'r~Wll'!E SLEEVE ADJACENT TO MAINI.IN!i! SLEEVE I. F!'i;OVIDE 2' Oi= CLEAN eAND UNDE!a: FFa:Eeeui.e MAnsLINE IN 61.EEVE NOTE&, 2. NO OTHE!a: TFa:ADEe (ELECT!a:ICAL, LIGHTING,) ALLOWED IN eAME T!a:ENCH Ae l!a:Fa:IGATION FIFE. I. AL!. SLEEVES &MAL!. eE 2>< Tl-IE DIAMETER i:lF Tl-IE PIPE eEING Fl"OTECTEP. :2. EXTEND 6LEEYE& 12" 0cYONO 506£ OF HARDecAPE ON eoTH ENO&. 3. BUNDLE AND TAPE Wlia:Ee AT 12' OJ:.. PIGTAIL AND LOOP CONT!a:OL w1,-ee, AT ALL s,i,• CHANG,Ee IN Dl!a:ECTION. e.FLICING, Oi= WI!'!!= Fa:UNe IS NOT ALLOWED UNLE5e AFF'Fa:OVED BY THE CITY. 3. C<lNTROl.l.E,. Wl!OE& l.OCATEP UNPE,. eTIOEEre O!it OTI-IE,. PE-T IMf'ROVel"ENTS 61-iAl.l. eE INSTALl.EP IN eEPA!<ATE PVC 61.EEVES C01'!!1<581"0NPING TO Tl-IE TYPE DEPTH OUTLINED IN THIS PETAi!.. 4. NO STAKING (vERTICALL YI Oi= FIFEe IN SAME T!a:ENCH. MINIMUM el.EEVE covE..-eHAl.l. eE Ae FOl.l.OWS, &l.EEVES i.NPE,. IOOAP&, "· INeT ALL l'Xl'XI' THFa:UeT AT ALL CHAN<!,Ee IN Dli.ECTION Oi= F!a:ESSUi.E MAINLINE AND AT ALL TEf<l"tnsAL FONTe OF MAINLINE. • 6' O!it Lee& IN Pl,,oMETE,. • 36' OF covE,. MINIMUM FIFE COvEl'<AG!E SHALL BE At, FOLLQWe, Fi.E5eU!a:E LINE&, • LE5e THAN 3' IN DIAMETE!a: • 18' OF COVE!a: • ;,•.;, ½' N DIAMETE!a: • 24' OF COYER • 6' OFa: Gi!'!!=ATE!a: IN D IAMETE!a: • 36' OF COVER LATE!a:AL LINES, 12' OF COvE!a: TRENCHING ,----------ts ,----------1'3 • 6' O!it G!eATE!< IN PIAHETE!< • 4e" OF COYE,. • &CH. 80 FYC 51.EEVES LINDE,. PAYING /NON·""'AP&J, • LES& TMAN. 3' IN DIAMETI:af.!: • 18' OF CO'Y'ER • ~•-o ½" IN PltiME~ • 24' OF COVER • 6' Ofc, ~ATER IN PIAMf;TER a 36' OF CO~ • 6C,1,4_ 4e PVC SLEEVING 0 I' IN G,Fa:OU>IDCOVl!Fa:! ® l"SMOTE CONT!a:OL VAL VE (eEE e,pece,) © PVC FEMALE ADAPTER ~ ecH. MJ UNION I CU. FT. FEA G!l'iAVEL l!<l'tl<loATION WATE!a: MAINLINE CD e1111CK eLIFl"OIIITe © PLA&TIC VALVE! eox (12', WI LID) HEAT eR,ONI;> 'litCV' ONTO LID @ CONTIIIOL w1i;;:ee• BUNDLE ,.oJo,ID TAFE (WI 4' MIN. EXTFa:A Wll'l!I!!! @ CONT!a:OL VALVE @) PVC MALE ADAFTE!a: @ PVC HANLINE ® SOLl!NOID @ TECHLINE Diec: FILTER ® PVC ecH 40 TEE (e,e,e,) Qi;;: ELL /58) ON MAINLINE © UNDleTUl<BED/COMf'ACTED 5U~ M UNDl&TUl<eED/COMFACTED eLIMi;;:ADE PVC ec:H 40 MALE ADAFTE!a: PVC LATE!a:AL TO SFi;;:INKLEIII& PVC LATE!a:AL F1<0M litCV VALVE ID TAG,. (i)FiNISH C.RADE Q) MODEL FROS-06-PRS40-CV (3) LATERAL TEE C~ ELL @LATERAL pipE @112• PVC S,REET ELL& (3) (0scl-! 8(Z) NIFFLE [][hn:(m:f'° IRRIGATION DETAIL BALL VALVE MASTER & REMOTE CONTROL VALVES DRIP REMOTE CONTROL ASSEMBLY MP ROTATOR POP-UP 0 EMISSION POINT SPACING. (!lEE l"LANe • LEGil!ND ! ll'!IANGULA!a: EMITTER SPACING NOTE, D!a:IF 1\JBING, / LATEFa:AL eHALL elE LOCATED A MAXIMLM OF 2' -4' FROM THE l!DGE OF THE HARDec:AFE. 0 eue-eURFACE. F!a:EseLIRE © LINE FLU&HING VALvE IN euMF BOX OFF caMFENSATING TU61NCi OF PVC FOOTE!a: (!lEE Dl=TAIL! ® EMMlelON POINT © eOU!itCE (TO HEADER) © PVC FIPINCi • FITTINGie G) IN-LINE EMITTE!a: SFACNG! PEia: LEGEND © eTAFU CONNECTION (e.EE Dl=TAIL! Q) SUB-SURFACE DRIPLINE SYSTEM DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG 2J-----------, 3\------:'.f==-t' Sr----,~-',-------{4 CD TECHLINE EMITTEIII TUelNG 0 TECHLINE TUelNGt ELl!IOW @ FOL "!'ETHYLENE TuelNG, © TECHLNE 3/4' MALE ADAFTEFa: © PVC TEE (&exT! © PVC LATE!a:AL HEADE!a: Ola: FOOTE!a: CD FINleH c,,i;;:ADE ! (0 START CONNECTION ........................ l----·:.i.··········· ............ . 4 0 PVC ecH 8'1J Fa:leE!a: 4' © AIR RELEAeE VALVE 0 Fa:0UND FIT VALVE BOX 0 PVC ecH 40 TEE (SxTx&! © I CU. FT. MIN. PEA G!Fa:AVEL &UMP © BFillCK &UFFOl'Ue G) PVC NON-FReesuia:E LA TEIQAL © I' Ae,OvE FINleH G!l'iADE @ PVC ecH 80 TH!a:EADED PITTING CD AIR RELEASE VAL VE ©f---~ .--------2 NOTE, COM!"ACT &OIL AFWUND VALvE BOX TO UNDle~ED ADJACENT e,QIL. CD ® © Dia:IF LA TE!a:AL END FLU&H VAL VI! FWUND FIT VALVE! eox 1 CU. FT. MIN. PEA G!l'iAvEL SUMP © B!a:ICK 51.lFFORTe © PVC NON-FReesul'!I= LATE!a:AL © I' Ae,OvE FINleH Gii;;:ADE &AME DENelTY Ae THER WHEl'l!I!! FOSSIE51.l! VALvE BOXEe eHALL BE GoF<OIJPED Toa.E VAi.Ve BOX 61-IALL elE 12' MINIMUM F-ALL PAVED A""1:Ae, WALKe, Ola: eLIILDINGe. DRIP LATERAL END FLUSH . \.~OSCAPe-~'¥~ 0RAf/oQ\,~~ ~ !,,; ,J., \t:,.. -,' )11 Gn "O C> ✓ At, .t ~ I I ~ Signat re * Renaw Date11/30/17 UA.lc /1\ ' ' NITIAI. --------,---- n : ..... ~ =1 I I=':" I 1--1 I I 'ill]l~IB ,_, - I WTE STAAINER PRESSURE REa.ULAtOR 6ACKFLOW ASSEM6L T 6AASS 6ALL VALVE WATER FLOW 3!Z>' Max 121 Mtn n-w.. 10 Local eodMJ 4' CONCRETE PAD • "-<I. I 6AASS NIPPLES, 4' MIN., tTF. ISRASS 'ELL' 6RASS UNION ···,.11r-ll II .=iii= i 11' ~m! jg, MINIMUM CONCRETE THRUST 61.0CK, I CU. FT. . · .. ..._;.._,_•~• ~!:;'.:::: ~~ INL INE .. FE6CO MODEL 625Y Reduced Frseeure Aoo,smbls REDUCED PRESSURE BKFLOW ASSMBL Y I AM FAMILIAA WITI-I Tl-IE ~ ~ DARCY BRANDON LANDSCAPE ARCHITECT CA LICENSE #3570 7980 Paseo Aliso Carlsbad, CA 92009 Phone:760-803-1920 darcy(fl be llaterrasanc\iego. com LAND5CAFI: AND Qii!fWrATla-1 FLAN& Ca-lTAINED APPROVE/) fOR IN 11-E CITY a= CARl-eeAD'S LANDSCAFE MANJAL AND WATER EFFICIENT LANPSCAFE IF?F~!GA T!Ot\J A '-'0 . d ~ PLAAJ Tlf'JG FEGULATIC4'15. I MAYE f'fEP.AFa:D TI-IIS ~ IN , O!✓L Y, I f'J CL/) Of /\IC pr;r-,,15[ cc:t1FLll4-ICE WITI-I TI-IOSE r;!E6i U..ATla-15 AND Tl-IE . ,,rv/ LANDSCAPE MANJAL AND l6REE TO C:CtFL:r LOCA T/0,f\J OF PLAt✓T!!"✓G WITf.l ALL fiiEC:lifFe'EKTS IIMEN eueMITT!ttri AF?EA. CGlllS~ICIN DOOKNTS. I CERTIFY TMAT Tl-IE ~ IMPLEMENTS TI-IOSE r;£6iJLATla-lS TO nAc--BUil T" PFeOVfDE EFFICIENT ueE Cf WATER. ,_) ~~k:~3n0i;f1, RCE EXP. DATE D , 3S11Zl D . ' . REV!EWEU BY: ' IRRIGATION DETAILS INSPECTOR UATE w I CITY OF C1\RLSBA.D ! \ SHEETS : Pl.A.NNl~!G D1\/iSIOM I! I 0 LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLAND JAMES SUBDIVISION LOT3 APPROVED: (Y./Ju f -.t.L \ =-:\;\--; .,z.7. -11 PLANNING DWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL I· I -1)1 ll<rto ~u ~If 0,, CAl-,fs-::' REVISIOf\l DESCRII-' TION CHKD BY: CDP15-49 483-6P I 'DESIGNER Of WORK Ol'rlER APPROVAL CITY APPROVAL RVWD BY: -~xpiration _Dote: 11S:OL:!7 L~-_ ,_ _ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ! ~H• i! --~IT ·,~"' 1:,, I, , [l)L ~1 ~'~ 1-800-227-2600 ----✓ AT LEAST lWO DAYS BEFORE YOU DIG IRRIGATION 02810 10 SECTION 02810 IRRIGATION PART 1 GENERAL 1 01 GENERAL CONDITIONS A THE GENERAL CONDITIONS SPECIAL CONDITIONS AND DIVISION 1 ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN I 02 SCOPE A THE WORK INCLUDES ALL SERVICES LABOR MATERIALS TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN 1 RELATED WORK (A) LANDSCAPING SECTION (02900) I 03 SUBMITTALS A SUBMIT A LIST OF ALLIRRIGATION EQUIPMENT TO BE USED MANUFACTURERS BROCHURES MAINTENANCE MANUALS GUARANTEES AND OPERATING INSTRUCTIONS I 04 GUARANTEE A FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AT THE CONCLUSION OF THE MAINTENANCE PERIOD ON COMPLETE WATER IRRIGATION SYSTEM INCLUDING NONSETTLING OF THE BACK FILL IN TRENCHES WHICH IF OCCURS SHALL BE CORRECTED INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM 1 05 OBSERVATION A IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE ARCHITECT AND CITY REPRESENTATIVE THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND/OR DIRECTION IS REQUIRED B OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK 1 UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS DO NOT COVER ANY LINES UNTIL THEY HA VE BEEN OBSERVED AND APPROVED 2 UPON INSTALLATION AND TESTING OF VALVES QUICK COUPLERS BACKFLOW PREVENTER DEVICE AUTOMATIC CONTROLLERS AND CONTROL VALVES AND WIRES 3 WHEN THE SPRINKLER SYSTEM IS COMPLETED THE CONTRACTOR IN THE PRESENCE OF THE ARCHITECT SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO COVER 4 FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE WORK I 06 TESTING ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF 125 PSI FOR A PERIOD OF FOUR HOURS ALL TESTING SHALL BE IN THE PRESENCE OF THE ARCHITECT APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED l 07 RECORD DRAWINGS A BEFORE FINAL ACCEPTANCE OF WORK THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK PROVIDE AS BUILTS FOR PRESSURE TEST OF MAINLINE 1 ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS 2 VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS 3 ALL REMOTE CONTROL VALVES SHUT OFF VALVES QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST ONE HALF FOOT 4 ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER PREPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN THIS CHART SHALL BE A PLOT PLAN ENTIRE OR PARTIAL SHOWING BUILDING WALKS ROADS AND WALLS A PHOTOSTATIC PRINT OF THIS PLAN REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER THIS PRINT SHALL BE APPROVED BY THE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER 5 IMMEDIATELY UPON INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS SIDEWALKS CURBS AND DRIVEWAYS I 08 GENERAL REQUIREMENTS A CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT B EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS C CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS D LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM E SCALED DIMENSIONS ARE APPROXIMATE BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS F PLAN LOCATIONS OF HEADS VALVES CONTROLLERANDPIPELINESAREDIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS G ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX 16) INCHES FROM EACH OTHER AND FROM LINES OF OTHER TRADES PARALLEL FROM EACH OTHER AND FROM LINES OF OTHER TRADES H DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C \URAMNG flLES\lllU: SHEETS\CLS!HP DWG RE'IISEO 5/15/2012 J K POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION PERMISSION TO SHUT OFF ANY EXISTING IN USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE IN WRITING FROM THE OWNER THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER AS TO THE EXACT LENGTH OF TIME OF EACH SHUT OFF CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS PART 2 PRODUCTS 2 01 MATERIALS A PIPING PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED 1 POLYVINYL CHLORIDE PIPE (A) PVC PLASTIC PRESSURE LINES FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS ALL THREE 13) INCHES AND SMALLER SHALL BE TYPE I GRADE 2 (IMPACT MODIFIED) DESIGNED AS PVC 1220 SCH 40 BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION (B) PLASTIC NON PRESSURE LINES FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES TYPE I GRADE 2 (IMPACT MODIFIED) AS DESIGNATED AS PVC 1220 CLASS 200 (SDR21) CONFORMING TO COMMERCIAL STANDARDS CS256 63 (C) IDENTIFICATION FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION MANUFACTURERS NAME OR TRADE MARK SIZE CLASS AND TYPE OF PIPE WORKING PRESSURE AT 73 4 DEGREES F AND NATIONAL SANITATION FOUNDATION (NSF) RATING 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS 85% RED BRASS B FITTINGS AND CONNECTIONS I POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS TYPE II GRADE 1 SCHEDULE 40 HIGH IMPACT MOLDED FITTINGS MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION NOMINAL PIPE SIZE TYPE AND SCHEDULE OF MATERIAL AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL PVC FITTING SHALL CONFORM TO ASTM 02464 AND 02466 2 BRASS PIPE FITTINGS AND CONNECTIONS STANDARD 125 POUND CLASS 859' RED BRASS FITTINGS AND CONNECTIONS C AUTOMATIC CONTROL WIRE I ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO 14 SOLID SINGLE CONDUCTOR COPPER WIRE 4/64 INCH INSULATION 4/64 INCH NEOPRENE JACKET STYLE BR (DIRECT BURIAL) OR EQUAL COLOR CODE WIRES TO EACH VALVE COMMON WIRE SHALL BE WHITE NO SPLICING SHALL OCCUR BETWEEN CONTROLLER AND VALVES D AUTOMATIC CONTROLLER I CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL WATER ELECTRICAL AND DRAINAGE SERVICES READY FOR OPERATION UNIT SHALL SE ELECTRIC SELF CONTAINED OUTDOOR TYPE WALL MOUNTED OR APPROVED EQUAL SEE DETAIL FOR CONTROLLER ENCLOSURE 2 UNIT SHALL HAVE A MINIMUM OF STATIONS AS SHOWN ON THE IRRIGATION LEGEND 3 CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR MANUFACTURER SUPPLIED PROVIDE WARRANTY DOCUMENTS TO OWNER 4 UNIT SHALL BE A 120 VOLT 60 CYCLE CONTROLLER BE COMPLETEL y AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK 5 ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS 6 STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUTES 7 CONTROL PANEL SHALL BE REMOVABLE PLUG-IN TYPE 8 MECHANISM SHALL BE HOUSED IN A STURDY VANDAL PROOF CASE MANUFACTURED OF 14 GAUGE STEEL OR CASE ALUMINUM FURNISHED FOR MAXIMUM EXTERIOR PROTECTION 9 THE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SHALL BE CONTAINED WITHIN ONE PROTECTING COVER E CONTROL VALVES I REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY F VALVEBOX 1 FOR REMOTECONTROLVALVES9 l/2 X16 XII PLASTICMETERBOX 2 FOR BALLA ND QUICK COUPLER VALVES 8 3/4 DIAMETER X 12 PLASTIC VALVE BOX WITH EITHER BV OR QC BRANDED ON LID IN 2 HIGH LETTERS G ANTI DRAIN EXCESS FLOW VALVES I ANTI DRAIN EXCESS FLOW VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS VALVES SHALL BE ADJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVELY AFTER RVC SHUT OFF VALVES SHALL HAVE A FEMALE IPS THREADED INLET AND OUTLET AND BE OF THE SAME SIZE AS THE RISER THE ANTI DRAIN VALVES SHALL BE VALCON #ADV XS OR APPROVED EQUAL H SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL I CHECK VALVES SHALL BE OF BRASS OR BRONZE VERTICAL SPRING-LOADED AND SWING CHECK J BALL VALVES 1 PRODUCT I 2 SIZE (KING BROS LO TORQUE BALL VALVE MODELS LT 1000 T THRU LT 2000-T) 2 4 SIZE (KING BROS BLOCK TRUE UNION BALL VAL VE MODELS VALENCIA CALIFORNIA 91384 PHONE (800) 541 2672 OR (805)257 3262 K CONCRETE FOOTINGS SHALL BE 2 000 PSI CONCRETE AT 28 DAYS L BACKFILL SHALL BE CLEAN FILL SOIL M CONTRACTOR SHALL PROVIDE TO THE OWNER 1 TWO (2) CONTROL VALVE KEYS 2 TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD 3 SIX (6) HOSE BIB ASSEMBLIES 4 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER 5 ALL WARRANTEE DOCUMENTS ALL MANUALS AND AS BUILTS AND CONTROLLER CHARTS N PRESSURE REGULATOR SHALL BE BRONZE WITH SCREW FITTING SEE DETAILS AND DRAWING PART 3 EXECUTION 3 0 I GENERAL REQUIREMENTS A LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS B INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS C LOCATE LINES VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES 3 02 INSTALLATION OF IRRIGATION SYSTEM A EXCAVATION AND BACKFILLING OF TRENCHES I EXCAVATE TRENCHES PREPARE SUBGRADE AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS TESTING AND INSPECTING OPERATIONS DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED 2 DEPTH OF TRENCH POLYVINYL CHLORIDE PRESSURE LINE 18 MINIMUM POLYVINYL CHLORIDE NON PRESSURE LINE 12 MINIMUM 3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE 4 SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER DEBRIS AND LITTER PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL PROVIDE 4 OF CLEAN SAND OVER CONTROLLER WIRING 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS QUALITY OF WORKMANSHIP AND MATERIALS 6 BACKFILL TRENCHES AFTER APPROVAL OF PIPING WITH SUITABLE AND APPROVED MATERIAL TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 909' COMPACTION HAS BEEN ACHIEVED 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL AS APPROVED BY THE CITY FREE FROM ROCKS AND CLODS OVER I IN SIZE B INSTALLATION OF POLYVINYL CHLORIDE PIPE I BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS EXERCISE CAUTION IN HANDLING LOADING AND STORING TO AVOID DAMAGE 2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOTTO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT 3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING 4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS CLODS AND OTHER SHARP EDGED OBJECTS 5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK OR EQUAL BEFORE WELDING SOLVENT IS APPLIED WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER 6 PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING 9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS METAL NIPPLE HAND TIGHTENED PLUS ONE TURN WITH A STRAP WRENCH 10 PLASTIC TO PLASTIC JOINTS SOLVENT WELD USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY 11 SOLVENT WELD JOINTS ASSEMBLE PER MANUFACTURERS RECOMMENDATION C INSTALLATION OF BRASS PIPE 1 CUT BRASS PIPING BY POWER HACKSAW CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL OR HAND HACKSAW CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED 2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES CAULKING IS NOT PERMITTED D REMOTE CONTROL WIRING 1 DIRECT BURIAL CONTROL WIRE SIZES AS SHOWN AND SPECIFIED HEREIN BEFORE 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES 3 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE 4 CONTROL WIRE SPLICES ALLOW ONLY ON RUNS OF MORE THAN 300 FEET SPLICES AS FOLLOWS (I I STRIP OFF MINIMUM OF 2 I /2 INCHES OF INSULATION FROM EACH WIRE (21 TWIST ON SCOTCH LOCK ELECTRICAL SPRING CONNECTOR MINIMUM FOUR COMPLETE TURNS 13) SEAL CONNECTOR IN EPOXY RESIN (4) TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE 5 NUMBERING AND TAGGING IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVE E AUTOMATIC CONTROLLER I AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES 2 CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE 3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB PANELS CLOCKS OR ELSEWHERE AS REQUIRED IN ORDER TO COMPLETE THIS INSTALLATION A DISCONNECT SWITCH SHALL BE INCLUDED 4 CONTROLLER SHALL HAVE A MASTER SWITCH IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY INDEPENDENT OF THE CLOCK OF ANY OTHER VALVE F REMOTE CONTROL VALVES 1 INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL G VALVE BOX I INSTALL VALVE BOXES AS SHOWN ON DETAIL INSTALL NO MORE THAN ONE VALVE PER BOX 2 HIGH BRANDED LETTERING ON VALVE TOP OF VALVE BOX LID DELINEATING THE VALVE NUMBER AND CONTROLLER H SPRINKLER HEADS I ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS Of THE AREA THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO I BALL VALVES 1 INSTALL WHERE SHOWN AS DETAILED J PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL VERIFY FINAL LOCA !ION WITH ARCHITECT K INSTALLATION OF ANTI DRAIN VALVES ANTI DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MANUFACTURER INSTALLED ANTI DRAIN DEVICES L INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND WITH IN 18 OF PLANTER CURBS IN SHRUB PLANTING AREAS INSTALL QUICK COUPLES VALVES NO FURTHER AND 170 APART M SLEEVING I CROSSING OF ROADS WITH IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBLE IF A CROSSING MUST BE MADE SCHEDULE 80 PVC SLEEVES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 30 BELOW FINISH GRADE 2 IRRIGATION LINES UNDER OTHER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMFNTS (OTHER THAN ROADS) SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES AT A MINIMUM DEPTH OF 18 BELOW FINISHED GRADE 3 SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A MINIMUM OF TWO (2) TIMES THE SIZE OF THE LINE IT SERVES 4 CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND (CORRESPONDING TO TYPE AND DEPTH AS SPECIFIED INN l AND N 2 ABOVE 3 03 CLEAN UP A AS PROJECT PROGRESSES CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY AFTER COMPLETION OF THE PROJECT CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK HE SHALL SWEEP AND CLEAN ALL SIDEWALKS ASPHALT AND CONCRETE AREAS ADJACENT TO THE PLANTINGS SUBSURFACE DRIP IRRIGATION INSTALLATION GUIDELINES 1 THE 1YPICAL RECOMMENDED PIPE DEPTH FOR THE DRIPLINE IS 4" BELOW FINISH GRADE 2 FOR TURF AREAS WHERE AERA110N IS A PART OF NORMAL MAINTENANCE OPERATIONS TUBING MUST BE BURIED BELOW THE REACH OF AERATION EQUIPMENT 3 USE 710 SERIES COMPRESSION FITTINGS FOR ALL DRIPLINE CONNEC110NS TD ENSURE THE INTEGRl1Y OF THE CONNECTION 4 IT IS IMPERATIVE THAT NEfAFIM TLCV26 DRIPLINE IS INSTALLED AT A UNIFORM DEPTH AND ACCORDING TO MANUFACTURERS SPECIFICATIONS DRIPLINE CAN BE INSTALLED USING ONE OF THE FOLLOWING METHODS 1 HAND TRENCHING OR BACKFILLING THE ADVANTAGES TO THIS METHOD ARE A) HANDLES SEVERE SLOPES AND CONFINED AREAS B) UNIFORM DEPTH 2 OSCILLATING OR VIBRATING PLOW (CABLE OR PIPE PULLING 1YPE) ADVANTAGES TO THIS METHOD ARE A) FAST IN SMALL TO MEDIUM INSTALLATIONS B) MINIMAL GROUND DISTURBANCE C) NO NEED TO BACKFILL THE TRENCH 3 TRENCHING MACHINE THE ADVANTAGES TO THIS METHOD ARE A) FASTER THAN HAND TRENCHING B) MAY USE 1" BLADE FOR MOST INSTALLATIONS C) UNIFORM DEPTH 4 TRACTOR-MOUNTED 3-POINT HITCH INSERTION IMPLEMENT THE ADVANTAGES TO THIS METHOD ARE A) FASTEST METHOD UP TO FOUR LOW ATTACHMENTS WITH REELS B) PACKER ROLLER COMPACTS SOIL OVER PIPE DARCY BRANDON LANDSCAPI.: ARCHITI.:CT CA LICI.:NSI.: #3570 7980 Paseo Ahso Carlsbad CA 92009 Phone 760 803 1920 darcy@bellaterrasand1ego com I AH FAMILIAR llnTI-1 Tl-IE F;£GaJIFd:H!::Nt& FOR LAND5CAFE ,.IND (l;lRIGATIOtl ~ CCtlTAINED IN T1-IE CllY Cf CAFUeAD'& LAND5CAF'E Mi6MJAL ,.IND WATl:F< EFFICIENT l.,6NDSCAFE F;£GULATIOtl5 I HAYE FREPAA£D TI-II& FLAN IN cct1PLI~ WITI-I TI-IOSE F:EGULATIOtlS ,.IND T1-IE L,6NDSCAFE M,6HJAL ,.IND .A6te TO cct1PL "!' UJITI-1 ALL F;£GIJl1;91ENT& Ill-EN 5U6MITTm c:Otl51l<11CT10tl DOClt1ENT& I CEF<I IFY TI-IAT Tl-IE FL6N IMFI.EMENT& TI-IOSE Rl:(:ijl ATIOtlS TO FROYIDE B'FICIENT USE Cf WATER APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" 3/21'2) /2(2)16 DATI: RCE __ _ EXP ___ _ DATE REVIEWED BY IRRIGATION SPECIFICATIONS INSPECTOR DATE ~--t--+-----------1--+---l----1---l I sH5EET I CITY OF CARLSBAD ~ PLANNING DIVISION LJQ_J ~LAN~;;:DS;;,C~AP~E=IM~P;;R;OVE~1~1E;N~T::P;:;LAN~~S::F~O~R===~:::::::::::! stqn m.lre * Renew 0a e 11,/30/17 J -, ~ ,.,.,., .. l'f ():' CALlfcr'.,. DATE INITIAL DESIGNER OF WORK Exp1rat1on Date 11/30/17 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL HIGHLAND JAMES SUBDN/S/ON LOT3 I APPROVED l~I C.,---6\-=1\:: s -z.., ~-1 • PLANNING DWN BY PROJECT NO DRA'v'~NG NO CHKD BY CDP15-49 483-6P RVWD BY DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG ' 6 1 WIDE ffilYATI= STo,;;:J•1 D~IN EASEMENT ' . 4' HIG!-1 ~T AINING . WALL PER CIVIL PLANS •• • . ' \ INTE~OCKING CONC~TE PA VERS ! I I I I , ,, " " I " LI I " LI I I --S' HIGH WOODEN F'l=NCE --~Pl=FUY LINE r--6' WIDE ffilYATE STo,;;il•t D~IN EASEMENT r--SIGHT DISTANCE TRIANGLE - NO PLANT MATERIAL OVER 312>" HIG!-1 DARCY BRANDON LANDSCAPE ARCHITECT CA LICENSE #3570 7980 Paseo Aliso Carlsbad, CA 92009 Phone:760-803-1920 darcy(ij)bellaterrasancliego.com l i ! • • ' \ ' A PLANT PALEI IE IIEES EIOT AN I CAL NAME A~UTUS 'MARINA' A~UTU& 'MARINA' CITRUS OLEA EUROPA 1=RUITLESS' SAMElUCUS MEXICANA Slftl:IS ~ CUFRE&eue &. 'TINY TOUJER' ~ ELAEAGsNUS FUNGoENS ~ CONYOLVULUS MARITIMA . -.-.;. 0 LAYANDULA S. 'OTTO QUAST' "'°'iliJ.P--LAURUS N061LIS r::\ ~J MUI-ILENeERGolA Ric.ENS ~ FITTOSFORUM 'G,OLF 6ALL' 0 FITTOSFORUM T. 'YARIEGATA' €B _ ROSA 1-IYElRID 1:\0 ROSMARINUS 0. 'TUSCAN !SLUE' \.:,I--TRACI-IELOFSFEl<MUM ASIATICUM 0 UJESTRINGolA 'UJYNY A661E GoEM' CIDK>COVBE ~---CAREX TUMULICOLA ~~ I-.'' ·_.•· 1 FASFALUM 'ALOI-IA' w~~ . . . . 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NOTE5, ALL 5URFACE5 5HALL HAVE POSITIVE DRAINAC:iE (2% C:iRADE IN PLANTING AREA5) AWAY FROM STRUCTU~5 AND SHALL TERMINATE IN AN APPROVED DRAINAGE 5Y5TEM. ALL PLANTS WITHIN THE DASHED SIGHT TRIANGLE AREAS . SHOWN ON THE PLAN SHALL NOT EXCEED 24' TALL, ALLOWING FOR SUFFICIENT VISIBILITY FROM ALL DRIVEWAYS. LANDSCAPE MAINTENANCE SHALL 6E THE RE5PONSI6ILITY OF THE INDIVIDUAL HOMEOWNER5. TI-IERE 15 NO COMMON AREA OR HOMEOWNER'S ASSOCIATION. STREET TREES SI-IALL 6E LOCATED: A. A MINIMUM OF 1 FEET FROM ANY SEWER LINE. 6. IN AREAS THAT DO NOT CONFLICT WITl-l PUBLIC UTILITIE5. C. OUTSIDE OF SIGHT DISTANCE AREAS. D. INSIDE THE PUBLIC RIC:iHT-OF-WAY, UNLESS APPROVED OTHERWISE 6Y THE CITY. I AM FAMlLIAA WITM Tl£ R:QJIIEl"ENTS FOR LANDSCAPE AND l~IGATIClN FLANS c:ClNTAINED IN TME CITY OF CA!aseAP'S LANDSCAPE MAN.JAL AND WATER EFFICIENT LANDSCAPE ~AT~. I I-IA\IE Ff9>AFiED TMIS FLAN N 00'1FLIANCE WI™ TM06E ~11.ATIClNS AND TME LANDSCAPE MAN.JAL AND ~ TO 00'1FL Y WI™ ALL ~"'81ENTS HN euetnTT!ttri CONSlRJCTIClN DOCU'IENTS. I Cl:kl 11''1' ™AT TME FLAN IMFL£MENTS THOSE teiaU.ATIClNS TO FROYIDE EFFICIENT USE OF WATER 3/20/2011 DATE AF),uRo V11=_0 /--(JR /RR/GA T/ON Af✓D PLAt\JT/t\JG ONLY, lf✓CLUO/NG' F)F~[C'/SE LCiCA T/01\J CJ/-F1LAN7/f\JG ,AREA. "AS BUil T" RCE ___ [XP. ___ _ REVIEWED 'lY: PLANTING PLAN lt\SPECTCR ~ i CITY OF C1-\RLSBAD f----J--+----------------t---+---t-----i---1 l_Q_j PLAW,iNC D1\/ISiON f----J--+----------------1---+---t-----i---1 !-----1--+----------------t---+--+----J---i LANDSCAPE JMPROVE;MENT PLANS FOR: DATF SHEETS 10 i HIGHLAND JAMES SUBDIVISION LOT3 APPROVED: ' ~-z •. \, i P!_ANNING i OWN BY: ---PROJECT NO. ! DRAWING NO.I DATE INI llAL DAT[ INITIAL DATE INITIAL CHKD RY: ---CDP,. '1 5-40 'i 483 6 p ! REVISION' o,sc,RJPTION ,,,1 .. 10 s.. 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OFF&ET FROl1 TFi11JNK 3". @-6¥i£ATI-IER TUeE& (I FER IS GALLON 1 CONTAINER SIZE AND 2 FER 24" eox i AND GREATER). 4" FE~TED FIFE 12" LONG WI FILTER FAeRIC WRAPPED• AROUND FIFE. ATRIUM CAP TO eE LOCATED ON TOP IN NON-lUFiF '--)---....>.,:~~ Afoi:EAS AND FLAT DRAIN CAP IN TUFiF "" . Afoi!:A&. L FOR 11&61'1.ANTEP ON &cl I!&, TIE Al:Nt AtCl ~ a,. TIE . PIT& SMALL el!~ TO A l'WCll'U'I LI eLClf!. EMICM ~ FAR: 81-W.1. el! IN&TALLEP ON 'll£8E 8LOf'I!& TO CQillRlL EMICM""""'...., N.E f'LANI'& E9TNSI.IH. r--,--------1-!ARD&cAFE VARIES ,-----+-+----1---I"• lUfo:F ROOT 6ARRIER (61O-6ARRIER) NOTE, ROOT 6ARRIER& 51-!ALL eE INSTALLED WI-IEN TREE 15 WITI-I-IN le>' OF ANY I-IARD&cAFE, AND 51-!ALL eE INSTALLED ADJACENT TO Tl-IE I-IARD&cAFE ONLY FER Tl-IE MANUF. SPECIFICATION&. Q) le>' RADIUS ®-TREE TRUNK 2 •• Sl-lfiiiUe -SOIL 6ACKFILL MIX ero-eARRIER AYALIA6LE • I-IYDR05CAFE IRRIGATION AND LANDSCAPE 5UFFLIE5 4 @-61O-eARRIER . . .· . S'-e>" WI-IEN TREE 15 PLANTED AS IS GALLON SIZE le>'-0" WI-IEN TREE 15 PLANTED AS 24" 4 .%" eox SIZE @-EDGE OF I-IARD&cAFE (CURS, FAYING, FAD, ETC.) 51-1~6 ROOT6ALL SLOPE oi>' MIN. 2 X ROOTeALL DIA. WATERING BASIN (II= REQ'D.) PLANT T AeLETS (3" eELOW GRADE) .;,,.----CD 1111 ilfi==n-2~= er :·: . .-. /,=;=:tii=::ttl:t;....... @ PLANTING 6ACl<f'ILL <FUDDLE 4 SETTLE PLANT AT !=IN. GRADE). @ TOP OF CURS, PLANTER OR FAYING. (@ !=IN. GRADE AT SLOPE (A& REQ'D.) @ FIN. GRADE AT EXISTING SLOPE (AS REQ'D) FOR 61 Re& FLAMIEP ON et.OFE&, TIE~ AtCl ~ (1;, TIE FLANrN'S PIT& SMALL el!~ TO A tl,\Xtu1 bl eL0l'E. 910610N CGtffll;Q. FARC 01W.L el! N&TALLEP ON 'll£8E eLOFE& TO CGtffll;Q. aalCIN IIMILE FIAn6 l!&T Ael.1811. / •. : • ..... •• "!' :· •••• . : .... :• . ' SECTION FLAN © 2• ®-Ffoi:EFARED SOIL @-!=INISI-I GRADE OR WALK @-&EE PLANT LEGEND @-MOW STRIP @-,6" DARCY BRANDON LANDSCAPE ARCHITECT CA LICENSE #3570 7980 Paseo Aliso Carlsbad, CA 92009 Phone:760-803-1920 darcy(ll)bellaten-asandiego.com i I ·i' I I I ' ' '! I AEt: STAKING + PLANTING N.T.S. B ROOT BARRIER N.T.S. C SHRUB PLANTING N.T.S. D GROUNDCOVERPLANTING N.T.S. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG PLANTING NOTES= I. CONTRACTOR Sl-lALL 1-lAVE A SOIL SAMPLE ANALYSIS COMPLETED 6Y A LICENSED AGRONOMIC LA60RATORY PRIOR TO AND AFTER LEACl-llNG OF SAL TS AND PRIOR TO ANY PLANTING OF PLANT MATERIAL. PROVIDE A LIST OF Tl-lE PROPOSED PLANT MATERIAL TO AGRONOMIST FOR ANALYSIS AND RECOMMENDATIONS TO 6E SU6MITTED TO Tl-lE LANDSCAPE ARCl-llTECT. 2. ALL PLANT MATERIAL Sl-lALL 6E AFFROVED AT Tl-lE PROJECT SITE 6Y Tl-lE OUJNER'S REPRESENTATIVE PRIOR To ANY PLANTING. ALL PLANT MATERIAL REJECTED 6Y Tl-lE OUJNER'S REPRESENTATIVE Sl-lALL 6E ~MOVED FROM Tl-lE PROJECT SITE AT NO ADDITIONAL COST. 3. ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACl-l PLANT SPECIES. ALL PLANTS ARE: TO SE FREE OF DISEASE AND SCARS, AND ARE 1-lAv;E GOOD COLOR, FULL 1-lEADS AND GOOD CAL;IPER (IS GALLON -3/4' MINIMUM, 24" 60X -1 1/4" MINIMUM, 36" 60X -2' MINIMUM. 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL 6E FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL 6E FULLY WATERED IMMEDIATELY AFTER FLAN TING. S. PRIOR TO PLANTING, ALL PLANTING AREAS SHALL 6E FREE OF WEEDS, ROCKS AND DE6RIS. RAKE AND FINE GRAPE ALL PLANTING AREAS PRIOR TO FLAN TING. 6. UFO.N COMPLETION OF PLANTING OPERATIONS AND 6EFORE ANY SITE 06SERVATIONS, REMOVE ALL EXTRANEOUS MATERIAL AND PE6RIS, AND 6ROOM AND WASl-l THE AREA CLEAN. 7. ALL: LANDSCAPE AND IRRIGATION ITEMS Sl-lALL 6E INSTALLED FER CITY OF CARLS6AD LANDSCAPE GUIDELINES. 8. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PLANT MATERIAL UNLESS OTl-lERWISE NOTED. ANY EXISTING PLANT MATERIAL OR IRRl(::IATION SYSTEMS OTHERWISE NOTED. ANY EXISTING PLANT MATERIAL OR IRRIGATION SYSTEMS DAMAGED AS FART OF OR PUE TO CONSTRUCTION SHALL 6E REPAIRED OR REPLACED TO THE SATISFACTION OF Tl-lE OUJNERS REPRESENTATIVE. ':l. CONTRACTOR SHALL 6E RESFONSl6LE FOR SUFFLYING ALL PLANT MATERIAL AS SHOUJN 6Y SYM60LS SHOUJN ON FLANS. THE QUANTITIES SHOUJN ARE FOR REFERENCE ONLY. UNLESS OTHERWISE STATED WITHIN THESE 6ID APDENDUMS. . 10. Top; DRESS ALL EXPOSED SOIL WITl-l A 3" LAYER OF "FOREST MULCH" FROM AG:RI -SERVICE. 11. ALL1 LANDSCAPE AREAS SHALL 6E FINISH GRADED TO ENSURE SURFACE DRAINAGE AWAY FROM 6UILDINGS AT 2% MIN. SLOPE. SOIL ANALYSIS: A PRIOR TO PLANTING! OF ANY MATERIALS, COMPACTED SOILS SI-IALL 6E TRAN5FOl'<MED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDE:D PLANTING, I-IOLE:S NEE:D TO ME:ET Tl-II& REQUIREME:NT. SOIL AME:NDME:NTS SI-IALL 6E INCORFORATE:D ACCORDING, TO RECOMMENDATIONS OF Tl-IE: &OILS REPORT AND WI-IAT IS APPROPRIATE: FOR Tl-IE: PLANTS SELECTE:D. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM FOUR ( 4) CU6IC YARD& FER IIZ>IZ>IZ> 5QUARE FEE:T OF FE:fi<MEAElLE: AREA 51-!ALL 6E INCORPORATED TO A DE:FTI-I OF b' INTO Tl-IE: 50IL. 6. A.GiRICUL TLIRAL SUITABILITY TEST REPORT FOR ON-SITE: SOIL PRIOR TO PLANTING.. I. LAND5CAFE: CONTRACTOR SI-IALL TAKE: TI-IREE (3) SAMFLE:S OF SITE SOIL AT A DE:FTI-I OF b TO 12 INCI-IES, WITf-llN Tl-IE PROFOS!:D PLANTING! AREAS, AFTER COMPLETION OF GRADING. AND PRIOR TO WE:E:D CONTROL AND 50IL FRE:FARATION. 2. LAND5CAF!: CONTRACTOR SI-IALL SUBMIT SAMFLE:S TO A QUALIFIED AND APPROVED SOILS LA6 FOR SOIL EVALUATION FOR E:ACI-I PLANT 65 ING USE:D FOR Tl-IE FROJE:CT. 3. Tl-I!: TEST SI-IALL INDICAT!: 6UT NOT 6E LIMIT!:D TO Tl-IE FOLLOWING,, OF1!::,ANIC MATTE:R CONTE:NT, NF!<, Fl-!, ec, AND SOIL TEXTURE (SILT, CLAY, SAND). 4. SUBMIT A WRITTE:N RECOMM!:NDATION FOR AMENDM!:NTS, LE:ACI-IINGi, AND MAINTENANC!: FROM Tl-I!: SOILS LABORATORY TO Tl-IE: LANDSCAF!: ARCI-IITECT FOR APPROVAL. Tl-IE: APPROVED RECOMM!:NDATIONS FOR AM!:NDME:NTS AND BACKFILL SI-IALL 61: INCORPORATED INTO Tl-IE LANDSCAPE: FLANS PRIOR TO Tl-IE: START OF CONSTRUCTION 6ECOM!: FART OF Tl-IE APPROVED FLANS. AND SI-IALL VER ANY &. Tl-IE SOILS REPORT &I-IALL TAKE: FRECEDE:NCE 0 AME:NDM!:NT AND FERTILIZER RATE:S &FE:CIFIE:D IN TI-IESE FLAN&. PERCOLATION TESTING., Tl-IE: SITE,ITI-IE I. UPON COMFLE:TION OF Tl-IE ROI.IG,1-1 GRADING! OF LANDSCAPE ARCI-IITE:CT SI-IALL IDENTIFY TYPICAL FOR Tl-IE LARG!:ST TREE& AT 212>12> FOOT INTERVA CONTRACTOR &I-IALL !:XCAVAT!: Tl-IE FIT FOR Tl-I Tl-IE PROJECT SPECIFICATION& AND DETAIL&. LOCATIONS LS. Tl-IE E TREE, FER E O A DEFTI-I 2. WITI-I Tl-I!: OWN!:R'S REPRESENTATIVE FRE:S!:NT, Tl-I CONTRACTOR SI-IALL FILL Tl-IE FIT& Tl-IE: WAT!:R T OF 12 INCi-iE&. Tl-IE LENGiTI-I OF TIME REQUIRED FO TO F!:RCOLATE INTO Tl-IE &OIL, LEAVING! Tl-IE FIT 6E MEASURED 6Y Tl-IE: CONTRACTOR AND VERIF R Tl-IE WATER EMPTY WILL IED 6Y Tl-IE 011.NER'& REFRE:&ENT ATIVE. RAINED FROM E FIT WITI-I DOES NOT E IGil-lT I-IOURS, LANDSCAPE NOTES: I. ALL LANDSCAPE: &I-IALL CONFOl'<M TO CITY OF CARLSBAD ORDINANCES FOR LANDSCAF!: INSTALLATION AND MAINTENANCE. 2. TRE!:S PLANTED WITI-IIN 112> FEET OF WALK&, cu~e, OR PAVING, &I-IALL 6E PLANTED WITI-I A ROOT BARRIER (6I0-6ARRIER). 3. ALL PLANTING! AREAS SI-IALL 6E FINISl-!ED WITI-I A 3 INCi-i LAYER OF 'FOREST MULCI-I' SI-IREDDED 6Af.K MULCI-I. PROVIDE SAMPLE TO LANDSCAPE: ARCI-IITECT FOR APPROVAL. 4. IF ANY EXISTING, I-IARDSCAFE OR LANDSCAPE: INDICATED ON Tl-IE APPROVED FLANS ARE DAMA.GiED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SI-IALL 6E REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE FER Tl-IE APPROVED FLAN& 6Y Tl-IE OWNE:R/FEl'<MITTEE. &. ALL LANDSCAPE: MATERIALS SI-IALL 6E FEl'<MANENTLY MAINTAINED IN A GROWING, AND 1-!EAL TI-IY CONDITION AT ALL TIMES, INCLUDING! TRIMMING, AS AFFROFRIATE TO MAINTAIN APPROVED LANDSCAPE MATERIALS. GENERAL NOTES= I. SEE GRADING AND DRAINAGE FLAN FOR CONTOURS AND SLOPES. MAINTENANCE RESPONSIBILITY NOTE= THE FROFERTY OUJNER5 ARE RESFONSl6LE FOR Tl-lE CONTINUAL MAINTENANCE OF ALL LANDSCAPED AREAS ON SITE AND THE FU6LIC RIGHT-OF-WAY. ALL LANDSCAPED AREAS SHALL 6E KEFT FREE OF WEEDS AND DE6RIS. PLANTINGS S~ALL 6E MAINTAINED IN A !-!EAL THY, VIGOROUSLY GROWING CONDITION, AND SHALL RECEIVE REGULAR PRUNING, FERTILIZING:, MOWING AND TRIMMING. IRRIGATION SYSTEMS SHALL 6E REGULARLY INSPECTED AND KEFT IN FULLY OPERATIONAL CONDITION ACCORDING TO MANUFACTURERS' DESIGN STANDARDS AT ALL TIMES. I AH FAHILIAA WITI-I Tl-IE fiEQJIFiS'ENT& FOfi1: LAND5CAFE Al() ~Tia-I FLANS CCfflAIIIED IN Tl-IE CliY a= CAIU6AD'5 LAND5CAFE MAl«JAL AND WATER EFFICIENT L.ANDeCAFE fiif.61U ATIQI&. I I-IA't! FIEPAAEP T!-115 FLAN IN ! I I. J' 1 i i I I I ' cct1FLIANCe WITI-I TM06E fiEGIILATIQI& AND Tl-IE 1. L.6ND!CAFE MANJAL AND AGfiEE TO cct1FL y WITI-I ALL 11 ! . fiEQJlfiEMENT6 UJ.EN 5IS"IITTN:is cctl&lRICTIQI DOO.l'ENT5. I CERTIFY Tl-IA T Tl-IE FLAN IMPLEMENT& TMO&E fiif.61 ILATIQI& I 1 TO FR?YIDE EFFICIENT U5E a= WATER 1 I \ /2 D ~ -~ .3/20/2011 DATE APPRO\/tD FO.R I.RR/GA, T/01\J Af\/0 PLA!\JT/t\JG 01\/L Y, /1\/CLUD!f✓G PRF"C/SF" LOCATION OF PLA!\J /It✓(; AREA. "AS BUILT" RCE EXP, DATE REVIEWED BY: j I ) 1 'I 3. WITI-IIN &IX I-IOUR& OF Tl-IE TIME Tl-I!: WATER I-IA& D Tl-IE FIT, Tl-IE CONTRACTOR Sf-lALL AGAIN FILL Tl-I WATER TO A DEFTI-I OF 12 INCi-iE&. IF Tl-IE WATER COMFL!:TEL Y FE:RCOLAT!: INTO Tl-IE 50IL WITI-IIN Tl-IE CONTRACTOR &l-lALL PROVIDE A SU6SURFA SYSTEM TO EACI-I TREE. Tl-IE &U6&URFACE DRAIN &I-IALL 6E SU6J!:CT TO APPROVAL 6Y Tl-IE OWN!: CE DRAINAGE A.GiE SYSTEM PLANTING DETAILS & NOTES R'S INSPECTOR DA.TE REPRESENTATIVE PRIOR TO CONSTRUCTION. I /1\ . Lill SHEET i CITY OF CARLSBAD ! 7 I :'LANNi,'1G Dl\/IS 10N 0 ! LANDSCAPE IMPROVEMENT PLANS FOR: i HIGHLAND JAMES SUBDIVISION ••~OS CAP~ LOT 3 f. 0RAN!jCl\i '"b+ ~G' .... ~ -' ~ APPROVED: fi:,;r_., I j -l ~-• :.-1, L--r--t:::-q..-41---l • • I V\.. • * ' i;.-2."f-~"l Signat re • "'"'" Dab, 11 c'l!~ PLANNING ¾;""' UJ.OW)~ I IJA7E !NlllAI DWM BY: PROJECT NO. DRAWi~IG ~10. DATE INITIAL DATE INIT!AL CHKD BY: ' CDP15-49 483-6P Cf:' CA\,.\f REVISIO~J DFSCRIPTION ' -DES1G· lER -F ••o~K RVWD BY: ' ·--· UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA £ • f O t 1 {,301:J.7 i , I' ~ U ,l r,; xpIrc I0n a e: 1 l __ _ OTHE'l APPROVAL CITY APPROVAL . C: ORA\\1NG FILE 2012 -------·---------------------.-·------------- SECTION 02900 LANDSCAPING -22 SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION, AND MUST BE FULLY CONSIDERED IN CONNECTION THEREWITH. 1.02 SCOPE A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE PROPERLY THE CONTRACT. B. RELATED WORK: 2. IRRIGATION (SECTION 02810) 1.03 SUBMITTALS A. CONTRACTOR SHALL SUBMIT A TYPEWRITTEN LIST WITH SPECIFICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, ETC., WITH QUANTITIES OF EACH. 1.04 DEFINITIONS OF TERMS A. "PLANTING AREA" SHALL MEAN ALL AREAS TO BE SEEDED, SODDED, PLANTED WITH TREES, SHRUBS, AND/OR GROUNDCOVERS. 1.05 GUARANTEES AND REPLACEMENTS A. PLANT MATERIALS: PLANTS (15-GALLON SIZE AND LARGER) SHALL BE GUARANTEED TO LIVE AND GROW IN HEAL THY CONDITION DURING THE AGREED UPON 90-DAY MAINTENANCE PERIOD OR UNTIL FINAL ACCEPTANCE (3.20 PART B). PLANT MATERIAL WILL CONTINUE TO BE GUARANTEED FOR ONE (1) YEAR. B. PLANT MATERIAL SMALLER THAN 15-GALLON SIZE: SHALL BE GUARANTEED TO LIVE AND GROW IN VIGOROUS HEALTHY UPRIGHT CONDITION FOR A MINIMUM OF ONE GROWING SEASON AFTER FINAL ACCEPTANCE OF WORK (EXCLUDING SEASONAL COLOR). C. REPLACEMENT: ALL PLANTS NOT HEAL THY AND IN VIGOROUS GROWING CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED IMMEDIATELY. PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY . SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFlED AT NO COSTS TO OWNER. 1.06 VERIFICATION OF EXISTING CONDITIONS A. ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES, AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. B. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES AND OTHER IMPROVEMENTS, AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF CONFLICT BETWEEN SUCH IMPROVEMENTS AND PLANT LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, AND ARRANGEMENTS WILL BE MADE FOR RELOCATION AS NECESSARY. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM WORK AS HEREIN SPECIFIED AT HIS OWN EXPENSE. 1.07 PROTECTION OF EXISTING IMPROVEMENTS DURING THE CONSTRUCTION AND MAINTENANCE PERIOD, THE CONTRACTOR SHALL TAKE EVERY PRECAU]ON TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES AND ALL PAVING, STRUCTURES, FlXTURES, AND EXISTING PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO THE OWNER. 1.08 INSTRUCTIONS AND OBSERVATION A. ALL CHANGES AND DEVIATIONS TO THE PLANS AND SPECIFlCATIONS BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR SHALL BE CONFIRMED IN WRITING. B. THE CONTRACTOR'S SUPERVISOR SHALL BE AVAILABLE ON CALL TO MAKE A JOINT OBSERVATION WITH THE OWNER'S REPRESENTATIVE OF THE WORK. THE CONTRACTOR SHALL HAVE SUFFICIENT WORK PERSONNEL AVAILABLE DURING NORMAL WORKING HOURS TO CORRECT DEFICIENCIES IMMEDIATELY UPON REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR OR REWORK SERVICES ARE TO BE PERFORMED WITHOUT INTERFERENCE OF REGULAR PROJECT SCHEDULE. C. ·PLANTS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AT THE PLACE OF GROWTH AND /OR UPON DELIVERY TO THE SITE FOR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF OBSERVATION AND REJECTION AT THE SITE DURING PROGRESS OF WORK FOR SIZE, CONDITION OF ROOT BALL, LATENT DEFECTS, OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. D. SITE OBSERVATIONS HEREIN SPECIFlED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE OF AN OBSERVATION. AN OBSERVATION WILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE WORKING HOURS ON EACH OF THE STEPS OR CONDITIONS LISTED BELOW. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACH OBSERVATION. THE CONTRACTOR WILL NOT BE PERMITTED TO INITIATE THE SUCCEEDING STEP OF WORK UNTIL HE HAS RECEIVED APPROVAL TO PROCEED BY THE LANDSCAPE ARCHITECT. 1. PRE-CONSTRUCTION MEETING: IMMEDIATELY PRIOR TO THE COMMENCEMENT OF WORK OF THIS SECTION, CONTRACTOR SHALL RECEIVE APPROVAL OF MATERIALS AND EQUIPMENT TO BE USED, AND METHODS OF INSTALLATION. 2. INCORPORATION OF SOIL CONDITIONING AND FERTILIZING INTO THE SOIL: SOIL TESTS PERFORMED BY THE LICENSED LABORATORY SHALL BE SUBMITTED AND PAID FOR BY THE CONTRACTOR FOR AGRICULTURAL SUIT ABILITY AND APPROVED BY THE LANDSCAPE ARCHITECT ONCE ROUGH GRADING HAS BEEN COMPLETED AND PRIOR TO INSTALLING ANY PLANT MATERIAL. . ' DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C: \DRAWING FILES\11TLE SHE£TS\CLSB-IP.CWG REVISED: 5/15/2012 I 3. UPON THE COMPLETION OF FINISH GRADING AND MOW CURBS LAYOUT IN THE FIELD, BUT PRIOR TO MOW CURB INSTALLATION. 4. APPROVAL OF ALL PLANT MATERIAL QUALITY. 5. LAYOUT OF PLANT MATERIAL. 6. PRE-MAINTENANCE OBSERVA]ON: WHEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. 7. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVA]ON SHALL ESTABLISH THE BEGINNING DA TE FOR THE GUARANTEE PERIOD. A. ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. I 1.09 SUSPENSION OF WORK i A. THE LANDSCAPE ARCHITECT SHALL RECOMMEND TO THE OWNER ANY NECESSITY TO SUSPEND THE WORK WHOLLY, OR IN PART, FOR SUCH PERIOD OR PERIODS AS HE MAY DEEM NECESSARY DUE TO UNSUITABLE WEATHER, OR SUCH OTHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FOR THE REASONABLE PERFORMANCE OF THE WORK, OR FOR SUCH TIME AS IS NECESSARY DUE TO THE FAILURE ON THE PART OF THE CONTRACTOR TO CARRY OUT ORDERS GIVEN OR TO PERFORM ANY OR ALL PROVISIONS OF THE CONTRACT. B. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A MANNER THAT THEY WILL NOT BECOME AN OBSTRUCTION NOR BECOME DAMAGED IN ANY WAY, AND HE SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGE OR DETERIORATION OF THE WORK PERFORMED. THE CONTRACTOR SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE SUITABLE DRAINAGE BY OPENING DITCHES, PLANTING PITS, ETC., AND ERECT TEMPORARY STRUCTURES WHERE NECESSARY. C. GRADING, SOIL PREPARATION, AND PLANTING WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL AND OP]MUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT WORKING IT WOULD DESTROY THE SOIL STRUCTURE, SPREADING, GRADING AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE ATTAINABLE. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. THE LANDSCAPE ARCHITECT SHALL BE FURNISHED WITH DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND/OR INVOICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY OF EACH ITEM FOR ALL SOIL, FERTILIZERS, SOIL CONDITIONERS, PLANS AND OTHER MATERIALS. RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TO THE OWNER TO STOP WORK PROGRESS UNTIL CERTIFlCATES ARE RECEIVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. 8. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE WHEN ALL MATERIALS ARE TO BE DELIVERED AND THE MANNER OF SHIPMENT, AND SHALL FURNISH THEREWlTH AN ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF MATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE SATISFACTORY COORDINATION OF DELIVERY, AND TO EXPEDITE THE REQUIRED INSPECTION AT THE POINT OF DELIVERY. THE ITEMIZED LIST, IN DUPLICATE, FOR EACH DELIVERY OF PLANT MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE AGRICULTURAL CODE PRIOR TO ACCEPTANCE OR PLANTING. PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE EXERCISED TO ENSURE SAFE LOADING, UNLOADING, SHIPPING AND HANDLING FOR ALL PLANTINGS FROM SOURCE TO IN-PLACE LOCATIONS INDICATED ON THE DRAWINGS. 1.11 PLANT MATERIALS A. QUANTITIES FOR PLANT MATERIALS ARE SHOWN PER PLAN FOR CONVENIENCE ONLY AND NOT. GUARANTEED. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. 1.12 INVOICE OF MATERIALS A. .UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIA ]NG PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MA TIERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WlLL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. 8. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE SITE OBSERVA ]ON, THE LANDSCAPE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. ! C. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SU BM ITT AL TO A TESTING LABORATORY, ALONG WITH SPECIFICATIONS OF EACH PRODUCT. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE OWNERS REPRESENTATIVE AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. IT IS THE INTENT OF THE PROJECT THAT CERTAIN AREAS OF THE EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH . THE LANDSCAPE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. i B. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. C. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH RESULTS IN DEA TH OR PERMANENT DISFIGURA TION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR. THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE LANDSCAPE ARCHITECT OR REIMBURSE THE OWNER THE COST OF SAID REPLACEMENT IF A REPLACEMENT CANNOT BE OBTAINED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. ' D. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY MEN AND EQUIPMENT. ALL DAMAGE BY THE CONTRACTOR TO EXIS]NG PLANTS SHALL BE REPAIRED AT HIS EXPENSE BY PERSONNEL APPROVED BY THE LANDSCAPE ARCHITECT. E. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIAL AND/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPEN]NE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIPLINE (THE OUTSIDE EDGE OF FOLIAGE OVERHAND) OF ANY TREE OR SHRUB OR WITHIN 6'0F THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTIRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE LANDSCAPE ARCHITECT AND REPLACE IT WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. F. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS: WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL BE BY HAND, TUNNELING UNDER ROOTS 2'' AND LARGER IN DIAMETER. CUTTING OF ROOTS 2'' AND LARGER SHALL BE ONLY ON THE APPROVAL OF THE LANDSCAPE ARCHITECT. PAINT CUT ROOTS WITHIN 24 HOURS OF INITIAL DAMAGE WITH APPROVED PRUNING PAINT. WHEN THIS IS NOT POSSIBLE, KEEP THE SIDE OF EXCAVATION ADJACENT TO TREE SHADED WITH MOIST BURLAP OR CANVAS. PART 2 -PRODUCTS 2.01 QUALITY A. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED AND/OR PACKAGED MATERIALS SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURERS GUARANTEED ANALYSIS. 2.02 SOIL AMENDMENT AND FERTILIZER A. SHALL BE A WOOD RESIDUAL PRODUCT DERIVED FROM THE BARK OF PINE, REDWOOD, WHITE FIR AND RED FIR, OR CEDAR SHAVINGS. AMENDMENT UPON ANALYSIS SHALL CONTAIN AT LEAST 0.5% NITROGEN (ON A DRY WEIGHT BASIS) WITH AN ASH CONTENT NOT TO EXCEED 10%. A COMMERCIAL GRADE PRODUCT SHALL BE USED. CONTRACTOR SHALL SUPPLY ARCHITECT OR HIS APPOINTED REPRESENTATIVE WITH A SAMPLE OF THE PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE. GUARANTEE WT./CU/YD. = +560# -820#- NITROGEN (ORGANIC OR AMMONIC) 0.5%. PH (LESS THAN) 6.8. SALINITY (ECO X 103 AT 250 C) = 2.5. ASH CONTENT NOT TO EXCEED 10%. IRON (FE) EXPRESSED AS METALLIC 0.08%. DENSITY -APPROX. 25 LB/CU/FT. ORGANIC MATTER = 85%. A NON-IONIC WETTING AGENT SHOULD BE USED. PROPERTIES: SCREEN ANALYSIS: % RETAINED ON STACKED SCREENS: 1 MESH = 0.2%; 5 MESH = 36.6%; 8 MESH = 25.7%; 12 MESH= 30.7%; 32 MESH = 5.9%; REMAINDER 0.9%. SHALL BE WIL-GRO LIFE, FOREST HUMUS, OR LOAMEX. IF NOT AVAILABLE, SHALL BE EQUAL TO. B. AGRICULTURAL GRADE GYPSUM -SHALL BE A (CA S04 -H20) CALCIUM SULFATE PRODUCT -94.3%. 90% SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION WILL REMOVE SODIUM ATTACHED TO SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH ELECTRO-CHEMICAL ACTION. CONTROL OF DUST DURING APPLICATION IS MANDATORY. SHALL BE U.S. GYPSUM, DOLMAR, SOF'N'SOIL, OR BANDIN!. IF NOT AVAILABLE, SHALL BE EQUAL 10. C. SULPHUR (SOIL) -SHALL BE ELEMENTAL SULPHUR (99.5%) COMMERCIALLY PREPARED SO THAT 46.9% PASSES A 50 MESH SCREEN. SHALL BE WIL-GRO, UNION CHEMICALS OR BAKER INDUSTRIES, IF NOT AVAILABLE, SHALL BE EQUAL TO. D. IRON SULFATE -IRON SHALL BE EXPRESSED AS METALLIC - DERIVED FROM SULFATE -DEEP GREEN (FE S04 H20). A MINIMUM ANALYSIS OF 20.0% AND 98.3% RETAINED ON A 10 MESH SCREEN. SHALL BE WILSON & GEO. MEYER, WIL-GRO, OR BANDIN!. IF NOT AVAILABLE, SHALL BE EQUAL TO. E. PRE-PLANT OR STARTER FERTILIZER SHALL BE A COMMERCIAL GRADE FLOWABLE FERTILIZER WITH: 1 % NITROGEN, 10% PHOSPHOROUS PENTIOXIDE AND 10% POTASSIUM SULFATE. NO POTASSIUM CHLORIDE IS TO BE USED. ORGANIC NITROGEN SHALL BE FROM COTTONSEED MEAL AND UREA. PHOSPHATE AVAILABLE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. SCREEN ANALYSIS: % RETAINED ON STACKED SCREEN -APPROXIMATELY 8-MESH 24.2%; 20-MESH 75.2%; 48-MESH 0.2%. AVAILABLE PERCENTAGE WEIGHT OF PLANT FOOD: NITROGEN 1.0% MIN. PHOSPHORIC ACID 10.0% MIN. POTASH 10.0% MIN. SHALL BE WIL-GRO, BANDIN! OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. ORGANIC SOIL ENHANCER AND SOIL ACTIVATOR SHALL BE SARVON. F. POST PLANT FERTILIZER (MAINTENANCE): FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 14.0% MIN. AMMONIAC SULFATE . 4.0% MIN. REMAINDER OF NITROGEN 8.75% WATER SOLUBLE 1.25% WATER INSOLUBLE PHOSPHORIC ACID 7.0% MIN. POTASH 3.0% MIN. IRON 2.0% ZINC 0.15% MANGANESE 0.15% CALCIUM 2.0% ORGANIC NITROGEN IS DERIVED FROM UREA AND COTTONSEED MEAL. PHOSPHATE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. NO POTASSIUM CHLORIDE IS TO BE USED. SULFUR FROM SULFATE OF AMMONIA. CALCIUM FROM SUPERPHOSPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES. ZINC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FORM. SCREEN ANALYSIS:(% RETAINED) -APPROXIMATELY: 4 MESH = 1.3%; 8 MESH = 24.2%; 20 MESH = 74.0%; AND 48 MESH 0.05%. SHALL BE WIL-GRO FAIRWAY, BANDIN!, OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO • ' -, : . G. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP-TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 20.0% MIN. PHOSPHORIC ACID 10.0% MIN. POTASH 5.0% MIN. SHALL BE AGRIFORM OR GRO-POWER. IF NOT AVAILABLE, SHALL BE EQUAL TO. 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFlLL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURES: SOIL AMENDMENT STOCK PILED SITE SOIL GYPSUM SULPHUR (SOIL) IRON SULFATE PRE-PLANT (1-10-10) 1/2 C.Y. 1/2 C.Y. 5 LBS. PER/CU /YD. OF MIX 1 LBS. PER/CU /YD. OF MIX 1 LBS. PER/CU/YD. OF MIX 3 LBS. PER/CU /YD. OF MIX 2.04 IMPORTED TOPSOIL A. DEFINITION 1. IMPORTED TOPSOIL SHALL BE FROM A SOURCE OUTSIDE THE LIMITS OF THE PROJECT SELECTED BY THE CONTRACTOR AND IN COMPLIANCE WITH THE REQUIREMENTS SPECIFIED HEREIN. THE OWNER'S REPRESENTATIVE MAY MAKE SUCH INSPECTIONS AND PERFORM SUCH TESTS AS DEEMED NECESSARY TO DETERMINE THAT THE MATERIAL MEETS THE REQUIREMENTS. 2. AT LEAST 15 DAYS BEFORE SCHEDULED USE, THE PROPOSED SOURCE OF TOPSOIL MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR APPROVAL WHICH SHALL BE ACCOMPANIED BY A WRITTEN REPORT OF A TESTING AGENCY REGISTERED BY THE STATE FOR AGRICULTURAL SOIL EVALUATION WHICH STATES THAT THE PROPOSED SOURCE COMPLIES WITH THESE SPECIFICATIONS. IMPORTED TOPSOIL SHALL BE SCREENED, FERTILE, FRIABLE SOIL FROM WELL DRAINED AERATED LAND, AND FREE FROM NUTGRASS, REFUSE, ROOTS, HEAVY CLAY, NOXIOUS WEEDS, STONES LARGER THAN 1-INCH (25MM) IN GREATEST DIMENSIONS OR ANY MATERIAL TOXIC TO PLANT GROWTH. IT SHALL NOT BE INFESTED WITH NEMATODES OR OTHER UNDESIRABLE INSECTS AND PLANT DISEASE ORGANISMS. THE IMPORTED TOPSOIL SHALL MEET THE FOLLOWING REQUIREMENTS: 8. GRADATION LIMITS. TOPSOIL CONTENT SHALL BE AS FOLLOWS: SILT 20-45 % SAND 30-60%; CLAY 15-20% WITH A MINIMUM OF 5% ORGANIC MATERIAL (NATURAL OR ADDED). PH SHALL NOT BE LOWER THAN 5.5 NOR EXCEED 8.3 AND SOLUBLE SAL TS SHALL NOT EXCEED 1,500 PPM. MINIMUM DEPTH OF TOPSOIL SHALL BE 6 INCHES. C. PERMEABILITY RATE: NOT LESS THAN 0.5 INCHES (13MM) PER HOUR NOR MORE THAN 2 INCHES (50MM) PER HOUR WHEN TESTED IN ACCORDANCE WITH ASTM D 2434 OR OTHER APPROVED METHODS. D. AGRICULTURAL SUITABILITY. THE TOPSOIL SHALL BE SUITABLE TO SUSTAIN THE GROWTH OF THE PLANTS SPECIFIED. E. SUPPLY IMPORTED TOPSOIL IN THE FOLLOWING PROPORTIONS: 1. PLANTING SPILL MIXTURE: MIXTURE SHALL BE THOROUGHLY MIXED TO THE FOLLOWING PROPORTIONS: IMPORTED TOPSOIL 1 PART PER CUBIC YARD SOIL CONDITIONER 1 PART PER CUBIC YARD IRON SULFA TE 1 POUND PER CUBIC YARD SOIL SULPHUR 1 POUND PER CUBIC YARD GYPSUM 12 POUNDS PER CUBIC YARD 2. FOR ALL GROUNDCOVER AREAS, TOPSOIL SHALL BE SUPPLIED, MIXED WITH SOIL AMENDMENT AT THE RATE OF 3 PARTS OF TOPSOIL TO 1 PART OF SOIL AMENDMENT, SULPHUR IRON SULFATE AND PRE-PLANT FERTILIZER (SEE SECTION 2.03 FOR QUANTITIES) TO A DEPTH OF 4" OR 1" DEEP OVER ALL THE AREA, AND THEN ROTOTILLED INTO THE SOIL TO AT LEAST 4" DEEP. 2.06 PLANT MATERIALS A. NOMENCLATURE: SCIENTIFlC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED SHALL CONFORM WITH THE APPROVED NAMES GIVEN IN • A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA," PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON DRAWINGS. B. LABELING: EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TO SPECIES AND VARIETY. HOWEVER, FINAL DETERMINATION OF PLANT SPECIES AND VARIETY WILL BE MADE BY THE LANDSCAPE ARCHITECT AND WHOSE DECISION WlLL BE FINAL. ALL PATENTED PLANTS (CULTIVAR) REQUIRED BY THE PLANT LIST SHALL BE DELIVERED WITH A PROPER PLANT PA TENT ATTACHED. H. REJECTION AND SUBSTITUTION: ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. I. RIGHT TO CHANGES: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND/OR SIZES OF PLANT MATERIAL TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND CONFlRMED IN WRITING PRIOR TO SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED. CHANGES IN THE SIZE AND/OR VARIETY OF ANY PLANT TO BE FURNISHED WHICH INVOLVES A REDUCTION OR ADDITION IN COST SHALL BE ADJUSTED IN THE CONTRACT COST. J. ROOT CONDITION: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. K. PROTECTION: ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM WIND BURN, AND FROM ALL OTHER INJURY. ALL PLANTS DETERMINED BY THE OWNERS REPRESENTATIVE TO BE WILTED, BURNED, OR DRIED OUT, MAY BE REJECTED, AND REMOVED FROM THE SITE. THE CONTRACTORS ON-SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO THE DELIVERY OF ANY PLANT MATERIALS. L. SHRUB AND TREE SAMPLES: TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS. APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED. SAMPLES WILL BE INCORPORATED INTO THE WORK. M. SPECIMEN TREE SELECTION: 1. ONE SAMPLE EACH OF EACH TREE VARIETY AND SIZE, AS CALLED OUT ON DRAWINGS, 24" BOX AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. 2. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. 3. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE, CAN RETAIN THE SERVICES OF THE LANDSCAPE ARCHITECT TO REVIEW TREES 24" BOX SIZE OR LARGER TAGGED AT THE NURSERY AND/OR AT ITS PLACE OF GROWTH. 2.07 GROUNDCOVER A. GROUNDCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS. 2.10 PLANTER MULCH A. PLANTER MULCH SHALL BE SHREDDED FOREST MULCH. SHALL BE UNDER 3" IN LENGTH. AVAILABLE FROM AGRISERVICE, INC. (800) 262-4167 2.11 STAKING MATERIAL TREE GUY WIRES SHALL BE OF PLIABLE, ZINC-CO A TED STEEL MINIMUM GAUGE NO. 12 AND ANCHOR .TO APPROPRIATE DEAD MAN. WIRE LOOPS AT BRANCHES SHALL BE COVERED BY 2-PLY REINFORCED RUBBER 1/4" IN DIAMETER. GUY WlRES SHALL BE FLAGGED WITH 1/8-INCH DIAMETER X 4" -0" LENGTH SURGICAL TUBING. TREE TIES SHALL BE V.I.T. CINCH-TIE AVAILABLE FROM V.1.T. PRODUCTS, (760-735-2450). 2.13 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. 2.14 WEED CONTACT HERBICIDE A. WEED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. PART 3 -EXECUTION 3.01 INSPECTION A. EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION. DO NOT START PLANTING WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. DARCY BRANDON LANDSCAPE ARCHITECT CA LICENSE #3570 7980 Paseo Aliso Carlsbad, CA 92009 Phone:760-803-1920 darcy(iiJ.bellaterrasandiego.com I ~ F~ILIAR WITI-1 TI-IE Fi!EGIJIR:MENT& FOR L.ANDeCAPE .61-lD l~TICIN Fl.JIN& CG'NTAN:D IN TI-IE CITY GIF CAIU6AD'& LANDec:AFE MANJAL .61-lD WATER SflCIENT LAND6CAFE ~ATICNS. I MAVE Flii!EPAFiiED 11-116 PLAN IN cct1FLIANCE WITI-1 11-IOSE Ff'C,YJ..ATICINS .61-lD TI-IE LANDec:AFE MANJAL .61-lD AGFi!EE TO cct1FL Y WITI-1 AU. Fi!EGLIIFl81ENT5 IU-IBi eueHITTN:i CONSTRICTION DOO.NENTS. I CERl'IFY TMAT Tl-IE Fl.AN lt1FLEl'ENT5 TMOSE Fi!ECiUI ATICINS TO ~DE SflCIENT USE GIF WATER. .3/2,Z,/2,Z,11 '' i C i I I I I i " " C. QUALITY AND SIZE: ALL PLANTS SHALL BE VIGORUS, OF NORMAL GROWTH, FREE FROM DISEASES, INSECTS, INSECT EGGS, AND/OR EXCEED THE MEASUREMENTS SPECIFIED. D. CONTAINER STOCK: SHALL HAVE GROWN IN CONTAINERS FOR AT LEASE SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH WHEN TAKEN FROM THE CONTAINER SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 3.02 PREPARATION DATE , E. PRUNING: AT NO ]ME SHALL THE PLANT MATERIALS BE PRUNED, TRIMMED OR TOPPED PRIOR TO DELIVERY, AND ANY ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE CONDUCTED ONLY WITH THE APPROVAL AND IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. F. INSPECTION OF PLANT MATERIALS: REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHEN NECESSARY, HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS AT SITE. G. ON-SITE INSPECTION OF PLANT MATERIALS: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK FOR SIZE, VAIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. A. GENERAL: THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDCOVER AND HYDROSEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FOR IMPORTED TOPSOIL, FERTILIZING, SOIL CONDITIONING, AND OTHER TREATMENT SHALL BE AS DEFlNED ON THE DRAWINGS. EQUIPMENT NECESSARY FOR PREPARATION OF THE GROUND SURFACE AND FOR HANDLING AND PLACING ALL REQUIRED MA TERI AL SHALL BE ON HAND IN GOOD WORKING CONDITION. WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL RESULTS CAN BE OBTAINED. B. CLEARING AND GRUBBING: PRIOR TO RIPPING AND TILLAGE OPERATIONS, ALL VEGETATION IN THE AREA TO BE PLANTED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE. THE GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL WHICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL WHICH MIGHT HINDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE OPERATION. ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LAWFULLY DISPOSED OF OFlF THE SITE BY THE CONTRACTOR AT HIS COST. ~-----------------, AP/.JROVFO IL()!,! IRF~/GA T/0/\J JiJ\JO PLAI\JT!f✓G ONLY, !f\JCLUD!.NG r)F~[C'/S[ L(JCA 1/(J!\J Of-PLA.f\JTING RCE __ _ R~Vll:.Wl:.l) t:lY: AP.--A 'It_ • ,, /\ C' R IJ I LT" ni:J u : I EXP. ___ _ CATE PLANTING SPECIFICATIONS INSPECTOR DATE \,~OSCAP.t L__+i --+--/-11\ -------------t----t---r--+:-----i I SH8EET I CITY OF CARLSBAD Sil[CTS .--: ~:;;:;:;=~:::;:~=;;r~L:;M~iN;;! N=' G;;;::D:;1v;:is=1 o;:N;:;:==='-'===l=O= LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLAND JAMES SUBDIVISION LOT 3 ' ,_.,<,'O I'-BRAN6~1~'i'c. ~(J';.J,, ...-, ', •7..-..... I i J t llu hA, t f----+i ---+-------------1--t-------,f----+-: ---; 1-AP_P_Ro_vE_D_: _,L_<J-==+-~1....,.-~&a=\ -&,...__ ; Slgno ure Jt ~ Renow OQi:i, 11/30/17 f----+---+----------------+---t-----t----j-----j ~P~L~-~N~t,~1lN:;:•G===~;==============:::::;;:=======~ "'i! o,t, • z.L j DWN BY: --·---F'RO,JECT NO. DRAWING NO.i ~~ ~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· cru)P1 5-49 483 6P 1 CFCALlf l,-D-ES-IG-N-ER~CF_W_'O-R7K REVISION DESCRIPTION OTHER APPROVAL CITY APPROVA RVWD BY;---' . --! L_![~·>c:E_ipir~al'Etio~n:Jof:ia!!:te:j:111:f@i&/1Ql7~==:..:....:::=L----------------_L=:'.'...:::.'.:::'.:.J_:,::.:_:__:_:_:::_:..::.:.~::::::=::::::::.:::::::===-==============::'J i ' DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C: \DRAWING FlLES\TITLE SHEE.,,CLSB-IP.OWG : 0/15/2012 C. OBSTRUCTION BELOW GROUND: ALL SUBSURFACE ROCKS OVER 2" IN DIAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING, TILLING, OR PLANTING ACCORDING TO PLANS AND SPECIFICATIONS. ALL ABANDONED UTILITY LINES UNCOVERED OR SEVERED SHALL BE CUT BELOW GRADE AND CAPPED OR PLUGGED WITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FOR REMOVAL. WHEN THE LOCATION OF UTILITY LINES IS SHOWN ON THE PLANS OR HAS BEEN MADE KNOWN TO THE CONTRACTOR, ALL DAMAGE TO THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY. D. DEEP RIPPING: ALL AREAS (EXCLUDING SLOPES GREATER THAN 3: 1) TO RECEIVE GROUNDCOVER, SHRUBS, AND HYDROSEEDING SHALL BE DEEP RIPPED AND LOOSENED TO A DEPTH OF TWELVE (12) INCHES IN ALL DIRECTIONS. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN AT LEAST TWO SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. B. AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE FOLLOWING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO AL TERNA TING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. SOIL AMENDMENT: 6 CUBIC YARDS PER 1,000 SQ. FT. TO A GYPSUM: SOIL SULPHUR: IRON SULFA TE: DEPTH OF 8". 120 LBS. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ, FT. 10 LBS. PER 1,000 SQ. FT. FERTILIZER ( COMMERCIAL) 1-10-10 SHALL BE APPLIED AT THE RA TE OF 30 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT. SLOPES 2: 1 AND STEEPER OR AS PER THE DRAWINGS OMIT SOIL CONDITIONER APPLICATION AND TILLING. D. DEEP WATER LEACHING AND SOIL TESTING: DEEP WATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERllFIED AGRONIMIC LABORATORY. THE FOLLOWING PROCESS FOR DEEP WATER LEACHING IS FOR BIDDING PURPOSES ONLY. ITEM NUMBER THREE (3.) SHALL BE PERFORMED AS STATED BELOW. 1. AFTER THE TILLING OPERATION, THE AREA SHALL BE DEEP WATER LEACHED THREE (3) TIMES OVER A FlVE (5) DAY PERIOD. APPLY 1/2" WATER AT EACH APPLICATION. WAIT ONE (1) DAY BETWEEN APPLICATIONS. 2. ONE DAY AFTER FINAL APPLICATION OF WATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E.C.). OWNER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TO A LABORATORY FOR TESTING OF SOLUBLE SALTS. E.C. TEST READING SHALL NOT BE ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REP EA TED UNTIL TEST READINGS ARE NOT ABOVE 2.0 3. IF SOIL TEST READING FOR A PARTICULAR AREA TESTED IS ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 E. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLOUGHING OF SOILS. F. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH AMENDED SOIL AND BROUGHT TO FINISH GRADE. G. APPLY NAIAD WETTING AGENT 4 OZ. PER 1,000 S.F. AT THE FIRST SPRAY OF SOIL AMENDMENTS. 3.04 FINISH GRADING A. FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN. B. FINISH GRADES SHALL BE MEASURED AFTER THE GROUND HAS BEEN WATERED-IN AND MECHANICALLY COMPACTED AND SETTLED. THE FINAL GRADE SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. C. EASE TOP AND TOE OF ALL EXISTING SLOPES. D. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. E. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. F. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, OVER MOW CURBS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. G. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. H. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2% SURFACE SLOPE FOR POSITIVE DRAINAGE. I. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1" DIA. IN LAWN AREAS, 2" DIA. IN SHRUB AREA, 2'' DIA. IN HYDROSEED AREAS. J. FINISH GRADE SHALL BE 2" BELOW FINISH PAVING SURFACE IN SHRUB AREAS. 3.05 PLANTING INSTALLATION A. TIMING: ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTABLE PRACTICE. B. LAYOUT OF TREES: ALL TREES (15" GALLON SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. THE TREES SHALL THEN BE MOVED SO THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED. THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOLES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT. C. LAYOUT PLANTING: LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTIVE CONTAINERS PRIOR TO DIGGING HOLES AND/OR PLANTING. ALL PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND UTILITY LINES. D. BACKFILL FOR TREES AND SHRUBS: SHALL BE AS SPECIFIED IN SECTION 2.03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED WITH SOIL E. DISPOSAL OF EXCESS SOIL AND DEBRIS: ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST OR UTILIZED ON THE SITE AS DIRECTED BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT. 3.06 PLANTING TREES, AND SHRUBS A. SOIL MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN HORTICUL TU RALLY ACCEPTABLE. THE CONTRACTOR SHALL REQUEST APPROVAL OF MOISTURE, AND IF FOUND TO BE INSUFFICIENT FOR PLANTING, THE PLANTING PITS SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN BEFORE STARTING ANY PLANTING OPERATIONS. B. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. C. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FlLLING OF HOLES, PITS AND BEDS. D. PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN AND THEY SHALL BE PLANTED WAN WATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS. , E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL. F. BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY WATERED AND COMPACTED TO A DEPTH SO THAT WHEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CROWN IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS OTHERWISE NOTED, SHALL BE RAISED OR REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. G. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATES AND PER THE MANUFACTURER'S RECOMMENDATIONS: 1-5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT. 1-21 GRAM TABLET PER GALLON CONTAINER 3-21 GRAM TABLETS PER 5 GALLON CONTAINER 4-21 GRAM TABLET PER 15 G~LLON CONTAINER 1-21 GRAM TABLET PER EACH 4 INCH BOX SIZE ·. RANDOM TESTING TO VERIFY PLANTING TABLET INSTALLAllON SHALL BE CONDUCTED BY THE OWNER'S REPRESENTA llVE. H. NO PLANT-WILL BE ACCEPTED IF THE ROOTIBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. I. ALL PLANTS SHALL BE THOROUGHLY WATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. J. STAKING: ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHALL BE STAKED AS DETAILED. K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. L PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES AND SHRUBS WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/4-INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT. 3.07 PLANTING GROUNDCOVER A. GROUND COVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2" IN DIAMETER AND DEBRIS. B. IF THE TOP FOUR (4) INCHES OF SOIL IN THE AREA TO BE PLANTED IN GROUNDCOVER IS NOT SUFFICIENTLY MOIST (HORTICUL TU RALLY ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND NO LESS THAN TWELVE HOURS SHALL PASS BEFORE PLANTING. C. GROUNDCOVER PLANTS SHALL BE GROWN IN FLATS. VARIETY INDICATED ON THE PLANT LIST. FLAT GROWN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT WILL NOT FALL APART WHEN LIFTING THE PLANTS. PLANTS SHALL BE PROTECTED AT ALL TIMES TO PREVENT DRYING OF THE ROOT BALL D. GROUND COVERS SHALL BE PLANTED IN STAGGERED, RANDOM ROWS AND EVENLY SPACED UNLESS OTHERWISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAWINGS. E. THE SIZE OF PLANTING EXCAVATION FOR GROUNDCOVER SHALL BE AT LEAST TWICE THE DEPTH OF THE ROOT BALL. F. EACH PLANT SHALL BE PLANTED IN A MANNER THAT WILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN NO CASE SHALL THIS DEPTH BE LESS THAN TWO NODES. EACH GROUNDCOVER PLANT SHALL BE. PLANTED WITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO THE ROOT ZONE. PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE. TO AVOID DRYING OUT GROUNDCOVER, PLANTS MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY OR BY USING THE INSTALLED IRRIGATION SYSTEM. REPEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST TWICE THE DEPTH OF EACH HOLE IS THOROUGHLY MOISTENED. 3.10 POST FERTILIZATION A. TREES -POST FERTILIZATION SHALL OCCUR AT 100 DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE (VARIOUS DEPTHS) AND APPLY FERTILIZER IN HOLES AT THE RA TE OF 1 LB. PER 1" CALIPER. FERTILIZER SHALL BE WIL-GRO 14-7-3. 8. SHRUBS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH 1 GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERllLIZER SHALL BE (14-7-3) WIL-GRO OR APPROVED EQUAL C. GROUNDCOVER AND LAWN AREAS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS/1,000 S.F. FERTILIZER SHALL BE (14-7-3) WIL -GRO OR APPROVED EQUAL. D. ALL PLANTED AREAS SHALL RECEIVE NAIAD WETTING AGENT, 4 OZ. PER 1,000 S.F. 45 DAYS AFTER THE START OF THE MAINTENANCE' PERIOD. 3.11 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL: MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, FERTILIZING, PRUNING, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHALL BE KEPT FREE OF WEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PAVING AND WALKS SHALL BE KEPT CLEAR, CLEAN AND WASHED DOWN. B. ESTABLISHMENT PERIOD: TREES, SHRUBS, VINES AND GROUND COVERS -THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES WRITTEN PROVISIONAL ACCEPTANCE OF THE WORK AND SHALL BE NINETY (90) CALENDAR DAYS. THE ESTABLISHMENT PERIOD MAY BE EXTENDED OR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. C. MAINTENANCE OPERATIONS: PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, PRUNING, MOWING, RESEEDING, ROLLING, RESODDING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. PLANTING BEDS SHALL BE KEPT FREE OF WEEDS, GRASS AND OTHER UNDESIRED VEGETAllVE GROWTH, AND LAWN AREAS SHALL BE KEPT FREE FROM ALL WEEDS. DURING THE SPECIFIED MAINTENANCE PERIOD, ALL PLANTS THAT ARE DEAD OR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY. ALL SEASONAL COLOR, ANNUALS OR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEAL THY CONDlllON THROUGH THE MAINTENANCE PERIOD. D. EXTENDED MAINTENANCE: WHEN, IN THE OPINION OF THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR OR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO ADDITIONAL COST TO THE CONTRACT UNTIL ALL THE WORK IS ACCEPTABLE. E. PROTECllON: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC OR OTHER USE BY ERECTING FENCING OR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED. WARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH-TRAFFIC AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. F. WEEDING AND CULTIVATING: ALL TREE, SHRUB, GROUNDCOVER AND HYDROSEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM. G. REPLACEMENT: DURING THE MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICH ARE IN AN UNHEALTHY OR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR WITHIN FOURTEEN (14) DAYS AFTER UNSATISFACTORY CONDITION IS EVIDENT. NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING. AT THE CONCLUSION OF THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT WILL MAKE AN INSPECTION OF THE WORK TO DETERMINE THE CONDITION OF ALL PLANTS. ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH PLANTS OF THE SAME KINDS AND SIZES AS ORIGINALLY SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT NO EXTRA COST TO THE OWNER. H. ACCEPTANCE: AT THE CONCLUSION OF THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON WRITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. * * * * * DARCY BRANDON LANDSCAPE ARCHITECT CA LICENSE #3570 7980 Paseo Aliso Carlsbad, CA 92009 Phone:760-803-1920 darcy@bellaterrasandiego.com I AM FAMILIAR WITl-l Tl£ ~GIJIFIEMENT6 ~ ~ AND l~TIGll FLANS CCffTAINED IN 1l£ CITY Cf CAIUBAD'5 ~ MANJAL AND WATER EFFICIENT LANPecAFE ~I ATION&. I MAYE Ffi!PAfg> Tl-ll& FLAN IN CO'FI.IANCE WITl-l TM05E FEGIP..ATIGll& AND 1l£ LANDeCAFE MANJAL AND ~ TO cct1PL Y WITl-l ALL IEGIJIFEl"ENTS IU-IEN SU6111TTll'tr! Cctl&'IRJCTION DOO.t1ENTS. I CERTIFY TMAT 1l£ FLAN ~6 TMOeE ~TIG'NS TO FROYIDE EFFICIENT U6E Cf WATER ~A ~j C, .. th.~1£1 .3/21Z>/21Z>11 D ~, ------~ APl~.ROVEO F--OR /RR/GA T/Of\J Af✓O F)LAtJ T/,\JG· O1\JL Y, II\JC'LUDl!\JC PRECts·E LOCA TIO!✓ 'Of PLl1J\JT/f\JG' A.REA. 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REVIEWFD RY: l RECYCLED WATER PLAN +!SPECTOR DATF. , ----·--· ---- SHJO~ ! 1 i SHEET CITY r,n CARI QO.AD ! JO tJr --'~-· "' .JUD. _ _,_.. ' PLAr-m1r-1c DIVISION I ~-- ' ' LANDSCAPE hlPROVEMENT PLANS FOR: I I HIGHLAND JAMES SUBDIVISION LOT3 /0 i r:-\P.OWJVED: f@.J~ C::r B\.-'ft= I ! ~-L-"'t--\7 ' iPLAi'-lNING i I ow~, BY: PROJl-_CT NO. ' DRAWING r,o. -----------· : i JATE INITIAL DAIE INITIAL i CHl<U l:JY· ------• REVISIOt~ DESCRIPTION : CDP'l 5-49 I 483-6P OTriER APPROVAL CITY APPROVAL .RVWD BY: ____ : ! ! i ' ..