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HomeMy WebLinkAboutDWG 402-2T; CT 03-01; LA COSTA RESORT & SPA - RESORT VILLA PHASE 1; 01-19r-----------------------------------------------------------------------------------------.... ~ 00 CONSULT ANTS OWNER'S REPRESENTATIVE KSL DEVELOPMENT CORPORATION 2100 COSTA DEL MAR ROAD CARLSBAD.CA 92009 TEL: (760)564-7146 FAX: (760)929-6310 CONTACT: CHEVIS HOSEA LANDSCAPE ARCHITECT FORREST K. HAAG, ASLA, INC. 1254 N. COAST HWY. LAGUNA BEACH, CA. 92651 TEL: (949) 376-9066 FAX: (949)376-9067 CONTACT: FORREST HAAG CIVIL El'iGJNEER MDS CONSUL TING, INC. 78-900 AVENUE 47 SUITE 208 LA QUINTA, CA 92253 TEL: (760) 771-4013 CONTACT: CHRIS BERGH VICINITY MAP POINSETTIA LN '? ,.__, f] ,--~-\ o,-..._ ~ I --------,.,/ ------------------,-,--~p, AVt: ,/ ABBREVIATIONS • DIAMETER (33.90) EXISTING SPOT EL£VATION Fl' FINISH FLOOR ELEVATION 33,90 PROPOSED SPOT ELEVATION GF l:ARAGE MOR ELEVATION HT HEIGHT PE PAD ELEVATION BCR BEGINNING OF CURB RADIUS 1W TOP OF WALL ECR ENO Of CURB RADIUS TF TOP OF FOOTING ELEVATION TC TOP OF CURB f!tl BOTTOM OF WALL BC BOTTOM OF CURB TS TOP OF STEP 6) EXPANSION JOINT BS BOTTOM OF STEP SJ SCORE JOINT CB CATCH BASIN SC SAW CUT FQ FINISH GRADE R RADIUS P,; FINISH SURFACE RDWO REDWOOD HP HIGH POINT HDR HEADER LP LOW POINT LA LANDSCAPE ARCHITECT FL FLOW LINE MIN MINIMUM DC ON CENTER MAX MAXIMUM CB CATCH BASIN MJ MASTIC JDINT TG TOP OF GRATE El.!VATION TYP TYPlc..L INV INVERT ELEVATION PA PLANTING AAl:A BB BOND BEAM ELEVATION F/C FACE OF CIJRB 00 DECOMPOSED GRANITE PA PLANTING AREA lf'"b ALIGN @ ATRIUM DRAIN 1,()ll: GRM>IENT IN PERCENTAGE 0 DECK DRAIN 4:1 RATIO: 4' HORIZONT,11. DISTANCE PER 1' Of VERTIC,11. HEIGHT m TURF ORAIN II RIDGE ..--31,,-...-PROPOSED CONTOUR 09 GRADE l!ftEAK ..--J1,,-/ EXISTING CONTOUR DIRECTION OF FLOW DRAINAOE PIPE MATCH LINE EQUESTRIAN TRAIL "-------LIMIT OF WORK -EDGING PROJECT LOCATION 11 NOT TO SCALE: LA COSTA RESORT & SPA· RESORT VILLA PHASE 1 CARLSBAD, CA PREPAREO FOR KSL DEVELOPMENT CORPORA TI ON 50-905 A VENIDA BERMUDAS LA QUINT A, CA 92253 PLAN SHEET KEY DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OYER THE DESIGN OF THIS PROJECT AS DUINED IN SECTION e703 OF THE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDIIRDS. I UNDERSTAND THAT THE CHECI< OF PROJECT DRAWINGS AND AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND lHE SAN DIEGO COUNTY DEPARTMENT OF THE ENI/IRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY ANO DOES NOT REUE\IE ME, AS LANDSCAPE ARCHITECT Of WORK, OF t.lY RESPONSl!IUTIES FOR PROJECT DESIGN. THESE Pl.ANS H.'.VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANODPE CONCEl'T PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, AND ALL CONDmONS OF APPROV,11. RELATED TO LANDSCAPING. "4<ooe '1-t.1.. ·0', LICENSE NO. DATE NOT TO SCALE 10,//,t>S: DATE FClRREJT ll HAAG, AILA, tlC lANDJCAR; ARCHllECIURE LAND FIANNING 125-4 N_ COAlT HIGHWAY lAGJNA BtAQ-1, CA 926~ SHEET INDEX SHEET OESCR!PT!ON I COVER SHEET 2 CONST11:UCT/ON PLAN 1 CONSTRUCTION ENLARGEMENT PLAN 'f CONSTRUCTION OETAILS ,-CONSTRUCTION OETAILS ' CONSTRUCTION OETAILS 7 CONSTRUCTION OETAILS II CONSTRUCTIDN OETAILS ' C.ONSTRUC.TION SPEC.IF/CATIONS 10 PLANTING PLAN II PLANTING OETA/LS 12 PLANTING SPEC.IF/CATIONS 13 PLANTING SPECIFICATIONS f'f IRRIGATION PLAN 1,-IRRIGATION OETA/LS 1, IRRIGATION SPECIFICATIONS 17 IRRIGATION SPECIFICATIONS Ill SCHEMATIC LIGHTING PLAN 19 SCHEMATIC LIGHTING OETAILS/ NOTES GENERAL NOTES: 1, ALL -COMPLIANCE FOR IMPROVEMENT SHOWN WITHIN THESE INSTRUMENTS OF SERI/ICE SHALL BE PLAN CHECKED AND APPROVED BY THE CITY OF CARLSBAD PLANNING DEPARTMENT BUILDING ol! SAFE1Y DEPARTMENT, AND/ OR PUBLIC WORKS DEPARTMENT PRIOR TO PERMIT ' ISSUANCE AND SUBSEQUENT CONSTRUCTION, 2. AS NOTED IN mu: BLOCK, THESE PLANS ARE APPROVED FOR PlANllHG o1! lftR!GATION ONLY. ALL PLANS FOR CONSTRUCTION OF IMPROVEMENTS FOR HARDSCAPE, WALKS, RAMPS, AND SITE ACCESS FOR ADA COMPLIANCE SHALL BE PROVIDED BY OTHERS, NO SITE GRADING IS IMPLIED OR ~uGGESIED t/f THESE PLANS, DETAILS, AND/OR NOTES. SEE CML ENGINEER'S APPROVED PERMIT PLAN SET FOR PHI AND ALL SITE CONSTRUCTION FOR PAVING, GRADING, STRIPING RAMPS, ADA REQUIRED SIGNS AND WAIJ<WAYS, POOL CONTRACTOR SHALL PROVllE ALL ' DETAILS. DRAWINGS, ADA COMPLIANCE PLANS, ACCESS COMPLIANCE FOR POOL ,lg SPA CONSTRUCTION. POOLS ol! SPAS SHOWN HEREIN ARE CONCEPTUAi.. POOL CONTRACTOR IS RESPONSIBLE FOR REGULATORY COMPLIANCE, "AS-BUILT" ..... .... .... APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. E l".R::E:::-v-::,=E:-".'w=En::-::B:-:-Y:--, -----------1 C\J "=1:t TITLE __ _ DATE -c=::::Jccicc========:::'.:::=cc::::Jc=:r-==r==--i--rr~;;;~=rN;s;P;E;.c~T□~R:::;::;;:::::;;:::;:::;;;::;;;;::;;;;:::;::;;:::-::n~A~T~E;;;;:;;::;-1 < ~==~==~~===================t===:t===!===t:=~ I SH1EET I CITY OF CARLSBAD ~ E- ;===-=~=P~L~A~NN=::I=::N:=:G=D~E~P~AR~T~M~E~NT~:==~-=L_!U==9=: t LA COSTA RESORT & SPA ~ COVER SHEET § VILLAS PHASE f CARLSBAD, GILIFORNU APPRO D,O.TIE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL IITHER ~PPRIJVAL CITY A~PROVAL DWN ---PROJECT NO. DRAWING NO, ~~~D 8l~,---1 CT 03-01 402-2T -\.o o_ ;-, -----------------------------------------------------------------------------------------------------------------------------,~ .- II I I I I I I I I I I I I I I I • I I I I I I : l'A PA ---------------------------------------------------------~ _______ __:L:::IH.:.;l:.:_T_;O:..;F_;:_W..:O:.:.'ft.;;_I<:..____ UH IT OF W O'/t.l<. l'A I I /\ J PA :1"'_,., II ~ 5' to'-f," l'A 15'0" PA 0/21'---"-2"'-2'_-5:..._"_5~-{'---T~Y,tt PA \ 't. WALi<. # PILASTE'/t. PA l'A !!!!!!!11!!!!!'!!!!!!!!!!!!1l!!!!!!!!!;;;!!!!!!!!!!!!!!jF=if====r ,. A ,._,1, If f_ ;,, -1. PA I -r ,._ i PA PA l'A -- /39"-0" 't. POOL # PILASTE'/t. I I I T .. ... -- £NLARG£H£NT PLAN.SEE SHEET 3 1--~--1-,---,--1 I -I • --~, ------1- 1 PA PA --- PA !JJ,TYP.-~ SJ, T"YP. -- I ,---t--+ --~ I :, I I I I I J I I I I 0 _ __,,_1;,.;;-;;;-;;;;;;--;;;;;;--;;;;;;--;;;-;;;;;;-;,;;;;-~~11~;;;-;;;;;;-;;;;;;; ••• .,::;;~--~.,.~--.U ··r• ---PA "--,---,---,--..---..,..:.P..:.A~--,---,-:,.-"-r-,--.,..-,"<•.' ,1- PAT"/0 CD 1, • ... +. ~. ·' <'-"' PATIO # WALi<., T PA .. PATIO I WAll<, t-"!~-i- PA t } "' • • ~!L_ PA • t _j "' " '· PA ..... " -l'A .io, -ti. 30" ' ~ ----"' } "' .. ' ·' "' ~ ... ~! "' "' I i_ ... ,,,o _1 +. - i. ,,, .. I ;,. "' -2·--,· -- -... ---' f_ • l'A ,,._, .. .. ·' '" "' ------·---------._ ,,, .. PA 11111 _--~:•;amt-,•• :~~-------· ==~::~----.!.._-:;·-CJ,-I1?J:1 TT,-"!:; m--;-;---;---__ ;1 -,-l .,.__ -, .,. '-6"t. PA PA ,.,,, 0 PA 2 \ PA -~ I ; \_,. '-" v-,-.1 I \c-. I / ,-< ,, ,,., FORRUT fl HAAG, A/LA 1/'C LAIOJCAPE ARCH~ LAND FtANt<ING 1254 N. COAfT HIGHW1'Y LAGUNA BEA<H, CA 9'2651 <(II, -, ~ (949) 376-9066 ~ (9491376-9061 \ I I / / -- I I I I I I I I I I I I I I I I I I I I I CONSULTANT REFERENCE LEGENC> l<.EY 0 0 OESC'ft.lPTION AC PAVIN& NEW CONC'/t.ETE CU'/t.8 NE:W HANO/CAP '/t.AHP l"OOL, Sl"A # FOUNTAIN E0.Ull"HE:NT P"OOL LfFT F01t. ADA t:DM,LIANCE t!IY POOl CONT'/t.ACTOI": '/t.EHA'/t.l<.S SEE CIVIL EN&. l"LANS SEE CIV/l E:N&. PLANS SE:E: CIVIL E:N&. l"LANS gy POOUSl"A CONT1UICT01":, VE:'/t.lFY BY POOL/SPA CONT7'UCTO'/t., VE'/t.lFY CONSTRUCT/ON REFERENCE LEGENt:> .. CT) L() 0 0 "' "- ---------------------...,,..=,-,,,,.------------■ Q_ OETAIL F KEY PESC'/t.lPTION 1":E:F. 1":E:HA'/t.l<.S -~~~~~~~~----------------"-'----'-'=-'-="'-----------■ C 0 EO&IN& 0 0 0 0 0 0 0 PEC>EST'/t.lAN INTE:&'/t.AL COLO'/t. CONC. WI ACIP FINIS/I. l"OOL SPA PLANTE:1": SE:AT WALL AT SP'A OECI<. PE'/t.lHE:T"E/lt WALL AT POOL 2'-0" Stll. CHU P/LASTE'/t. WISTUCCO FINIS/I '/t.AHI" WI ffANO'/t.AILS P'OOl SCCU'IVTY 1'/t.ON t.ATE POOL SECU'/t.lTY l'/t.ON FE:NCE: STE:PS WI ffANORAILS g I(. J ff I F E L REFER TO PLANTIN& SPCCIFICATIONS COLO'/t.: C-2(, ANT/0.UE: CO/ti< 9Y L.H. SCOFIELO CO. STUCCO: TO HATCH A1'Cff. COLO'/t.: C-2(, ANTl0.UE: CO/ti< gy l.H. SCOFIELO CO. Cl) -c C 2 / U'; <{ -- > I O:'. C U'; LL O:'. / L(°) 0 (_Q "' ,- ' WALL# PILASTE:'/t. WI T'/t.E:LL/S s I @ I @ I @ I WALL FOUNTAIN OUTOOO'/t. Fl'/t.EPLACE Sl&Nl'/t.ETAININ& WAL! # PILASTE:'/t. H ,,. T E C C - Cl) -c C 2 / u; <( I \ I I I I I I I I I I I I I I "AS NOTED IN TITLE BLOCK, THESE PLANS ARE APPROVED FOR PLANTIN<S-4 IRRl<S-ATION ONLY. ALL PLANS FOR CONSTRUCTION OF IMPROVEMENTS FOR HARDSCAPE, V'IALKS, RAMPS, AND SITE ACC.ESS FOR ADA C.OMPLIANCE SHALL BE PROVIDED BY OTHERS. NO SITE 6RADING IS IMPLIED OR SUGGESTED BY THESE PLANS, DETAILS, AND/OR NOTES. SEE CIVIL EN<S-INEER'S APPROVED PERMIT PLAN SET FOR ANY AND ALL SITE CONSTRUCTION FOR PAVIN"', GRADIN"', STRIPING, RAMPS, ADA REQUIRED SIG-NS AND l"lALKl"lAYS. POOL CONTRACTOR SHALL PROVIDE ALL DETAILS, DRAV'IINGS, ADA COMPLIANCE PLANS, ACCESS COMPLIANCE FOR POOL $ SPA CONSTRUCTION. POOLS II SPAS SHOl"lN HEREIN ARE CONCEPTUAL. POOL CONTRACTOR IS RESPONSIBLE FOR REGULATORY COMPLIANCE. O:'. C u; LL O:'. / C I I \ I I , , -ill ~ . , • ' IJ.j C (_; C u; '{'. / .. u; -.. 1~ •-e, /f/r " ' ' APPROVED FOR PLANTING AND -• \'<;. "' \V, IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SCALE: I/ 1, .... r-o" "AS-BUILT" ~ .... ill ..... ¢ TITLE _______ _ DATE REVIE\,IED BY1 t\l ':::t1: ...::l <( I:-; I/ INSPECTOR DATE 1----1--1------------+---+---+---+---1 I SH2EET I CITY OF CARLSBAD fsRErnl ' PLANNING DEPARTMENT ~ // ;==::-==:L==A===co::::s::::::T::::::A=R::::E::::::S==o:::R::::T=&==sP::.:A==~ I:-; ...... ::s JF CONSTRUCTION PLAN m ~ ; VILLAS PH.ASE t ,,,-CARLSB.4JJ, CALll'ORNIA lf.J. \ APPROVED ~ . ·· / ~q,/.,,. ! 1 (\A ::'.S:::S:::'.IS:::T=7A-:-:NT~P~LA~N:,-:N;IN:c:G~D~I~RE::-:Cc::T-::c□R:-----tf) ~w ~ I , . 1 -~/ --i..:_·.J.·~_L._! j . "._---' . ,,,,,, EN:::R ;M:~K RE~SION DESCRIPTION a~:: lll'P;~:~ :: AP;:~:: 2~:;:y-, --;;o~~T-~.f ~R;;~~~-~ ._ _________________________________________ .....,_, ---'""-"",;;;;::_.-'-! ____ ..1.,....;,;,..;..,.;;....J,. ________ ..i.:;,;;.:;.;;;,;.::,:~;.;,;.;;;.=;J,!;;;;;;;;;;;;;;~~;,!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!;;;;;;;;;;;;;;;;;;;~ <t: (® ~ 0 ~ ' ~ -I ~ -----------------------------------------------------------------------------------------------,~ 't -i fl'LANTCR f ... BACK C,F "" POOL C.OPfN& 't ---,-'"" -__ ,._ POC>L, SPA, WALL. / STl4!RS . 11,•--c" . 't 't ,.UNY-ER # 't ,.UNY-ER # BACI< OF ,.OOL # 9'4CI< OF 't { WALL, ,.ILATERS, # TRELLIS . ~OOL COPING WALK fl'OOL COPING 5p,4 -2.~'--...-l +----.-----,-----,----,l---+,---,---2-2_•-.,...·_· --,----j-~---,----'i<-:z-:zT•-_•_•_-,--,-f--,--,,-,-3-3_•-_•·,---,,-,--,~,--"-'-_'°r'-' --,--.. ,./ , I I I ! I I I I .i, ,-I j 0 I I~ "'· I I ~, I ' '• ---- ' / "'"'· ' "' I I ~ / j I 7 ·---__ /'K ,.A V ~X I X'J-"' . ./ ,_,__,, ' PA CONSULTANT 1(£FERENC£ L£GENO KEY PESC1'.IPTION REHA1'.KS 0 AC PAVING SEE CIVIi-ENG. Pl-ANS 0 NEW CONC'!l(ETE CU'!l(B SEE CIVIi-EN&. PLANS 0 NEW 1/ANPICAP '!l(AHP SEE CIVIL EN&. PLANS 0 POOL, SPA I FOUNTAIN EtJ!UIPHENT BY POOUSPA CONT1',ACT01'., VERIFY / / 0 POOL LIFT F0'/1': APA COMPLIANCE BY BY POOL/SPA CONTRACT0'/1':, POOL CONTRACTOR VE'RIFY CONSTRUCTION REFERENCE LEG£NP PET AIL I 0 / X Q_ t: i I '--~ PA . 1"'x""1.---t --1--r·>E----'''k-,. KEY PESC'/1':IPTION 0 0 0 0 0 © 0 0 REF. '/1':EHA'!l(KS 'fl':(; FE1'. TO PLANT/Nii SPECIFICATION'S C C - .,_ __ _ .. . - I 1)( 11 ' I I / I • / i-,_ I I f/ I --,-! I I I "-I' I -• -·· ___...--·-- ' J I --====·-----'. ------:__ !~ I {m)I PA I I I I ' I ! ;.. ' ,I ' /---., I ' ' \ 0 I ~ ~-I I I • 7 I It: ' I I I . ,.,,, -j "' . j , ,.,,, "' I . ,. '-,,_.../ I I I I I I ~ ' 1// ~ [_ ~-,t r: I I I --'----+---'---~-'..._) /1'·,~-,,;-__ __..!..._v 'v _ __._ __ _....! __ _,__,,/ I ~~~( \ -· 'i "OOL; WAL~ _lXJ f---@ I x" J ,,A " - -· I x" J I )<'I ~-- __ ,,,,_ ~ 0 -----'t I-------- <Ii "' - -'t --- <Ii "' .,_ __ _ t .. 't ,.OOL, S,.A, WAll, # STAIRS fOllllEJT K_ HA.OG, All>., K LANDJCAPE ~ LAND PI.A~\NG 125<1 N. COAJ"T HIGHWAY LAGUNA llfMI<. (A m-51 P< {949) 376-9066 ~ 19•91 376-9067 0 @J @ @ @ @ @ EP&ING PEPE5T'fl':MN INTE&'!l1Al-COU)'/1': CONC. W/ ACIP FINISH. POOL SPA Pl-ANTER SEAT WALL AT SPA PECK PE'fl':IHETE'fl': WALL AT POOL z•--c• 56!. CHU Pll-A5TE'fl': W/STUCCO FINISH ft.AH/> W/ HANPfe.All-S POOi-SECUft.lTY /ft.ON &ATE POOL 5ECU1'.ITY /ft.ON FENCE STEPS W/ HANl?ft.AILS WALL# P/l-ASTE'/1': W( TRELLIS WAI-L FOUNTAIN OUTP00'/1': Fl'/1':EPl.ACE SIGN/ft.ETA/NIN& WALL# PILASTEft. PLAN SHEET KEY APPROVED FOR PLANTING AND ffiRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II COLO/t.: C-2(, ANTIQUE COit.i<. K J H I ,,, F L s H fl" T BY l-M. SCOF/ElP CO. STCICCO: TOH TCI/ Alt.CH. COLO/t.: C-26 AAiTltJ!UE COft.l< BY LM. SCOFIE't.P CO. SCALE: l/8" • l'-0" "AS-BUILT" TITLE, __ _ DATE ry ~ ,~ (J; LL O:' / L[; 0 lD " 0 / X (I) c_ E 0 C a.: -i:.; C """ _,,_ / (J; < I O:' C (r; LL O:' / C +' (I', 0 C C !S .... .... E 1----------------lc,J REVIE\i/ED BY, ":Ill -INSPECTOR DATE :;;: :1--==-7::=_ -=~;:=_ -==--==--==--==--==--==-J...==--==--==-r:==_ -=++ -==-1=1=_ -:=_rt:_ -~T.l:::;;s::;;H3E:;;;ET~I ~C;;I;;;T~Y;:::;:O:;;;;F=;;;C::;:A;;;;:R:;:LS;;;;;B;;;;:A:;:;D;;:::;-;I;:;;;;;~/ ~ PLANNING DEPARTMENT 9 C LA COSTA RESORT & SPA ~ CONSTRUCTION ENLARGEMENT PLAN :::: VILLAS PllA.SE f U: CARLSBAD, CALIFORNIA APPROVED >- ASSISTANT PLANNING DIRECTOR ~ DAlE INITIAL DA'li' INITlAL DA'TE INITlAL D Y: ---PROJECT NO. DRAWING NO. l:'il REVISION DESCRIPTION CHKD BY: --CT 03-01 402-2T C., L-----------------------------------------------------------------------------------------------------.i;;EN;GIN:;,;;E;;;ER;;.;;OF;_;;WOR:;;Kl.----------------..L;;:.IJT;:HE:;;R;,.:AP;:;P:RD:,;V;::A:;.JL..,:C;.:ITY,;_:Af':P::R;;;O:V,,:.J..1.;R;V;;;\,/;;;D;;;B;Y;;•;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;;;;;;J < • ~- 3 3 • \ 9 Ill 3 Si e \ E CA5T IRON FENC.E 2 ..: I I ~ <( __j I!) z a Ill N '3 I e '1- I )--..- \) IL __j w Ill z f • () .i;, lJ I, II l--+- . .I \ . 11--1\------------{ ::Z!l--- LEGEND I. I 1/::z"XI" 5T!!E:L l'tl!:C::.TANdol.l.AI'-TOP AND 60TTOM TIJelNdl, 2. 1/:2' 5T!:EL. 5GUARE: TUelNdl,/l"'lc::.KETS e. I 1/:2" X I 1/.2" stca. 5GIJARE: TVBI~ !!olll"PORT • 6' O.C. 4. C::.AST IRON COLLA"'5 TO MATCH FENc::.E • FAMILY POOL I\ I-H--!1--fl--+l--+-----------191--~--1111 5. CORE DRILLED C.M.U. Jl',IALL TO RE:c::.EIVE FENCE 5UF'POlllT. DRY PACKED TO SECURE: ~· ------------141---6. c::.oMPACT!:D ~E l"'Elll STRUC TUlllAL EN<S,. DTL. It---\ 2 ' \ 12 - :r \ \ JI E - ,, ' . NOTE, LEGEND "I. CONCRETE FOOTIN~ l'"Elll STlllUCTUlllAL EN<!!,. DTL. tJ,FINISH~ I. 5/B" DIA. SOLID l"lROLJGHT 11<.0N GATE F!<.AHE 2. SOLID l"l!<.OLJGHT IRON GATE JAM ADJACENT TO l"lALL:5 9. LAe;. 60L T / l"lOOD SC!<.El"i AND SHIELDS TO SEC.LJ!<.E GATE JAM 4. 1/2" DIA. HANGE!<. 60LT il'IELD TO DOOR JAM 5. 1/2" DIA. NUT l"lELD TO GATE JAM 6. FEMALE l"IINe;. 1. SELF LATCHING LOCK e. exe STEEL POST,., GATE ONLY 'l. CMU I Y'lOOD FRAMED l"lALL 10. GATE SELF PNEUHATIC CLOSE!<. II. CONCRETE FOOTING PER STRLJC.T. ENG. DETAIL. 12. SOLID STEEL COLLAlll il'IELD TO GATE PICKETS, TO MATCH GATES 11> FAMILY POOL 19. 9/1!}" DIA. SOLID l"llllOUCS,HT 11'<.0N PICKETS 14. SOLID STEEL !<.ING I. ALL HO!<.IZONTAL HEM6ERS OF FENCE/ GATE SHALL 6E AT LEcAST 41!}" APA!<.T. SC.ALE, e14°•1'-0" I . ,,,,,,.--- / • d) , \}-I • ' ' ' ' ) ' ) . ®· V' ~v 4 ./ / / V e . , I/J ' I, . I , 1/ / @ ~ •, :2 "" \}J, r > 0 ' ' ) ' ) ' ) C. • C POOL/$PA EGUIPMENT <SATE D NOT U5ED , r--...N . ' ,4) --+-___,I LEGEND . -1-. "· 0 ' ' 1/ I// .@· . rff . ~ -" . . =i l; \) ~ ··i ~ .. • • -~ .· ·'t 31 . in •. .. 0 < I. ::Z x 6 TO~ • 6'tOOV!! c::.E:DAl't SLATS l"V ::Z" x .2" TUBULAI'-5i?:EL 1"1'-AME. ALL SURFACE FINISH • COLOR TO MATCH ARCHITECTURE: TRIM. :2. HEAVY DUTY SELi" CL.051N6 HIN$!:. !5. 1-0c::.KAeLE ,-A~AIH! L~ 4. C::.A!ltllllME eGL T Vv' 51"LIT LOCK il'IA5HE:l't e SGUAlllt!!! NUT. BOLT TO BE !"LUSH l"V NUT. !5. AP.JAc::.ENT CHJ lf,IALL 6. APJAG.ENT PAVIN6, SE!!: !"LAN "I. ~IDE !,ELI" LATc::.HIN6 l"'Eflt COUNTY HEAL TH CODE TO BE OPEN !"ROM OUTSIDE ON THE: PEllllMETElll <S,ATE5 ONLY NOTE: I. ALL !IIJl'lll"AC! 1"11!:LO!o SHALL BE 61'tOUND SMOOTH. :2. TREAT ALL !XF'09ED SUl'tf'ACES l"V (2) COA1'!'> MOISTURE:-PlllOOF F'llllMe!t • (2) COATS FINISH, COLOR, FLAT BLACK TO MATCH ARCHITECTURE: TRIM. !5. Ol"ff9it OPTION TO HAVE! FENCE POl"IDEl'll-COATE:D. 4, Ftel"el'-TO STl'llUC::.TUlllAL ~16N CALCULATIONS FOR FOOTIN<S SIZE • RE:INFORGIN<S ST!:EL. SCALEc, l"=l'-0" r _; .,,4 . • • . ' .. ~1 •• ,' . .d .. f; . I.,• . . . . • ~ . ,d • . , r / "" ' . .d CD LE6EN1' I. DePTI-1 !"l!llt !ITiltLIGT. !!H&. !7T\.. :Z. ~ JOINT !!I. CONi1'IOL JOINT "I. e><P"AN!IION JOINT !!I. JOINT !5e,6LJ,,,NT, GOL.OIOt TO MATGH~ NO'!!!, ® !!I~ CONTROL JOINT (GJ) !!I'!@ t t t t t ' , , ; ,----------,__,,... G) : -: I I ~ ! I i I 1-,:-1 I ,+I I I SI ,~·· I I I L ____ M ______ .J_l'I"" I, :io•t@ f @ !"LAN Vl!!l't NT9 6. c;~ C!!U. ~ lltOD 1. exl9,t,N!!ION JOINT, V:Z" THICK l"REMOLD!:D MA Tl!"-1"1. THl'ltOU6H 51.Ae &. ~ !ITI:el. DOJl'el.. AT ex!"AN&ION JOINT. el.IP JOINT Ol-e !111'1!:. !IIZ!: e O.C. !il"AG-1$ -5Tl'WC,T. eNl!I. DTL. 'I. CONC1'1rn!! !11.Ae I. t"l'ltOV1Cl!! ~,A,NelON JOINT5 AT MAX. :Z0'-0" Ot:,. Ol't "5 91-!0v-tl ON l"LAN, I l~IA~ COH~L JOINT!!I AT 10'-0' MAX. O.C. OR "5 5HOl"IN ON !"LAN I ~ JOINTS !!IHALL El!: IN5TALL !!I' O.C. • LE5!I OR "5 5HOl"tl ON C<:lN5'!11WCTION PLAN. :Z. ADDITIONAL JOINT5 fltl!G'LIIRl!!P TO AVOIP C!'ltAKINit Of' l"AVINit TO ~AG!! TO BE P!l!OVl1'!!1:) l'il ""IOR APl"l'OV"1. !!'I" Ol'INER OR LANP5C,A!"!! A9'CHITI:c.T . A JOINT DETAILS 1-,-I I -.:i' ., ~ "' 4 ·-I,,; IU~-'-'111=11 i~II 1-111~111~~11'''1 LEGEND -4 5 6 i" '1 i 1- %. l: = "t" . SC.ALE, 911=-1-011 I. l"INISH ~ • .2" l!!l!:LO~ FINISH !IIJl'lll"AC! • &!ltOIJNDCOVI!!! • ~- I" eELO~ FINISH 5URFACI:: • TUlllF . .2. Al"'fl'L 'I" 1/:2" lltADIUS Nose TO ALL l!!XP'Osa> J:P~S, T'l1". !5. CONClllETE FLAfflO!ltK FINISH PEl't CONSTl'llUCTION U::eND 4. REBAR5 l"'Elll 5Tl'IWC,T. l!:Ndl,. DTL. 5. JOINTS 1"eft CON5T. l"'LAN AND l"E!lt 'JOINT D!!TAIL5", DTL. 'A', THIS &H!ET. 6. COM!"ACT!:D ~E l"'Elll 5TlllUCT. l!:Ndl,, DTL. 6 PEDESTRIAN C.ONC.RETE PAVINe:, SC.ALE, 1"=1 1-011 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PL□T DATE, 10/01/04 "AS-BUILT" TITLE _______ _ DATE 1----------------IIC\! REVIEWED BY, "1:1:: INSPECT□R DATE ~ ~ CITY OF CARLSBAD ~====~====t=============================t====t===jt===jt==j L.!.._j PLANNING DEPARTMENT ~~ ~ p:) LA COST~ REISORTf SPA CONSTRI.JCTIONOETAILS VILLAS PIIA.98 t CAIILSJWJ, CM.ll'ORN/A t---+--+--------------1---+--+--+---I .,..,AP,-P_R_OVE_iD-~\j~...L.-.! ,., ______ /Z., ~~ ASSISTANT PLANNING DIRECT □R DATE ::J lfJ. :>-< u z SCALE, t-~DA:-;lE;:-t-;;IN::;-;111;;.A;-L +---------------1--DA-c:lE---+-1-Nl-llAL~I--DA-TE-~IN_lll_A_L-I uWN BY: ---PROJECT NO. DRAWING NO. µ:;:j L_F_i...P_o,;,.,;o_L;.....;;<S_A...;T.;;E ___________________________________________ l_"•-l'--O-"-·----------------------------·EN~Gl~NEER;,;.,;;;Of __ ;;;;;;;K;,i_ ___ R_E_Vl_s_1o_N_D_E_s_cR_1_P_TI_O_N ___ .J.::□:.:THE~R:_:/Jl!:;;PR!l:::V:AL;J.~C~ITY:.:AP:Pf!OV=A~LJ.;2;;~;;;;~;;;DD;;;;B;;:y;;:' -~-~-~-i~l;;;;;;;;C;;T;;;;;;0;;3;;;;;0;;t;;;;;;;;.;4;;0;;;2;;;;;;2~T;;;;!.I ~ I .. ---------------------------------------------------,-------------------------,--------------------------,2 <( *AS NOTED IN TITLE BLOCK, THESE PLANS ARE APPROVED FOR PLANTING 4 IRRIGATION ONLY. ALL FLANS FOR CONSTRUCTION OF IMPROVEMENTS FOR HARDSCAPE, Y'IALKS, RAMPS, AND SITE AC,C,ESS FOR ADA C,OMPLIANC-E SHALL BE PROVIDED BY OTHERS. NO SITE GRADIN<S IS IMPLIED OR SUGGESTED BY THESE PLANS, DETAILS, AND/OR NOTES. SEE CIVIL ENGINEER'S APPROVED PERMIT PLAN SET FOR ANY AND ALL SITE C,ONSTRUC-TION FOR PAVING, GRADING, STRIPING, RAMPS, ADA REQUIRED SIGNS AND 11\/ALKY'IAYS. POOL C,ONTRACTOR SHALL PROVIDE ALL DETAILS, DRAll'<INGS, ADA C,OMPLIANCE PLANS, ACC,ESS COMPLIANC,E FOR POOL t SPA C,ONSTRUCTION. POOLS $ SPAS SHOY'IN HEREIN ARE CONCEPTUAL. POOL CONTRACTOR IS RESPONSIBLE FOR REGULATORY COMPLIANCE. • ,0 1:2• .• 1:2" 1:2' I / le" 11---1 I STAINLl!le!, STE!:L HANORAIL PE!lt HeALTH r;.2I , . CODE. RAISEaD SPA DECK SLOPE PER HEAL TH 1")1CL""'I PTI. CODe TO ~IN. el'"A J~~INATE W Ol'INElt FOi'. GUANTITY AND LOCATIONS Of' SFA JETS. 11. EXPANSION JOINT, TY1"'. COMPACT ~DE ~ 5fflWC.~ eNd,. C>TL.. /r------i I 2 9 ,0 . -@ . . LE6END I. flt.OUNCl MOIII.TA"-GAi" 11'1/ 5T1.ICGC FINISH TO MATCH ARGHITEGTIJRI!: :2. ex11>.xt> cMU ll"IAI.L. vv !l'TUCCO FINISH TO MATCH Altc.HITECTIJltE, BOTH !\IDES !5. "'1:IJACl'.:NT l"LANTIN,5, Al't?:A 4. COMl"'ACTEP ~ PER STIWCT. EN,!J,. DTL. 5. l"OOTIN6 ~ !\Tl'WCT. CN,!J,. DTL. NO\C!,: I. "1:BAR!I Tl«Oll(!l,HOll ll"IAI.L. PER STRJJCT. EN6. DTL. tr,---======-+-1,,--.....( I -----1:2 1----14 H=====H· . • ll===H ' . I ' . •1l===H ·. 1+===11 , • • 11="=!1 ' LE6END I. l:2x6xl6 C.M.U. BLOCK l"v' !IMOOTH i"OUNDcD MORTA!lt, 5TIJC,CO FINISH CAP 4 COLOlt TO MATCH ARCHITECTURE 2. exexl6 C.M.IJ. 50LID ~ ALL cal!>. !S. ltEBAR Pl:lt STRUCTURAL ENiSINEER'S DETAILS 4. STUCCO l"INl5H AND COLO"-TO MATCH ARc.HITECTIJRe !5. l"INISH ~ 6. EXPANSION JOINT, PEfll JOINT DETAIL i. "'1:IJAc.ENT PAVEMENT e. COMPACTEP ~. ~ 5iRUCTIJltAL EN61NEl:flt'S DETAIL "I. CONClltETI: 1"00TIN6, PER STltl.JCTIJAAL EN6INEl=R'S DETAIL NOTE, I. iS!tOIJT ALL CMU CELLS SOLID. :2. FO"'-CONG!ltETE l"OOTINiS SIZES AND LOCATION OF REINFO"-C-IN6 STE!i, REFER TO SiRUCTIJltAL E:NiS. DETAILS .. cc C's T ll / X a; c_ [ ~ ~ > O:'. C v; LL O:'. / tI', C <.D C's .---l---,.-----------------------------------------------------------------r--,----------------------------::-::-:-:-::---r---r---------------------------::--:--:-::----.s SCALE, I IAI A.LL SCALE, '-PILA/!:.TEC) "l"C11:::LLII!:. ... '-ATE-=-SCALE, / J SPA 5/4"•'-011 rll""'\ 1"•1'-0" ~ ;;;J I' @ I r'1.-;;;J ct-"-1' ;;., ~/4"=11-0° ~ I-___.IL ______________________________________________________________ ...i,, _ _._ __ ;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::_:;-+--'--------------------------------lu_ K POOL '----I I . 12' "TNW> -.1''---.....--'-i=-l·'-coc,e " , , I SEE l"LAN, C:.ONSTRJJCTION PLAN I. JJLIU!I i,LUM 44:2tJ HANDAAIL W l/2"xl-l/4"l<9/16" U CHANNEL l'IELD TO l:IOTTOM AND POSTS 2. JJLIIJ5 i,JJJM 442ev VOUJTE t,11£1.D TO RAil... !5. I 1/4" eGI. II cSA. l"OSTS, l'l'O'/IDE MID 1"05T llt-!CN 5Te"5 EXCE:ED 4 Rl5e!t!S . -4. e.x1"AN510N .JOl1't'r!S l"l!!R JOINT l'eT ,._IL !5. ADJACl!NT PAVIN6 l"e1'. CONSTl'IJC,TION l"J..,._N 6. CONC~ 1"T6. P!:R !SfflJGitJ!tAL DETAIJ.. 1. 12" -nrteA1' / 6" lt.l!Sl!!lll !ST!!l"!S, l"OlJlt. IN PJ..,A,GE CONG-l"ETE, STEP eu!'.l"AGI!: FINl5H TO MATC.H ADJACENT PAVEM!!NT e.COM!"AG'Tet, ~ !"ER 5"1'1'WGT. EN6. DTJ... NOTE, I. JJLll.J!S BLIJM MeT "1-GOMl"'ONENT!S "Jltl!: AVAIJ..Al!51.1!: l"l'OM, c;.L,._551<:; IRON 9Ul"PLY 1:21!5!5 MMNOLIA AVE.!IIIA RIY!:!'t51D!:, .:;A '12509 (<lo<!) 351-o-400 :2. "1-1. t,IILL.D5 5HAL.L. !!le 1/tJ' l"ILLl!:T YIELDS "1-1.. AROIJNP <SRIND ,._LL l"EL.D5 SMOOTH !5. PAINT ALL Ml!!T"1-M!!l-1"!?~ W ONE CO,._T F""'-IMl:R AND TJIIIO COATS EXTERIOR ENAMEL. PAINT COI.Ot' PER CONST. NOTES. 4. HANDRAIL POSTS 5H"1-L eE -4' O.C. FROM OUTSIDE ED6E OF !STEP POUIII. TYP. *AS NOTED IN TITLE BLOCK, THESE PLANS ARE APPROVED FOR PLANTING 4 IRRIGATION ONLY. ALL FLANS FOR. CONSTRUCTION OF IMPROVEMENTS FOR HAR.DSC.APE, Y'IALKS, RAMPS, AND SITE ACC,ESS FOR ADA C,OMPLIANC,E SHALL BE PROVIDED BY OTHERS. NO SITE 6-RADINGo IS IHPLIED OR SUGGESTED BY THESE FLANS, DETAILS, AND/OR NOTES. SEE CIVIL ENGINEER'S APPROVED PERMIT PLAN SET FOR ANY AND ALL SITE CONSTRUCTION FOR PAVING, GRADING, STRIPING, RAMPS, ADA REQUIRED SIGNS AND 11\/ALKV'!AYS. POOL CONTRACTOR SHALL PROVIDE ALL DETAILS, DRAI/\IINGS, ADA COMPLIANCE PLANS, ACCESS COMPLIANCE FOR POOL $ SPA CONSTRUC-TION. FOOLS i SPAS SHOY'IN HEREIN ARE CONCEPTUAL. FOOL C,ONTRACTOR IS RESPONSIBLE FOR REGULATORY COMPLIANCE. FOllllmK. HAAG, AJlA, INC lAND.fCAPE ARCHllKME I.AND PcANNING 125-1 N. COAJT HIGHWAY LAGUNA BEACH. CA 92651 le (949} 376-9066 ~ (949) 376-9061 ' SCALE, 3/4"•1'-0" i 30Sept05 (l(P. DATE H CMU PLANTER SEAT ~ALL APPROVED FOR PLANTING AND LE6END I. l"OIJR IN l"LACE CONCltE"I'!: CAP/SEAT :2. STUCCO FINI~ e COLO"-TO MATCH Al'.CH. !5. C.M.U. 51!:ATYiALL ~T ~ID ALL ca.LS 4. "'1:IJACENT PAVIN6 !"ER GON5TIIWCTION !S. EXPANSION JOINT, PER JOINT DETAIL. 6. "l:BA"'-5 !"ER 5T1'UCTIJl'AL. !!N,!J,. DETAIL i. FINISH ~ e. CONC!ltETE FOOTINiS ~ 5T1'1/GTU"'-AL E:NiS. DETAIJ.. NOTE, I. MllOUT ALL CH.I c.eLL!S !SOLID. :2. P'Oflt CONCRl!TE l"OOTIN,!I, !SIZE:$ ,._ND LOCATION OF fltEINFORCIN6 STEEL, REFER TO SfflJJGTIJRAL EN6. DETAIL!\ "AS-BUILT" SCALE, 3/4"=1'-0" C C c; 'CJ C 2 / u~ .. ::;:: > Ct:: C <F, LL Ct:: / CJ ~ (I', C C C / .. er, ..... E IRIDGATION ONLY, INCLUDING PRECISE TITLE ______ _ DATE ---------------C\2 REVIEl,ED BY, ==II::: LOCATION OF PLANTING AREAS. INSPECTOR DATE ...:I i====i===ir==============:::::=====i===l==:i===r:::=~T,l:::::::SH:::::::5E::;:::ET~I ;:::c;;:;1;;;;;T:;;:;Y~o::;:::F~c=A::;:::R::;:::Ls:;::::B;;:::A=D~l;::::::9=-'I ~ 1----+---1--------------t----+----+--+---1 PLANNING DEPARTMENT t: 1---+-----,f-----------~-1---1---1----1----1 LA COSTA RESORT & SPA :::S CONSTRUCTION DETAILS § VILLAS PHASE t U) r... CAIILSB.AJJ, CALIFORNU t---i---+---------------+--1---+----+----1 APPROVELI\, _ V >,.; ~ = ., I :,:i__ ____ lo-11-os: u 1----+----+---------------11----+---+--t----1 ASSISTANT PLANNING DIRECTOR DATE Z l---,.------------------------------------------------:::-:-:-::----1; _______________________________ -toor-i"TEif"lllN~ITlniiM.CT---------------t,o5AAJE1E:iJN1NiiirnAi:M.Tiiio ... ili1EEltt1NmlTliiA"-rlL DWN t>Y: ---1 PROJECT NO. DRAWING NO. ~ I SCALE, REVISION DESCRIPTION l----'----+-----'----1 CHKD BY: __ , CT 03-01 402-2T ~ 1 L!L;_.:1.,;S~T~E::::P~S:..,!$..!:H~A::;:N~D~R~A~IL:., __________________________________ ~~:µ~•~•~1·-~o-"--------------------------------...l,;~;01~NEER:;.~;;;_;~;~:,i. ___ .;,_.;_, __ .;.;;, ___ _,;. ___ .J~m:H~:.:;Af'P:;:;:~:v:~J.~CJTY::.:.,;~::;:PR~~:"~LJ.;;R~v~1,~n~B~Y~•~~~-;;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;.;;;;;;;;;;;,;;;;;;~< --\ \ \ \ @ - PLAN I'! • -- I - I I -- -- I \ \ ' . PLAN VIE~ t 0 ELEVATION M ~ALL FOUNTAIN ;,. r!---~~"tl I==-..•. Jr.• '=='k-r.L.~ ---- 'hLJ.KT7"1 --111 '=111 EL.EVATION LEGEND I. POUR. IN l"LAGI! GONctc.ETI! CAP/SEAT :2. TALAYl:l'tA TILE:: Yl:NEER. 9. C.M.U. SEA~ MtOUT SOLID ALL CELLS ,4, ADJACENT PAVIN6, l"Eflt CONSTI'UGTION 5. EXPANSION JOINT, 1"Et4. JOINT DETAIL. 6. REBARS l"Eflt STl'tLIC,'TlJRAL EN$. DETAIL "T. STLIGGO FINISH • COLOflt TO MATGH Al'tGH. e. FINISH <Sl'tADE "I. CONCl'tETE l"OOTIN<S l"Eflt STTiWGTIJAAL EN<S. DETAIL NOTE, I. MtOUT A1..L CMLI Cl!l..LS SOLID. :2. FOflt GONCRETE FOOTIN<S SIZES AND LOCATION OF REINf'ORCIN<S STEE:L, 14.EFEl't TO STl'tLICTUl'tAL EN6. DETAILS 0 C.MU 5EATAALL @ AALL FOUNTAIN -------------- --- CD ;© I --------- ------- I I ;.. LEGEND _, I I. STONe veeR. CONE J/IIATER JIIIALL. 2. !" THK. GAP, POUR IN PL.AGE, GOI.Oflt • FINISH TO MATGH AD.JAGENT PAYl:MENT. CAP TO 51..0P!: I NJ/IIARD CENTER OF FOUNTAIN • O .!5!1!i SLOP!:. !5. CMIJ, ~TAIN J/IIALL, CAP TO MATCH BASIN J/IIAI..L FOUNTAIN SIDE, TILE TO MATGH BASIN BACI< l"IAI..L, STIJC.C,O TO MATCH AFte.HITECTLIRE 12. 51"1TT'ell JeT l"Eflt GONTl'tAGTOl4., TO l!e APl"l'tOYl:D BY Ol"INE14.. l!!l. FOUNTAIN !IASIN RETIJftN LIN!! JIii/ ISOLATEP CONTROL VAL.YI:. VALVE: eox FOl't ,4, FOUNTAIN BASIN BOTTOM 4 l"IAI..LS, POUR IN PLAGI!: CO~. EACH BOY-II. • NOZZLE. BAISN RETURN LINE TO REGl!:IYI: AN ANTI VORIE.><. PLATE. SIZE Pl:l't HYDl'tALILIG EN6. ¾ALE, 3/4"-= l'-0" ' " f 6 J> 1 .. ... -. - -.... INSIDE BASIN, NATURAL STONE TILE, TO BE 5EL.ECTED BY Ol'lNE", TO COVER FOUNTAIN J/IIA1..1.. • BASIN. OUTER BASIN J/IIAI..L, STUCCO TO MATGH AFte.H. !5. l"INISH ~. l"'LANTINd, A11t1!!A 6. COMPACTED ~ Pel'll STl'llLIC,'TlJRAL EN6. DETAIL. "T. Jl'IA TEl'll Ll!:Yel. e. CONG.. FOOTIN6 Pel'll ST1'.I.JC TIJl'llAL ENdlo. PET AIL. "I. POOL c,eC,t<, PAVIN6 !"!I'll GONST. ,.._AN 10. SAl'laJT JOINTS, l"Eflt JOINT DETAIL, SIIEET ,4 II. l:XPAN!>ION JOINT, l"Eflt JOINT DETAIL, 51-11:ET 4 I. H'T1'RALILIC l!:N6. TO size P'lJMPS, FIL TE!lltS, GHLOfltlNATOl'll • Fll..L, SIJGTION • Dl!:TAIL LINE!S 2. l"Ol'll CONCRETE l"OOTIN6 SIZES• SIZE 4 LOCATION OF REINl"ORGIN6 STEEL, kLI EiC. TO STTiWG'TlJRAL EN6. DETAILS !!I. l"Ol'll MOUNTIN6 OF FOUNTAIN eoY-11..s, "1=f"El4. TO ST1'.I.JCTLll'llAL, et-kS. DeTAILS • MANUl"Ac.'Mltl!:!c.'S l'llEC~ATIONS ,4, J/'tlND SI EEO ~, l'tEMOTE INSTA!..LATION l"l'!R MANLll"AGT. l'teCOMMENDATION. !!I. A1..L Jl'IATEl't EXPOSED 51.JFlFAGES OF THIS l"OUNTAIN TO eE J/IIATEf/tPIIWOFED AS NECe5Al'tY l"El't CONTl'tACTOflt. N • $1 II\ . . . . .. C.MU PILASTER@ ~AL.L FOUNTAIN LEGEND I. 12x6xl~ G.M.lJ. E!LOGI< JIii/ SMOOTH ROUNDED MOl'tTAR, 5TLIGCO FINISH CAP • GOLOl't TO MATCH AFte.HITEGTLIRE 2. ~6xl6 C.M.IJ. SOLID ~ ALL Cl:::1..L5. 9. lltf:eA" l"Eflt STRI./GTURAL ENdolNel't'S DETAILS 4. 5Tl,IC,C,O f"INISH AND COL.Ol't TO MATCH AFte.HITECTLIRE 5. FINISH~ 6. EXPANSION JOINT, Pl:l't JOINT DETAIL '1. ADJACENT l'"AveMENT e. COMP AC TED SI.Jf3cSl'tADe, l"Eflt STl4.L/GTIJAAL l!N6-INEEl't'S Dl!:TAIL "I. CONCl'lll!TE FOOTIN<S, l"El't STl'tUGTIJAAL 1:::N6-INELl't'S DETAIL NOTE, I. 6FtOLIT A1..L GMU CELLS SOLID. 2. FOl't GONCl'tETE FOOTIN6, SIZE:5 AND LOCATION OF fltf:INl"Ol'tCIN6 STl:EL, REFEl't TO STl'tUCTIJAAL ENdo. DETAILS SCALE, 9/4M = 11-011 14. PROVIDE! REGIJlflal:p 1"fltONT Ac.CE!&e Sl<IMMER& FOl't SIZE OF FOUNTAIN BASIN. l!!l. J/'tAl..1.. MOUNTED OVEtc.l"LOJ/'t • SENSO!t FOl'll FILL LINE. 16. IN51:T/14.!!!G!:35EJ.> .. 16HTIN6 FOUNTAIN Ll6HTS. Sl"ECIFICATION , QUANTITIES TO BE DETERMINED EIY l"OLINTAIN CONSUi.. TANT/CONTl'tACTOl'll. 1'1. NOT USED 16.NOT USED l"I. 24" SG. GM.I l"ILASTE!lll, STVGGO TO MATGH Al'tCHITEGT\JER, INCLIDIJN6 THE CAP. :20. GMlJ SEAT JIIIAI..L, STUCCO TO MATGH Al'tCHITECTLIRE FORRE.fr IC HMG, AJt.A, INC LAIOKAPE AllrnlTKIIJllE LANDPlA~I~ 1254 N. CDAJT HIGHWAY LAGUNA BEACH CA 92651 APPROVED FOR PLANTING AND SECTION 'A' SC.ALE:5/4" • l'-0" ¾ALE, 11211 = 11-0'1 PL□T DATE, 10/01/04 "AS-BUILT" ~ (949) 376-9066 c (949) 376-'/061 IRRIGATION ONLY, INCLUDING PRECISE TITLE ______ _ DATE LOCATION OF PLANTING AREAS. DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA'IE INl11AL DA'IE INITIAL OTHER APPROVAL CITY APPROVAL -----------------C\2 REVIEIJED BY• ~ APPROVE ~ __ .....,,... :.!.J..L.-' =-----l2r2-3-q¥ CJ ASSISTANT PLANNING DIRECTOR DATE Z DWN BY: ---1 CHKD BY: __ RV'JD BY, PROJECT NO. CT 03-01 DRAWING NO. i:::c:I 402-2T ~ I tfl.,AH .... ' \ \ 'I. -----· 6 -:2 -- 11'·1" ""' 1-- ---....: ------- (A) - ,., ••111 PLAN NOTE .... :2 I. 6A5 LINl!5 AND CONfll!GT1aN5 TO !!I!! CONNl!:GTED TO 6A5 5i1..IB. CON'mAC.TOR TO IN5TALL. 2. IIU:~ TO "'-NL ~ITl!!CT5 !M"A l!!!UILD. f"'LAN5 l"OR Fl~PLACE • CHIMNEY 9. ""'-ISi!! P'l~E HEARTH TO MATCH ~f"'051!:D 5eAT l'tALL Hl!:16HT. -'!.------------------~-----------------JI :II II:"-~ • =-1' F OUTDOOR FIREPLACE G NOT USED • ~ ' 5 .... ~ I : ·. --I I JJJJJJL.lJ.LLLU I : I •••--...,CD 4I I 'I : I •,. ,,4t I ·~ .~ I ... ~-......::..,'-'TL'"--,1<-----------'•i:''-"-::,,_'"---------,1<- • I • ~~--+,4~+-?1;-l"-:;,: t I lk,,'ir-~+"'--+·--1·--M-'++--+--1....:,~ \ ... ~~ I I I 1· . , ·. ~ r-·--· . -.. ·· "I - "" e~\. -4 I..,."-~--.. == .. -,, -..h .. l '. '" I I ,, I '. -----L .. -. --~ --'k------i-'·:---'···,_· .-·.~-~._-.t .. :=:'.::;:_:;:, ::;:, =.· =· =-=-:;:, =-:;:=:;::'.:,::,r®=;:· =:2=:;:' ::::::::::t;::;::'.;::;:::;,=.=.!:=. =::::'.:::::::'=='= ':::. i .!=· .. =='~I=··=· =;::::::.=!lt::~r®-=·=: =::z'.:;::;r::::::::=::;::::·==~::;::::::::::_,~---r®':: .. :;'.;_'_:;,:;_::;: .. ·:;:· .::. ... ==1 ------.. -I -. • • j .. . ... ' .. ' ' .. . . . . . . I . . I M I II I ' . .. I I I •' .. ELEVATION LEGEND I. ALL Fl~Ac-1!! l"P!>l'TVl"te5 l'IITHIN THl5 LINe TO 191!! IN5TALL.eP ~ "l'NI. Al'IICHITl!!CT5" Fl~Ac-1!! P!!TAIL IN THE fiPA l!!!UILDIN& fl'LAN5. ::Z. CMU ei,.T ~L, 51'\JCCO TO MATGH ~HITl!!C"l'IA'!:, 1'" THK. CAf"', POUflt IN PLACE:, COLOR • FINISH TO MATGH ADJACENT PAVEMENT, ~ DETAIL "H" eHEET !5 9. DeTAIL"N", 5HEl:T 6 -4. CMU l"lAL.I. l'V, 5ll.lC(;O P'INl!5H TO MATCH ARCHITl!!C~ !5. GONC. FOOTIN6 PEFI. !5T1'tUC::nJ1'tAL. 1!:N6. DETAIL. 6. GOM!"ACT!:l:) SUB6AADI!! PE!1't 5TFI.UC'TIJ!ltAL. l!:N6. PETAIL. i. POOL DECK, PAVINcS l"Efll CONaT. PLAN 6. 5N"ICUT .JOINTS,~ .JOINT Dl!!TAIL, 5Hl!!l!!r 4 "I. l!!XPA~ION JOINT, Pe1't JOINT DETAIL, 5HeET -4 10. P'INl5H 6AAD1!! FORllEJT K. HAAG, AILA, K 7}fS'' ~ LANDJ'CAPI; ARCHITECTURE ij._"\_ LAND Fl.ANNING '< /(, li,1[~\_ ....___, !5 SC-Al.I:;, 1/'2" * 11-011 PLOT DATE, 10/01/04 "AS-BUILT" l25-4 N. COAfT HIGH'lf'AY • / / -' et--t-..... -, -"PROVED F0 R PLANTING AND .~~ e{.; 2 =;\,,~":,~';;~LIJD..::.SPllEClllE 1-:-:T-~-:-1J_E_D_B_Y 1 _______ D_A_TE---1 ~ DATE ~ INSPECTOR I SH7EET I CITY OF CARLSBAD t---+--+-------------+---+--t--l---1 PLANNING DEPARTMENT r----t---+-------------+---+---t---1----1 ~~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL □THER APPR□VN.. CITY APPROVAL LA COSTA RESORT I SPA CC>NST~U-CT!ON l>ETAILS ~ ~ ~ VILLAS PHASE t U)_ CAIU.SIJAD, CAL/F'ORNU. APPROVE□ lA :>-, -,.-::-c-----_..":;:111~L.il!,t:_ ,.._ _____ 12:-2.39'/: u ASSISTANT PLANNING DIRECTOR DATE Z DWN BY: __ CHKD BY: __ RVIJD BY, PROJECT NO. CT 03-0t DRAWING NO. r:,,::i 402-ZT ~ ~----< I I I c;::::==i:::::::::;:il I ..... _.J.... LEGEND (D 9' ~-C.MU PILMTl:l't, STUC,C,O FINl!>H TO MATC.H Al'GHITEC.TUFtE I'll 4" il-!IC.K C.AP TO MATc.H, DETAIL "N" @ C.MU ~AININ6 ~ I'll POUR-IN PL.Ac.I: 9" il-!IC.K C.ONc.. C.AP I'll Ll6HT Ac.ID Jl'IA!>H FINleH, STUC,CO FINISH TO MATC.H ARC.HITEC. TUFtE (!) l",._\/1!:MP!NT Be"l'OND, l'el"EI". TO PL.AN {3) SLOl"l:D PL ... NTIN6 ,._~,._, l"INl!>H ~ (!) ~-ET 516N, ~ Sl6NMI!! C.ON5UL TANT - NOTES, I. FtEI"~ SHT. 1..2 (C.ONST!'WCTION PL.,._NJ I"°"-HORIZONTAL. DIME:NSION!I ,. R RAMP W HANDRAILS ELEVATION 'A' ~--< I ~---1 2 0 r-j'\ /-' \,___ I . .,-... ~ :2 0/; - ~ ~~ 1~0" MIN. ~~ PIER c.oDE ' - • • ... . ; ; . ' . 1· ... ~ .. >I . ·-.. . . .. -.... -~ ., . ... SECTION '6' ' ,, ? • :t 7- ~ ~ I. JULIUS BLUM 442e HANDRAIL Jl'ol/ I/2"xl-I/4"x:3/l6" U CHANNEL Y'IELD TO BOTTOM AND POSTS 2. JULIUS BLUM -442ev VOLUTE J/'IELD TO AAIL. :3. I 1/4" SG. 11 6A. POSTS, PROVIDE MID POST Y'IHEN STEPS EXCEED 4 RISERS. 4. !3" H. / 6" V'<I. "V'<IHEEL 6UIDE" C.URB. C.ORE DRILL CENTER OF C.URB FOR POST INSERT. 9" DIA. SCHED. 40 P.V.C.. OR STYRAFOAM SLEEVE. SET POST INTO SLEEVE Jl'ol/ POR-ROC OR EGUAL. ONLY ON PLANTIN6 EDCSoE SIDE. 5. PAVIN6 ~ C.ONSTTWC.TION PLAN 6. C.ONC.RETE FT6. PER STRUC.TUAAL DETAIL 1. C.OMPAC.TEO SUB<S-AADE PER STRUC.T. EN6. DTL. LEGEND (D<4X4 @ 6 X t, • 2"4' t O.C,, (!) 6Xl2 0 S"l'l:eL S~Le TO ~ Dot.eLe 6xl2 e!:,._M ON P05T C.L.AD 1'1/C,MU TO PROVIDE 2-'!-" SGl. PILASTER (!) 2' 5Gl. PILMTefll ® C..M.IJ. l"IALL, 51!!! DE:T ... IL • J" s .. ec I " NOTE: I. JULIUS BLUM MET AL C.OMPONEN~ ARE AVAILABLE FROM: CLASSIC. IRON SUPPLY 12155 MA6NOLIA AVE.•IIA RIVERSIDE, CA <=1250:3 (<=10<=1) 951-0400 2_ ALL VELDS SHALL BE I/e" rlLLET VELDS ALL AROUND 6RIND ALL V'<IELOS SMOOTH 9. PAINT ALL METAL MEMBERS Jl'ol/ ONE C.OAT PRIMER ANO TV'<IO COATS EX I Er<IOR ENAMEL. PAINT COLOR PER CONST. NOTES. 4. HANDAAIL POSTS SHALL 61: 4" O.C,. FROM OUTSIDE ED6E OF STEP POUR TYP. &<:;Al.I;;, 1/2" s l'-011 G) ,l\r:,.JAC,l!!NT POOL Dec.K PL ... NTIN6 ARE,._ NOTES, JIIIALK c.oNc.. l"T6. Pf!fll. s.e.r:, I. l"d..rEK ,0 POOL ~ eNL~ME:NT, 5HEET !5 \V ~-<e) n n n r n~n n n n n n n n r --~ ~ =;=;:=:;=;=t~~=t=;:~~~=:=:====:=::==:=::==:~~~=--~· ===;=~i=:i=l=~:::::lt:==1=1=1:t=l=l=:ii==i!===tt=t:!=11:i=±!==±±==±±=±±::±::!=l=il=, r --------- " I °"'-" i==::::=:=,;., /$, ~$:;,, " ' r/,,1/,V/f/'1; //// r, f'// V/// /,1//// V/ V/ U r//1/Y/// ////r/V///r,V/.// ,,f/~ v., r/ r/ '///t,Y///-t/ V///r/V/// I /V/1 '/ v. // LJ LJ LJ LJ LJ LJ LJ LJ -IJ • m, •· i!9Tl'I. ,.,, •·-_,_,. S Y'iALL 4 PILASTER W TRELLIS I V -1,,- ~ ----·. r~ LJ LJ FOOlrn(. HAAG,A!lA,K :Ilse lANDIC.Al'E AROl10C1UlE <'IP lAND PlANNING -7! Sf K, 1'j 0 ~ ~~;°~~~ ' ,, APPROVED FOR PLANTING AND I '--l-l--#1---11-1-----1 A LJ LJ u B PL.AN PLOT DATE• 10/01/0-4 "AS-BUILT" ~,148()9 P (949) 376-9066 ~ 1949) 376-'/0lil. ~,:..m, DA J~~ mRIGATION ONLY, INCLUDING PRECISE j..T_I_TL_E.:============---DA_T_E _ __. "' E!P.W LOCATION OF PLANTING AREAS. '-" ;~:t1~tl~ REVIE\JED BY, ":ti::: ·-.",':':.,,y.;;:-rr / u; , •• ,,, r,· .. --· ~=·==r===r===============~======c==J::=r===r::J-::1 ::::::~I =I~=s;=;=c;=OR=o=F==c=AR===LS==B=A=o=[=AT::::E==::-11 ~ ~===~t===t=========================t===i===:!====t==j PLANNING DEPARTMENT 9 ~ LA COSTA RESORT f SPA ~ CONSTftt:ICitONOETAILS § VILLAS PHASE f lf.l CAIILSBAD, CALIFORNIA t-----f---f--------------1---4--+---l----l APPROVEDl·..._ .... _--v'f:.....::=-------~ ~ -/ (ec,( IZr-23-C:Jtl U t---+---+--------------l---1--~--l---l ASSISTANT PLANNING DIRECTOR DATE Z t---,----------------------------------------------------------------------------1!---:,DA-:-::TE=-'-""',N""lll.,.,.AL+--------------4-D-ATE-.I-.I-Nlll_A_L -'-D,.,-TE-1-,N-lll_AL_. OWN BY: --PROJECT NO. DRAWING NO. ~ L..T...L..;C.;..O.;..N..;C.;.;E;..P __ , __ u_A..;L;;;...;E;;.;L;;.;E;..V....;.A_T.;.;.;10;..N..;., __ s_1G.;..N...;./..;~_;;;,_T_A_1 __ N_1_N __ G....;.~_A...;.L .. L....;.(E_L;..·_e..;v .. A_T_1o_N_'A....;.'•-5-H_T_. _.2.;.> ____________________________________ ....1,,;;,;EN,;;,;GIN,;;;EER;;;,;..;,Of..;WOR;;.;;;;;.KJ,.. __ R_E_Vl_s1_o_N_D_E_sc_R_1P_T1_o_N ___ tar:H::E-R~A:::P.._P:R-av:o11.~r::c:.:.1TY:-N':._P::R-OV:-":LJ.;2;;~;;~;;;D;;B;;;~-~~~~~;;;;C;;T;;;;0;;3;;;;0;;1;;;;;;!;4;;0;;2;;;2;;T;;J ~ GENERAL CONSTRUCTION NOTES ,. SC01't: Provide labor, materlale. tools, permltll,. taxH ond all other requlrsments considered as necessory to complete planting lnstallotlon as Indicated on the Landscape Improvement Plans for the La Coata Spa. The installation shall be complete In -ry reepect to the satisfaction of KSt. O...lopment Corp. hereinafter referred to 01 the ·owner,. or the "'Owner'■ representative." 2, O!NEIW.. CONDITIONS: A. The landscape contractor 9hall be llcenNd or oortlfled by the state of Callfornfa for performance of the type and 1cope of work shown on the plans. l!!I. The contractor shalt cony all neceesory 1n■uran~ to cover all workers and Installation crew■ and others incldentol to the work of thio job ao as to offer full protection to the Owner and the preparer of thi■ specification and associated drawing package from any posaible damage, suit, lien, or other action directed agoin■t, to. or on the Owner's property, agency or agent. C. The contractor shall apply for and pay for all neceasary constructlon permit. and fees required by local, ■tote, and federal governing codes and municipalities to complete the work. D. Local, state, and federal codes, laws, ruin and regulatlon1 govemrng or relating to any portion of this work are hereby made o pert of theH pion• and specifications and ■hall toke precedence over detalla, speclficationa, and direction delineated herein. E. The contractor shall maintain o quallfled aupervlsor on the site at all tfmn during construction through complatlon of pick-up work. F. The design, as indicoted on the pion■, ia dia9rommatlc. Scaled dimensions are approximate. Verify all site d1men1ion1 prior to proceeding with the work. In tho case of discrepancy tho actual field conditions ehall dictate the moot prudent and roooonable method of resolving pion/field dlocrepanclu. It is the responsibility of the controctor to point out and document to Owner (verbally and In writing) any plan/field discrepancies providing ample time G. H, within the construction Nquence to allow the Owner to resolve the discrepancy and recommend a revised course of construction of action to proceed with the work. ~eforence Document■: 1. Amoricon Joint Committee on Horticulture Nomenclature. standardized Plant Names, kltest edition. 2. American Association of Nunaerymen Inc. American Standard for Nurnry Stock, latest edition. 3. Standard Speclflcotion• for l'looort and General Public Worke Construction. 4. Agricultural Code of Callfomla, 5. Ca~•bad Municipal Code 5. UBC 7. UPC ProcHd only under the dlrectlan of the Owner'• repreaentatlve should there be any encountered obstructions, grade dlfferencee or discrepancle1 found on the site or any discrepancies within the plans from thoae encountered In the field. Immediately bring discrepancies to the attention of the Owner and the owner's repreaentatlve. If notification is not pravidad, the contractor shall assume full responsibility for nece■aary revisions. I. The contractor sholl nofe all existing flniah grodea prfor to commenctng work. Restore finish grades changed during the course of the work to orig1nol contours or Intended contoure where lndlcoted on the plans ao practical. J. The contractor shall coordinate installation of plontlng to avoid oonfllcta with gradin91 construetton, irrigation, utllltln, or engineering or architectural featuroo. The contractor 9holl adhere to the construction procedure■ required by the general public Works Deportment of the City of Cartobad In all caon. K. The instructions to bidders provided herein shall be completed and returned to the Owner's repreHntatlve with the bid by tho oontractor and are a port of theoe bid documents. L Upon award of the contract, the contractor 9hall lmmedlotely locate, order and purchase, or hove held, all specified plant material. M. The site shall be kept clean and fre■ of ••c-equipment, materials and rubbish incidental to the work during the construction and maintenance period. N. The Owner's representative shall hove the right to ouggest and make minor modification in the design and installation, If additional componoatlon ie required to accomplish theN changes, a change order shall be prepared by the owner to address tho change in scope of this contract. 0. Prior to excavation, notify Underground Service Alert (1-800-422-4133) and locate utilities. electric cables, conduits, sprinkler lines, heads, valvea, and valve control wires ■o that proper preooutiona may be taken not to damage ouch Improvements. In the event of a conflict between existing lines and plant locotlons, promptly notify tho Owner's representotiV<S to arrange for relocation of utintlH or redesign of improvement plane. P. Notify Owner'• representative in writing of soil or drainage condition■ encountered during construction which are potentially detrimental. 3. MASONRY A. All m"9onry eholl be reinforced grouted maoonry. Grout ■alld all cells which contoln rabor, bolts, etc. Grout ■ol!d all cells below grade. Specific compresoive otrength (F.M.) shall ba 1500 poi minimum without inspection, UNO. B. Mortar shall be type •s• mixed In th• proportion of 1 part Portiand Cement to ½ to 1/4 parto lime putty to 2-1/4 to 3 times tho sum of the cement plua llme putty parts of oond. C. Grout shall ottaln a minimum comprwaslve strength of 2000 pol and ■hall be mixed in proportions of 1 part Portland Comant to 1/10 part lime putty to 2 to 3 parts aond to o moxlmum of 2 parts gravel. D. Aggragates for mortar and grout shall be natural sand and rock conforming to ASTM C-144 (mortar) and C-404 (grout). E. Cement shall be Portland Cement conforming to ASTM C-150, type I or II, low alkali. F. All concrete block shall conform to ASTM C-110, grade N-1. G. All reinforcement, bolts, etc. oholl have o minimum grout coverage of 3/4". H. SH the architectural drawing• for type of units, laying pottom, and Joint detoila. Unlells opeclflcally shown otherwise, all concrete block shall be lald In running bond. 4. STRUCTURAL STEEL A. All fabrlcotlon and erection ■hon conform to tho lat.et edition of the Aloo. Manual of steel Construction. B. All welding shall be done by certified welders. All field welding ahall have continuous inspection by o registered Deputy lnopector or a■ required by local building code. C. All full penetration 9roove welds ■hall be ultraoonlcally tested (UT) for the extent required per the current edition of the Unrform Building Code. D. All structural stool shall conform to ASTM A-36. E. Anchor bolts ond unfinlahed bolto shall conform to ASTM A-307. F. All welding elsctrodeo ohall conform to AWE E 70-XX. G. All pipe shall conform to ASTM A-53 grade "B" (35 KSI). H. All tube shall conform to ASTM A-500 (46 KSI). ~-REINFORCING STEEL A. Reinforcing steel shall conform to AS1M A-615. Grade 40 for olzad #3 and #4 and grade 60 for olzes #5 and lorger. B. Welded wire fabric (mnh) shall conform to tho latest ravlaed ASTM A-1115. Smooth wire fabric ehall conform to ASTM 185, yield strength 60 KSI. C. Welding of reinforcing steel shall conform to AWSD d12-1 using proper low hydrogen alactrodaa. All bars to be welded oholl conform to ASTM A-706. D. All bars In masonry shall be lopped a minimum of 40 bar dlamstors (2' -o• min.) ot all splices unless noted otherwise. E. All bars in concrete ahall be lopped a minimum of 36 bor diameters (2' -o• min.) ot all spllcas union noted otherwise. F. Spllcas of horizon ta I rebor In walls and footings oh all be staggered 4' -o• minimum. G. Dowels far wall■ and columns ■hall be the aame alzo ond spacing a■ the wall/column reinforcing uni••• noted otherwise. H. All bending of ralnforclng steel shall conform to the latest edition of the Uniform Building Code. I. CONCRETE A. Unloo• noted otherwlae, all concrete •hall ottaln a minimum compre11lve strength of 2500 pol at 28 daya. B. Aggregates oholl be natural sand and rock confomnlng to ASTM C-33. C. Cement shall be Portland ASTM Cement conforming to ASTM C-150, type V, o. low alkali, or as required to sotiofy site soil conditions aa determined by the project Solla Engineer. Water ohall be potable, clean and free from injurious amounts of oil, aclda, alkalta, aciltl, organic mater1afa, or oth•r substances that may be deleterlou■ to concrete or reinforcement. E. Admixtures to be used in concrete shall be eubjeet to prfor approval by the engineer. Maximum permlnlble water-cement ratio• for concrete 9hall conform to current U.B.C. F. G. H. 1. Concrete shall be cured while in a moist condition for ot least tho first 7 daya after placement. Method■ for accelerated curing shall have prior approval of the Engineer or Owner's ropreaentotlve. Tho following minimum clear diatonceo between reinforcing steel ond face of concrete ohall be maintained unloN noted otherwiN. Slaba on grode Center of olab Concrete below grade, formed 2• Concrete below grade, unformed (poured against earth) 3" Concrete expoaed to weather 1 -1 ;2• Pipes may pa11 through structural concrete In ele ... , but shall not be embedded therein. Pipes or ducta exceeding 1 /3 the slab or wall thlcknoae ■hall not be placed In the structural concrete unleaa specifically detailed by Structural Engineer. J. K. Provide 3/4" chamfers at all expoaed comers. Refer to architectural drawings for reveal•, area• of textured concrete or special flnlaheo, items required to be cast into the concrete, curbs and olab depression•. 7. FORM WORK, REMOVAL OF FORMS AND SHORES A, The Contractor •hall dealgn all form• and supporting ahorea In conformance with ACI 347-78. DNlgn ahall include rate and method of placing concrete and conetruct!on loade. including vertical, horlzontol, and impact loads. Form• shall be oubstontial and oufflclently tight to prevent leakage of mortar and properly braced or tied to maintain poeltlon and shope. B. Fomns shall be removed in auch a manner ao not to Impair aofety and Nrvlceablllty of the otructure. All concrete to be expoaed by fomn removal 9hall have sufficient strength not to be damaged thereby. Tho ACI Committee 347 auggeste the following minimum time forms and supports ehould remain In place under ordinary conditions as applies to th!• project: Walls and expo■ed vertical surfaces 12 hours c. Reshora until 28 daya oftar placement, and for full duration where construction loads exceed specified service loads. Reahore ahall conform to ACI 347-78. IS. GENERAL NOTE$ A. All construction and workmanship shall conform to the 1994 Uniform Building Code. B. These notoo shall be uaad In conjunction with the plan■ and any discrepancies shall be brought to the attention of the Architect and the Englnesr. c. Contractor must check dlmenolons, framing condition•, and alto condition• before starting work. The Architect and tho Engineer ohall be notified lmmedlotely of any dlocrepancles or poaolble deficlencl11. D. Conditions not opeclflcolly detailed shall be constructed a■ ■peclfled In typical details for the reopectlve materials. E. The drowlng1 and apeclflcatlons represent tho finished structure. All bracing, temporary supports, ■horlng, etc. la the aole reaponolbllity of the Contractor. Observation visits to tho Job ofto by the Architect and the Engineer do not Include lnepoctlon of construction procedures. The Contractor Is solely reeponslble for all construction method■ and for sofety condition• at the work elte. These visit■ shall not be construed 01 continuous and detailed inapectlono. F. Design, materlala, equipment, and producta other than those deecrlbed below or lndlcoted on the drawing■ may ba consldersd for uae, provided prior approval Js obtained from the Owner, Architect, Engineer and applicable governing code authority. G. All condition• noted as existing ore based on the best lnformotlon currently avalloble at the time of preparation of these drawings. The Contractor la ta verify oil conditions before starting work. Should conditions oriee which ore different from thooe shown on the drawing,, the Architect and Engineer oholl be notified immediately and additional drawings baaed on more accurate Information will be prepared. I. FOUNDATION A. All existing fill soil and disturbed natural oolla are to be excavated and replaced with properly compacted flll. All fllling, backf!lllng, re-compaction, etc. is to be performed only under the supervillion of a Solla Engineer. B. All excavation• are to be inspected and approved by o Soila Engineer prior to the placement of any concrete or rernforclng steel. C. Footing• are to ba corned a minimum of 1 '-s· Into firm undisturbed natural 00118 or approved compacted fill. 0. Deolgn baarlng preosure Is 1800 fNt pol (contlnuouo footing•) with a 33" rncreaae for aelamlc or wind loadfng. F. Relatively non-exponolve fill ohould be uoed In bockf!lllng behind walls. All walls ohall be adequately shared during the backfill operotlon. G. All excavation■, grading, compaction, etc. Shall be performed In accordanc• with the 1011• report. H. The Contractor must verify that the plane havo been reviewed by the Soils Engineer prior to start of construction. 10. GRADING PLAN NOTES A. All local building ordinance ahall take precedence over the oonotructlon scope described herein. B. During rough grading operation■ and prior ta construction of permanent drainage struotureo, temporary drainage control shall be provided to avoid waeh-outo and damage to construction underway. C. Swole alopoo shall be a minimum of 5"· Cut and fill olopeo oholl be a minimum of 2". o. Tho design Civil EnglnHr 1holl exerc!H oufficlent project/olto control during grading and construction to insure compliance with the intent of the drawings and apeclflcatlone. E. The Sons Engineer 1hall 1xerclae 1ufflclent control during grading and construction to Insure compllonce with the local conotructlan tochniquoo and requirements In order to implement the intent of the drawing• and specifications. F. All underground drainage ond utlllty facllltioo shall be In place and !nopectad prior to backfill and povlng Including but not limited to the following: sewer, water, drainage, go■, and electrical service. G. Fill and bockflll should be compacted to a minimum of 90" of optimum dry density in areas to receive pavement or tennis facility improvements including, but not limited to the following: tennis court surface improvements. tennis court ltghting standard■, tenni■ court fencing, seating area■• retaining walls. H. The elevations of surfaces shown on the plan by a spot elevation shall be aaaumed to be located at the decimal point of the spot elevation shown. I. The grades depicted by opot elevation• shown on tho plan are relotlve to one another. Under the direction of the Design Engineer I elevatrona may be adjusted In tho field to oddreas special site conditions not oddresoed on the pion. 11, MA1"""1..S: A. GENERAi.: 1. Provide material• of best quality obtainable which comply with the pion■. 2. No substitution of specified materials shall ba mode without written approval of a repreeentatlve from the office of Forrest K. Haag, ASLA. Inc. and/or the Owner's representative. FORIUTK. HAAG. AllA. K LANDJ= ARCHllKl\JRE IAHD PLANNING 1254 N. COAIT HIGHWAY LAGUNA 11'.AO-l, CA 9?651 - P, {949) 376-9066 r. {949) :!16-9067 UC.f1108 PL□T DATE• "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE------~ DATE {~~~~ ~ r~rv_;., LOCATION OF PLANTING AREAS. I-R_E_V_I_EIJ_E_D_B_Y,-----------1 ~ ! ~-y-~y~y-,,....- ~====~===+==================~=======r====i====r===Jc==~~;:;:;;::;~IN;:;SP~E;;C;;;T□=R::;:;;::::;:::::;;:;;::::;;;::::;;;:::::;-;:DA;;:T:;E ;;:;;::~ ~ I SH!ET I CITY OF CARLSBAD ~ ~ 7 PLANNING DEPARTMENT ~ ~ LA COSTA RESORT f SPA ~ CONST~UCTlON SP£C!FICATIONS § rILU.S PHASE 1 rJ) c.AIU,SBAD, c.ALll'ORNIA APPROVEq_, ---lA :>-, ==~~/~ If&,~=,----,~~-o/ u ASSISTANT PLANNING DIRECTOR DATE Z DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: I PROJECT NO. I DRAl'l1NG NO. ~ ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: --1 CT 03-01 402 2T 0 ._ _______________________________________________________________________________________________ ... __ _;_,..J..---------------~□:..;T;;:HER;:;_;lll'P:;;;RllV:.:IIL:;.J~Cl~TY~AP;P:R~O'l:A~L.C;RV;;;;;IJ;D;B;Y;t~~~!;-;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;~ <I; + ·t··· + + + + .. + + ~< + + + +\ + + ~ + + + + + + I ! ·• + + + + + + + I ) I I . ' '. ',. .. ·,.,_ . I < '"' IQ J_ _I ____ _ // /11·1-V.V~~;+-+-+--I~ -----i--/ / I I ----1-1=-=~-==-; :fr'+--1" 1--"=-=--__ / \ \ I \\ ----+--1 .\ . \ ... ---~- 1?54 N. COAJT HIGHWAY LAGUNA B,ACH, CA 92651 ---,"---,,~ ___ _ , (949) 376-9066 c (949) 371,-9067 I I I TR££ L£G£NO -------------------------------- ,EA. 2SEA. SYHBC>L 0 0 0 0 BC>TANICAL NAHfi HIBISCUS (STO.) LC>F'HC>STEHON CONFfiRTUS HETl(OSIOEROS EXCELSUS fl'HOENIX CANAl<l£NSIS 7EA .• PHOENIX OACTYLIFERA ,EA. 'f /9 EA. 100 EA. STl(cLITZIA NICOLAI WAS/I/NC.TONIA RC>BUSTA SHRUB L£G£NO SYHBOL BOTANICAL NAHE e 0 AGAPANTI/US 0/11/ENTAl/S CANNA CL/VIA HINIATA I/EHE1'.0CALL/S HYB1'.IO STREUTZIA REGINAE H'4NOEVILLEA SPLENOONS P/TTOSfl'ORUH TENU/FOLIUH CC>HHC>N NAHE Hl8/SCUS Bl(ISBANE BOX NEWZEALANO CHRISTHAS T1U5E CANARY ISLANO PALH OATE fl'ALH GIANT BIRO OF PARAO/SE HEX/CAN FAN PALH COHHONNAHE LILY OF TIIE NILE C.A-NNA FIRE Lll-Y OAYULY II/RO OF PARADISE NCN "RE&> Ttl&>ING 11000" SLIVER SHEEN GROUNOCOV£RL£G£NO T1'.ACI/El-OSPE'/tHUH JASHINO!OES ; HANOEVILLA SPl-ENOENS T1'.ACI/ELOSPERHUH <JASHINOIOES □ LANTANA HDNTEVIDENSIS LANTANA HONTEV/OcNSIS 'GOU> RUSH' STAR JASH!NE "fl/Et:> R/1:>ING 1/000' STAR JASHIN PCJRPI-E LANTANA GOLO LANTANA BLOODltED TRCJHP€T VIN€ ROY AL Tl(CJHPET VIN€ SIZE I, GAL 36" l!IOX 20' B.T.1/. RfiHAl(KS STANOAI((), WHITE WAS/IE&> T/IIUNI< YfiLLOW / IIIEO FLOWE/II$ STANOAl(O STANOA1'-:0 2;• B.T.1/. •~• BOX HUlT!-Tltt.UNK 2,' B.T J/. SIZE , GAL , GAL > GAL > GAL I, GAL , GAL I, GAL , GAL ,; GAL ,-GAL S" (;.AL ,; GAL /,; GAL 15 <l'AL I I ...-1 TtcHARl<S , •. o.c. 21· o.c. &>WA1'.F VA'ft/ETY W/, HULT! COLOR FLOWEltS 3' C>.C. , •• o.c. YELLOW FLOWERS 3'0.C. 2' o.c. (SI/RUB VA/11/ETY} -o.c. TALL -VETtTICAL FOTtH 2"" o.c. 2"" o.c. (SH1'.UBY} 2"/" C>.C. -,;o'f. •• •• o.c.-2-rr. o.c.-2,-,r. ATTACH TO WALL# COl-CJHNS SCAt.E: I/ 16" ~ l'-0" PLOT DATE• 10/01/04 "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE REVIEIJED BY• INSPECTOR DATE ,...:j r1-==+==+============~=====l-==~c.==i==~i===1r.=:==:-";:::;:::::;::::::;==::;;:;:=::::::::::;;;::::;::::;;::;::::::;;::::;-;::;::;:;;;:;;::;1 ~ fSHml CITY OF CARLSBAD ~ C'""" l----l---+-----------------1---11---+----l----1 ~ PLANNING DEPARTMENT ~ ~ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION lllf£R -ROVAL CITY APPROVAL ~=~L;::A:;:::C::;:O::;::;S::::T=A=R=. E=s=o=R=r==;:; =s=P='-A-=~ ~ PLANTING PLAN s VILLAS PHASE 1 CARLSBAD, CALIFORNIA DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:__ CT 03-0f 402-2T RVIJD BY, Vl >-< u z ~ d < -0 H LEGEND 1, 11/2 11 x 1/4 11 e..,...-e: eoL r& 2. 1/8" GALVANIZED CA6LES !TYFJ ATT ACi-1 VINE8> TO CABLES WITi-1 TIE WIRE. 3 WALL/FENCE 4. AMENDED eACKl"ILL MIX TO eE OF NATIVE SOIL ONLY !!>. SEE VINE PLANTING. DETAIL ESPALIER. ON V<lALL DETAIL SECTION LEG.END I. PALM Tl"UNK 2. FIL TEI'< FA61'<IC WITi-1 12 / ~/ '<(.< ~ ;,< / 2 X 10 /-.; /..,_ " ); . "" ...... "" 12" DIA. X 3' DEEP SUMP MIN. FILLED WITi-1 CLEAN NU!'itSERY SAND. / /-:_ ' . 3. ~c'8iIEC!'itOWN AT ORIGINAL LINE OF &. l"!OOT EIALL 4. 3" DIA. SNAP CAP AT 2" AeOVE Gl<ADE !;. 3" DIA. PVC FIFE. CONNECT TO sue-SU!<FACE DRAINAGE. COOl"DINATE Ill/ CIVIL ENG.. PLAN ':I. EXISTING. SOIL 1<2'. ,t~~~~re'AfT~fFILL. SEEE 11. ORIGINAL LINE OF SLOPE b. WATER BASIN 3" MIN. DEFTi-1 AFTEI'< INITIAL WATERING. 6Y i-lOSE. l"!EMOVE 6ASIN IN LAWN Al"!EAS. 12. SLOPE, TYPICAL 1. 21 Q,l<AM PLANT TA6LET. SEE SPECIFICATIONS PALM PLANTIN6 DETAIL -ON SLOPE NOTE LEQJEND I. PALM T~NK 2. Aeove Gsi'<APE ll'tl'tl6ATION i!!lUl!!li!!lLEl't -l'<EFEI'< TO IRRIGIATION DETAILS FOR INSTALLATION OF i!!lU66LEI'< 3. 3" DIA. SNAP CAP AT 2" ASOvE a.RADE 4. 3" PIA. PVC PIPE. CONNECT TO sue-SU!<FACE DRAINAGE, COORDINATE WI CIVIL ENGi. FLAN !:>. 4" BERM 6. l'INISi-1 QJJl<APE 1. i!!lACKFILL MIX l'<EFEl't TO SPECS. e. ,e FT. 6Ti-l ':I PLANT TAE!>LETS -SEE SFECll'ICATIONS 10 FIL TEI'< FA6RIC 11. COMPACTED SUec.J"<ADE 12, 12" DIA. X 3' DEEF SUMF MIN. FILLED WITi-1 CLEAN NURSERY SAND. 13. l'<OOT BALL 14. SEE SPECIFICATIONS FOR TYINQJ Fl'<ONDS AND SKINNING TRUNK5 CONTl'<ACTOI'< Si-lAU .. PLACE PALM TRUNK IN EXACT CENTER OF TREE WELL CONTl'<ACTOI'< Si-lALL PLACE PALM Tl'<UNK IN EXACT CENTER OF Tl'<EE WELL REFEI'< TO IRRIQJATION PLANS TO COOl'<PINATE INSTALLATION ANP NUM6ER OF IRRIGsATION eueeLER& LANDSCAPE Al'<Ci-llTECT TO APPROVE i-lEIG.i-lT AND LOCATION OF PALMS PRIOR TO PLANTING PALM TREE ROOT BALLS VARY PER TYPE OF PALM AND SUPPLIER OF TREES. CONTRACTOl's Si-lALL VERIFY ROOT6ALL 5IZE5 AND FIT REQUIREMENTS FRIO!"! TO DRAINAGE SYSTEM OR SUMP INSTALLATION. NT& E NT& F " N SECTION :! X WIDTi-1 OF ROOTSALL LEGEND I. I!, GAL. VINE 2. WATER BASIN 3" MIN. DEFTi-1 3. FINISi-1 GRADE. 4. AMENDED EIACKFILL MIX TO ElE OF NATIVE 8>0IL ONLY NOTE TRAIN VINE TO FENCE I WALL A& INDICATED ON FLAN !!>. 21 GRAM PLANT TAElU:T -SEE 8'FECIFICATION& 6. EXISTING &OIL 1. ROOT SALL VINE PLANTIN6 DETAIL ~VAILING. WIND 0 PLAN N.T.S. 0 SECTION LEGEND 1. r~:·<~~i!~~~c?~bJ'lffK No. ,. ~r rc lf2' LO~~F~.®li ~Y'M· ALf ite Cl~ ION 3. ~8iIECROWN AT ORIGINAL LINE OF 4. ~f'J1~~~FJHR~r:r~~ !!>. l"!OOT SALL TR.EE PLANTIN6 DETAIL - SECTION E>. ~IF~C~T~S TABLET 1. ROOT BALL t, EXISTINa. SOIL t. ,t~~~re'AfT~~r=ILL. SEE IC'. Oi'<IGslNAL LINE OF SLOPE 11. 2d SLOPE, TYPICAL ON SLOPE I..EGEND 1. PLANT MATERIAL 2. 2" DEEP MULCH 3. FINISi-1 GIRADE 4. AMENDED 6ACKFILL MIX TO 61! OF NATIVE SOIL ONLY !!>. EDGIE OF PAVINa., WALK, WALL OR CURB see t&. 1/:2 P. UNLESS OTHERWISE NOTED. • D D • D • • • FLAN • • • NOTE LOCATE PLANTS SPACED EQUAL DISTANCE <DJ FROM EACi-1 OTI-IER AS Si-lOWN. D -AS NOTED ON PLAN 01'< LEQJEND NT& NT& D CANOPY TREE () FLAN LEGEND I. ROOT BA~IER, COFOL YMER FOL YFROF'YLENE, INJECTION MOLDED .000 Ti-llCKNE8>& ROOT ElARRIER AS MANUFACTURED ElY DEEP FitOOT CORPORATION (e/Z>O) 4S8-1bb8. :2. CONCRETE WALK, BUILDING WALL, GAl"DEN WALL, CURS, OR OTI-IER HARDSCAFE FEATURE . !SEE SPECIFICATION&! SUElMIT 5AMFLE TO CITY IN8>FECTO!'e FOR AFFROVAL PRIOR TO INSTALLATION. INSTALLATION. ROOT BARRIER DETAIL " ..----0 4 < > » /\ /, :,.:, :.-:-0 %<< 3 X WIDTi-1 OF ROOT6 LL LEGEND I. I OR 5 a.AL. Si-ll'W!!l 2. WATER 6ASIN 3" MIN. DEPTi-1 3. FINISi-1 GsRADE. 4. AMENDED 6ACKFILL MIX TO BE OF NATIVE SOIL ONLY !!,, 21 GIRAM PLANT TA6LET -SEE SPECIFICATIONS 6. EXI5TING. SOIL 1. l'<OOT BALL SHRUB PLANTIN6 DETAIL fOlllEfT K. HAAG. AJlA, K LANDJDIPE ARCHITKTLIE LAND FIANNING 1254 N. COAJT HG<WAY LAGUNA ill'ACH, CA 92651 NT& A 12 • FLAN 11 LEGEND I. eox TREE 2. REINFORCED l"U66ER i-lOSE TIE WITi-1 ':I GAUGE WIRE 3. WATER 6ASIN 3" MIN. DEF'Ti-1 AFTER INITIAL WATERING. 6Y i-lOSE. REMOvE 6ASIN IN LAWN AREAS 4. a.UY AS REQUll"ED TO SUPPOl'tT TREE (3 MIN.!. ADDITIONAL C.UYS AS DIRECTED EIY LANDSCAPE ARCi-llTECT !:>. 11:2" PVC SLEEVE ... /. « . ····• ;,.,;~ ·.··.·.·.· '.-< / .. . 7'- >4,~,,.t . ' 0-«:<0, 3 X WIDTi-1 ROOT6A l'. b. FINl8>i-l GRADE 1. STEEL uUY ANCi-lOR 3b" LONG< MAXWELL OR EQUAL 8. 21 uRAM PLANT TAEILET. SEE SPECIFICATIONS ':I. EXISTING. 8>0IL l<2'. AMENDED 6ACKl"ILL MIX TO ee OF NATIVE SOIL ONLY 11. l'<OOT SALL TR.EE PLANTIN6 DETAIL -TRIPLE 6UY f"fll!VAILlls& WIND 0 @ 0 . ;: "' I' • 4 e • i- --,I..__....!--,,!'~ , I-. JT. I>•••• ; j --jr •·•• N ~I ~~~IT_ - 1..EG!END ✓-l..,.,_~-l-l l_--_11_1 _,_ 11: .., e 3 >< WIDTH OF Jl<OOTeALL I. l'tUeCEII: 1-iOeE AND 2!Z> G,,\UGI!! GAL V. Wlll:E. STAPLE Wlll:E TO TREE STAKE 2. 2"+ >< 1'1>' LOCG! POLE PINE er AKE. KEEi"' CLEAII: OF 11:00T eALL. SEE 6i"'ECll'ICATl0Ne 3. WATEII: e.O.SIN 3" HIN. Pl!M'H Al'Tl!'J'I: INITIAL WATEll:ING ey HOSE. l'eHOVI!! eA&IN IN L= AJ'l:l!AS ANP Ae Dll<ECTED eY LANDec:Al"'E All:CHITECT 4. ~INISH Gll:AC>E !>. 21 Gll:AH !'"LANT T AeL!T. 61!!! el"'ECll'ICATION& 6. 11:00T eALL 1. AMENDED eACKFILL. !!!I! Sl"'ECll'ICATIONe e. EXISTING eolL B E PLANTING DETAIL -DOUBLE STAKE PLOT DATE:• "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE ______ _ NT& NT& DATE {f~~i~'i,q~J, LOCATION OF PLANTING AREAS. t-:'.".RE:-V--I--EW---ED __ B_Y,-----------1 ~ ~====~===:i:==================~=======~====r:===~====r::::...i,-;:::;:::::;::;:~IN:;S;:P~EC~T;:□R:::;;:~::::;:::::::;::~:;;::;;;;;::;:;::::~D:;;A:::;TE:;;:;~ ~ fsHEE1l CITY OF CARLSBAD ~ c:-' t---t--+---------------+---+---11---4----1 ~ PLANNING DEPARTMENT ~ t: ;=::::::::..:::====:::::==::::::::::::::::::::::::::::::::::::=~=~ ::'2l LA cosrA RESORT I SPA PLANTINt; PETA/LS § VILLAS PHASE t rJ) CARLSBAD, CALIFORNIA ===:;~~~~=---/Z:-23--q/ t; ASSISTANT PLANNING DIRECTOR DATE Z DA'TE INlllAL DA'TE INITIAL DA1E INITlAL OWN BY: ---PROJECT NO. DRAWING NO. i::c.1 J PAL"" PLANTING DETAIL N-6R.OUND COVER / SHRUB DETAIL NT& ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: --CT 03-01 402-2T c..'J 1,._;;;~_,;..;_;;;;;,l;..;,~1..;__;;;;;_;,;,.;.,;..;,;_;.;;.,_;;;.,;;;;;.;.,;...;,;;;_ _____________ ..1,_;.;.;,'";_..L,_..l,_..;__.;;..,;._,;_..,;...;...,..;__.;_ ________ ;._ ________ .,_..,....;_.., ___________________ ...I _____ ._ ______________ ..J..:DT;;;HE~R~AP;;,;.;PR:□V;;,;A;:;;LJ..::C:.:.ITY;_;;;AP::PR:O;V:AL;J.;R;;V;;;W;;D;;;B;,;Y=~~!-;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;.I <t: PLANTING SPECIFICATIONS PART l -GENERAL 1.01 Scope of Work: Contractor shall provide all materlala, labor and equipment Incidental to and necessary for completing all work, as Indicated on the drawings, as reasonably Implied, or as dellneoted In the Specifications as follows. 1.02 Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Stondord Specifications For Public Works Construction (Green Book) latest edition. 1 .03 Quallty Assurance: A. All Contractors performing Site Development work, must be licensed In accordance with the lows of the State of Collfomlo. B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Suppllers expected to be employed during the course of construction. C. Contractor shall obtain and keep In force Public Lloblllty and Property Damage Insurance, during entire course of the Construction Contract. The amount of Insurance shall be determined by Owner. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion dotes. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person In charge of the work. 1.04 ResponslbUltles and Coordination: A. Permits: The Contractor shall obtain and pay for all permits and Inspections required by governing authorities for the work to be performed. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all underground utilities prior to start of work. C. Temporary Utllltles: The Contractor shall apply for and pay all cost incurred far all temporary utllltles such as water, electrical power and gas as required by him for the construction of the project. Temporary services shall be coordinated with the Owner and other contractors on the job site. D. Survey, Reference Points, and Elevations: The Contractor ls responsible for establishing all surveys, reference points and elevations required by him, and shown on plans for proper execution of slte construction. E. Traffic: The Contractor Is responsible for all temporary traffic barriers and detours required by him for the construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. 1 .05 Defective and Unauthorized Work: All work which Is determined by Inspection to be defective In Its construction or deficient In any of the requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at hls own expense ln a manner acceptable to the Landscape Architect and Owner. 1.06 Inspections: The Contractor shall arrange for Inspections by notifying the Landscape Arch ltect, City and govern Ing authorities, 24 hours prior to time of Inspection, unless otherwise noted. Inspections shall be al! listed below, but not necesaorlly ln this order. Only the Inspection pertaining to the project scope of work wnl apply: Rough Grading. Drain Lines and Catch Basins. Irrigation• {main line pressure, coverage &: system operations test). Sall Preparation and Finish Grading. Plant Material (delivery & placement). Substantlal Completion Inspection ( at completion of landscape Improvements) -7 Days. Flnal Inspection ( after maintenance period) -7 days. The contractor shall arrange a Preconstructlon Job conference wlth the Landscape Architect and City a minimum of seven {7) days prior to the beginning work. 1.07 Guaranties: A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of flnol acceptance of landscape construction for periods as follows: Trees 24" box & larger -1 year Trees 15 gal. & smaller • 1 year Shrubs All sizes = 120 days Ground Cover = 120 days Bedding Plant = 120 days Lown (sod) -120 days Lown (seed) = 120 days from first mowing Guarantees begin after the project acceptance by City and at the end of the 180-doy maintenance period. Landscape Contractor shall replace and plant all materials which have died within the time span stated above, at no cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead material Is not replaced and planted within the 5 day period, Owner may replace dead material with new material and charge the Landscape Contractor for all expenses incurred. 1.08 Material and Labor Releases: Upon completion of the work, the Contractor shall present to the Owner, signed copies of all lobar and materials releases for all work performed under Site Development. 1.09 Disposal and Clean-up: Remove all waste materials (lnoludlng excavated material classified as unacceptable soil material), trash and debris generated or encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus materials from the site and leove premises In a neat and clean condition. Clean up and remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the Owner. PART 2 EXECUTION 2.01 Protection: Keep all plant material delivered to site In a healthy condition for planting. Plants shall not be allowed to dry out. Bore root stock shall be separated and heeled-in, In most earth or other suitable material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, wood chips or other suitable material until planting. 2.02 Installation: Detailed la)'Out of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and City prior to planting. Soll excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture: Native, On-Site Soll with rock no greater than 1• In diameter Gro Power Plus, 5-3-1 0 15 lbs/cy Iron Sulfate O 2 lbs/cy (To be used for bidding purposes only, verify with Agronomic Soils Test.) After bockfllllng, construct a 3• earthen berm to form watering bosln around each plant, to allow thorough water-In and establishment. Prior to lnstallotlon of turf and ground cover, remove water basins from around trees and shrubs. Berms In turf areas to be removed prior to City acceptance. PART 3 SOIL PREPARADPN ANP FINISH GRAPING 3.01 Scope of Work: A. Provide all materials and equipment, and perform all work necessary for and Incidental ta the soil preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably Implied, or as delineated In the specifications. B. Furnishing, placement and grading, of topsoil for bockfllllng of planters if required. C. Cleaning and finish grading of planters areas and planting areas. 3.02 Topsoil: A. Existing on-site sails listed as 'acceptable' under 'Site Grading' specification. B. Topsoil Imported to site far use as fill, backfill In planters and mounding, shall be sandy textured. Slit plus clay content of this soil shall be no greater than 15,r; by weight. The boron content of this soil shall be no greater than 1 part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 mllllmohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be submitted to an agronomic soils testing laboratory, approved by the pro )ect Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval. Soll test to Include analysis and recommendations. 3.03 Sall Amendments: All sail amendments shall be as specified In the Agronomic Sultoblllty/Fertlllty soils report furnished by the Contractor 3.04 Soll Preparation: All work on Irrigation system shall be complete and Inspected for recommended approval and, fine grading completed, prior to rototllllng and prior to soil amendment work. After rough grades hove been established, prepare all lawn and planting areas by tilling or cross ripping to a depth of 12". All rock and debris more than 2" In diameter shall be removed from the site, except for areas that are to be sodded, In which all rock and debris more than 1 • In diameter shall be removed. Apply , spread, and rototll In all soil amendments as recommended to a depth of 6". Water area thoroughly after rototllllng Is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of planting area: 4 cubic )10rds of nltrollzed Redwood or Fir shaving or equal. 200 lbs. of Gro-Pawer or approved equal. The above soil conditioning are minima! qualities only and should be used only for bidding purpose, because soil conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Coples of the soil test to be provided during the Pre- 3.05 Finish Grading: After rototllllng operations are complete, grade areas ta establish finish grades for planting. Ail flaw lines shall be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 3. 06 Coordination: Weed abatement work shall be coordinated with the Installation of the Irrigation system rototllling and soil amendment work, and planting. (See Weed Abatement section). PART 4 IBEES ANP SHRUBS 4.01 Scope of Work: Provide all material, equipment, and labor necessary to lnstal'I all trees and shrubs as shown on plans, as reasonably implied and as delineated in the specifications. 4.02 Products A. Nomenclature -Plont names Indicated on the drawings conform the "Standard Plant Names" established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the nursery ls followed. B. Condition -Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, Insect pests, or their eggs, and shall have healthy, normal root systems, well-fllllng their container, buy not to the point of being root bound. Plants shall not be pruned at anytime, and In no case shall trees be topped. C. Trees ond shrubs shall be growing at a recognized nursery In accordance with good horticulture practices and shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscape Architect or City. D. All plant material delivered to the site showing signs of damage or disease or is Insufficient In size to carry out the Intent of the planting plan will not accepted and wlll be replaced at Contractor s expense. E. Sizes of Plants -Sholl be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall hove been grown In containers for at least one (1) year, but not over two (2) years. F. Substitutions -Substitutions for Indicated plant material will be permitted provided the substitute materials are apP,roved In advance by the Owner and City Inspector, ana are made at no aadltlonal cost to the Owner. Except for authorized variations, all substitute plant materials shall conform to the requirements of these specifications. G. Plants Not Approved -Plants not approved ore to be removed from site lmmedlately and replaced with suitable plants. The Owner reserves the right to reject entire lots of plants represented by defected samples. H. Stake all trees, as per details Immediately after planting to prevent wind damage. I. Plant trees that are to be located In lawn or ground cover areas after finish grades ore first established and allow at least 7 calendar days prior to Installation of sold lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate details. 4.03 Soll Amendments: Soil amendments shall be as recommended In the Agronomic soils report 4.04 Trees Stakes: Tree stokes shall be lodge pole pine tree 1takes. See tree staking detail on plans far further Information. 4.05 Health and vigor: palms shall have straight trunks ond posaess dork green foliage, showing signs of continued growth and development. Palms shall be free of insects or disease and shall be sprayed and monitored for all pests and disease prior to delivery to the site. 4.06 Palm size determination: palm tree• shall be ordered according to the brown trunk heights {BTH) shown on plans. Brawn trunk heights shall be determined by the following criteria. No other criteria will be accepted as a basis for determination of BTH. It ls the contractor's responsibility to convey the intent of this specification to nurseries when ordering palm to Insure that they meet this criteria. A. Washingtonia robusta: Brown trunk height shall be considered the distance from the top of the root ball to the base of the first living frond. B. Washingtonia filifera: Brown trunk height shall be considered the distance from the top of the root ball to the booe of the first living frond. C. Phoenix doctyllfero Brown trunk height •hall be considered the dletonce from the top of the root ball to the apical merlstem. 4.09 4.10 4.11 4.12 4.13 4.14 Pruning procedure: With the use of hand loppers and hand pruning saws, 35% or 40,t; of palm fronds shall be removed from all palms during the excavation period. Palm fronds shall be tied in an upright position with 2 ply all natural binder twine. Twine shall be tied perpendicular to the palm fronds. Twine is to be applied tight enough to remain tied during all transporting, "healing in" and planting phases of work. Disease control: Palm trees may require pesticide appllcotlon1 per the recommendations of the San Diego County Agriculture Department. All pesticides shall be applied in accordance with the manufacturer's recommendation• as well as all local, state and federal requirements for licensing and application. Loading of Palms: Palms shall be loaded with hydraulic or conventlonal crones. Rigging shall consist of the highest quality nylon slings. When rigging Is to be in contact with the trunk surface of palms, 2"x6" number 3 grade or better lumber shall be placed between rigging and tree surface. Board• shall be situated between the tree and rigging to avoid any possible scars or unsightly abrasions th<Jt may be caused by the loading and unloading phase of work. Consideration sholl be given In the •election of an adequately large crone to facilitate loading, unloading and setting. This consideration shall vary based on any given site 1ituation and is 10lely the liability and responslbnity of the contrator and his subcontractors. Transporting of Palms: Trucks hauling palms shall meet all licensing requirements and abide by regulotlons governing any particular region where work is being performed, including, but not limited to, overload permits, over length permits and wide load permits. "Triple stacking" of any load of palm trees is not acceptable. Truck loads shall conform to the highest standards and shall be acceptable to the the office of Forrest K. Haag, ASIA, Inc. and the Owner's representative. Storage, "Healing in" and protection of Palms: If it is deemed necessary to harvest palm• and delay their Immediate installation, palms shall be harvested, loaded, transported, and protected ot o storage site approved by the office of Forrost K. Haag, ASIA, Inc. and the Owner's representative. Palms sholl be stored In an area with a similar microclimate to that of the project site where palms are to be planted. Palms shall be "healed In" with 100" clean and washed sond backfill. Sand shall be washed concrete or pleater sand. No beach sand or unapproved type of backfill material shall be considered. Polms shall be unloaded and "healed in" at the storage site within 8 hours of excavation. A. Aftor palms are backfillod In a 1 oo,r; washed plaster or concrete sand backfill, they shall remain "healed in" until planted. B. Palms shall be maintained by the contractor at the storage alte and shall include the following fert!Rzatlon schedule If unplanted for more than 60 consecutive days: apply to each tree well three pounds of 16-6-8 n.p.k. granular fertilizer, supplement with iron chelate (sequestrene 138) ot the rote of 1 gallons per 100 gallons of water applied as a drench to each tree well. Fertilizer shall be applied sixty days after palms ore "healed in." Fertilizers shall only be applied to palms between Morch 1 at and September 1st of any given year. Loading, transporting and unloading practices shall be adhered to as outlined in this specification when handling palms en route to the La C09ta project destination and sholl be loaded only once prior to arrival at the job-site In La Costa. Planting requirements: Planting pits for palm trees shall be a minimum of two feet wider than any side of the root ball. 100,r; washed concrete sand shall be used as backfill. Trees sholl be planted near-vertical and plumbed with the opportunity given for approval by the representative from the office of Forrest K. Haag, ASIA, Inc. and/or the Owner's representative after positioning of each tree and palm planting. Sand backfill shall be applied In layers and watered in to allow for settling. High pressure hose and nozzles shall be used lo obtain at least 80" compaction in the planting pits of oil palm trees. ao,r; compaction may be achieved with the assistance of water and pneumatic tampers. Any adjustments necessary to straighten palms due to any site condition shall be made by the contractor within 12 months after final acceptance of the project at no charge to the Owner. PART 5 GROUND COVER AND BEPPING PLANTS 5. 01 Scope of Work: Provide all materials and equipment and perfonm ail work necessary for and Incidental ta Installing all ground cover and bedding plants, as shown on plans, as reasonably Implied, or delineated In the specifications. 5.02 Bedding Plants: Perennials and Annuals: Provide healthy container grown plant• from a recognized nursery, and of the species and variety shown on plans. 5.03 Ground Cover: Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and well rooted In flats or similar containers. 5.04 Mulch: Mulch: Shall be of compacted wood chip fiber. Submit sample to City Inspector for approval prior to plantlng. 5.05 Coordination: A. Do not have plants delivered to the Job site until site conditions are ready for planting. If planting Is dela}'ed, keep plant roots moist and place In a sheltered location protected from the sun, wind and other damaging elements. B. Soll preparation and fine grading shall be completed and tr- and shrubs lnstolled prior to bedding plants and ground cover planting. D. Phoenix canariensls: FORIEfT K. HAAG, AJLA. INC ~ 5.06 lnstallatlon: Plant ground cover and bedding plants In moist soil and space as indicated on plans. Each plant shall be planted with Its proportionate amount of soil so as to minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. Regrade planter areas after planting, to restore smooth finish grade and to Insure proper surface drainage. A 4 • la}'er of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin Immediately after mulching. {Grading shall accommodate the mulch) 5.07 Protection: Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. PART 6 -WEED ABATEMENT 6.01 Scope of Work: Provide all material, equipment, and labor necenary to perform all work as Indicated on plans, as reasonably Implied, and as delineated In the specifications. 6.02 Quality Assurance: A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. B. All materials and methods must conform ta Federal, Slate, and Local Regulations. 6.03 Submittal: Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Architect/City a list of the weed control materials and quantities per acre Intended for use In controlllng the weed types prev'Olent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape C(l)ntractor and Landscape Architect and City data to demonstrate the compatlbfflty of the weed control materials and methods with th,e intended planting and seed varieties present. 6.04 Responsibility and Coordination: A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion Into the treated areas and to notify the public. B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job site unusable for more than 10 days from date of application. 6.05 Non-Selective Herbicides: Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control Advisor) 6.06 Selective Herbicides: Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) 6.07 Weed Eradication: If in the opinion of the Pest Control Advisor, perennial grosses and weeds existing In the planting areas wlll require control prior to removal, spray these areas per Pest Control Advisor's recommendations. A. Prior to the Installation of the irrigation system remove and clear all weeds and deleterious materials from planting areas. Allow herbicide to klll all weeds. Rake or hoe off all dead weeds to a depth of 1 • -2" below the surface of the sail. Physically remove all weeds from the site. PLOT DATE, "AS-BUILT" Brown trunk height shall be considered the distance from the top IA~JG'l'E AR01f1EC1l,ffl' ~ A of the root ball to the top of the pineapple. IA~ PLANNING Oq.~' _· ~ E. Chamoerops humllls: _ , Multi-trunked per plant legend and in container specified. ~~;°,,~t~~' ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE ----------------C\l B. Woshlngtonla flllfero: . · . . . -"' cac".,.- REVIEYIED BY• ::::j:j::: 4.07 f~fi~? 1~;;;:;~:,;;~;;u:: Palm Trees shall be as ~;li:_r_;_.'f•~-•li '~ 20 ft. BTH-3.5 ft. cubed C. Phoenix dactylifero: [===r==1 __________ -J ____ 1 __ T __ r_7 __ ~;::::::::::::::;~IN~S~P~E~C~T~DR::::;:::;;;_;=::;:::::::::;::;:;::::;:::;;::::::::::=;-~DA~T:::E::::=:-I H 20 ft. BTH-4 ft. X 4 ft. X 5 ft. deep t----t---+---------------4----1----1---1----1 ~ D. Phoenix canarlen1is: no ~ CITY QF CARLSBAD ~ ,:-, E. g:it~~=~o~:e~~~:s: ~=====~=====~=================================j=====j=====t=====t====j ~ PLANNING DEPARTMENT ~ ~ 4.06 Digging requirement,: LA COSTA R£50RT, 5PII ~ A. Palms shall be dug by equipment limited ta the following: PLANTIN"' 5p-=ctFICATION5 l"l"I backhoe -trencher -hand dug excavation. .., <-1--'--1 B. While excavating, root bolls shall be intact and In a relatively ~ moist condition. Anti-desiccants such as aerosol pruning VILLAS PHASE 1 U). paint or "wilt proof" shall be applied generously to root hairs c.AJILSBAD, CALIFORNIA and severed roots 3/4" or larger throughout the excavation APPROVEQ \ -0 ~ process. Burlapplng of the root moss is required during ___ .....J,2-~J\a..~/~ l.eu~ _______ /z,2:3-0</ construction Job conference. transport on hauls greater than 10 miles or on any palm U B. Construction Materials: The contractor shall guarantee all procured from o sandy soil condition. Shade cloth, 70,r; ASSISTANT PLANNING DIRECTOR DATE Z workmanship and materials for all site development, for o screen-grade or better, shall be wrapped around the crown OWN BY: ___ ~.:J period of one year from date of final acceptance of project. and fronds of all palm trees, for loads traveling greater than DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ___ PROJECT NO. DRAWING NO. , ._ __________________________________________________________ 1o_m_nes_. --------------------------·EN.;G.;,m±R;;,;;...;OF __ WOR;...;JKI----R-E_Vi_s_1o_N_o_E_s_c_R_1P_n_o_N ___ ..J~□T:.::1£~R:.:Af':P::R~□V:::AL~_;C1:;:,"IY~A:::PP:R:.:;OV:AL~!;;R;;V;;Yl;;D;;;;;BY;;'·~~;.;;;;;;C;;;T;;;;;;;;0;;;3;;;;;;o;;;,;;;~4=0~2;;;;;2;;;;;T;!J ~ PLANTING SPECIFICATIONS PART Z LANDSCAPE MAINTENANCE 7.01 Scope of Work: Provide oil materials, lobor ond equipment necessory for, or Incidental to, performing all maintenance requirements oa reasonably Implied or as delineated In the specifications Including, but not llmlted to the following: Maintain all plants and planted areas. K9$J> planted areas free of weeds and debris. Prune trees and shrubs. Fertilized oil plants and planted areas. Irrigation. Insecticide spraying. 7.01 Palms: A. Strings should be left tied for opproxlmotely 45 do)III. In windy weather they should be left longer and In hot dry weather they can sometimes be untied sooner. The primary Indicator la when the palms starts pushing new growth, it should be ready. On Conorlensls only untie the tight strings (usually 2) leaving the loose string for approximately 1 month longer. B. All tools used to trim must be submerged In 50l( chlarox bleach for a minimum of 20 min. prior to use and between every palm. Chainsaws should not be used, due to difficulty In sterllzation. C. It Is absolutely Imperative to the re-ntobllshment and therefore health of palms that within the first several years after transplanting they ore trimmed very little. 0. Remove only the dead, dying, and broken fronds, fruiting structures and associated fruit. Do Not remove any llve fronds above the first frond that ls parallel with the horizon. 7.02 FertUlzers: 7.03 A. Commercial fertH!zera with on anal)lllls of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as required br the Agronomic soils report. Available from Gro Power (909) 393- 3744. B. Ammonium Sulfate: Granular form containing not less than 21,C nitrogen and 24l( sulfur and shall be registered as an agricultural miner, with the State Department of Aj,riculture In compliance with Article 2 -"Fertlllzer Materials, Section 1030 of the Agricultural Code. C. Planting tablets a. Ground cover: 5 grams with a minimum grade 20-10-5. b. Shrubs and trees: 21 grams with a minimum grade 20-10-5. BACKFILL MIX: A. Standard backfill mix: use Import top soil, stockplle topsoil, or on site based on the soils report. Backfill •hall include 1 /3 nltrollzed redwood, 2/3 native soil w/ 1 year "BestPok" fertilizer pockets. Application rate to be per manufacturers recommendotion/speciflcotion (or obtain soils test and follow recommendations). B. Acid loving plant mix: use Import top soil, stockpile topeoll, or on site soil based on the eons report. This mix Is for bidding only. See pion for indication of acid loving plant material blend per cubic yard: Topsoil/import sol! -1 part by volume Nltrolizing organic amendment -11 parts by volume Composted leaf mold -4 port• by volume 7.04 ACCESSORIES: (Where applicable) A. Tree lies: Commercially manufactured ties from black tire casings, cut to a minimum ten-inch (10") length and held in place by 9 gauge golvanlzed wire or split plastic hose sholl be "cinch tie" or approved equal. e. Tree 91:akee: Reddy Stoke System (!1!111)333-3090 lnetoll per manufacturer's recommendatJon•, or approved equal. C. Guy wires: 6-9 gouge galvanized wire; not to be spliced. D. Guy wire hose: 3/8" or 5/16" x .062" wt polyethylene tubing by Ward Manufacturing (714) 1131 -5055. E. Steel guy anchor: 36" long Maxwell or approved equal. Install per manufacturer's recommendations. F. Root bonier: Copolymer polypropylene, Injection molded, .OBO thickness root barrier a• manufactured by Deep Root Corporation (800)458-7668. Use model no. UB 24-2 adjacent to curbs and paved surfaces. Use model no. UB 36-2 adjacent to garden walls or wrought iron fences. Use model no. UB 48-2 adjacent to rstalnlng walls or building footings. See plans and details for locatlon■. install per manufacturer'• recommendations. Deeproot or approved barriers are ta be Installed per detail provided. All tree 1peciee planted within J' -o• of paving or wall shall require Deeproot barriers. G. Polyethylene edging: Trex 1" block or approved equal. (To be installed per detail provided.) Installed per manufacturer's specifications. 7.05 General: Maintenance shall start Immediately after landscape Irrigation and planting. Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate Irrigation system on on established program to maintain all plants and planted areas In a healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to Its orlglnal condition ot no cost to the Owner. Failure of any part of the Irrigation system shall be brought to the attention of the Owner. No repairs other than emergency repairs shall be accomplished without written permission from the Owner. B. Weed Control: Keep all planted areas free of weeds and debris by cultlvatlng areas at intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. C. Pest Control: Spray oil plants and planted areas at beginning of maintenance program and as may become necessary thereafter by on approved method of pest control, to keep oil plants and planted areas free of Insects and disease. Method shall be reviewed by the Owner prior to any oppllcotlons. Pest Control shall Include Gopher control. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep ln bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8 -ACCEPTANCE Of PROJECT 8.01 General: Upon completion of lnstollotlon, a maintenance period of o minimum of 180 days for all landscaped areas Is required prior to flnal acceptance of the work by the Owner. The Commencement dote for the maintenance period shall commence upon written approval for all phases of planting Installation by the Owner. Maintenance period shall be adequate to verify plant characteristics and ntobllshment. A. Two Inspections shall be mode that affect the establishment period: The first ofter all plantings have been completely Installed In order to approve the beginning of the establishment period, and the second at the end of the estobllshment period. If plontlngs ore not acceptable at the end of the 180 day period, due to defective maintenance, then continue estobllshment until all work meets with the Specifications and can be approved. B. At termination of estobllshment period all plant material shall be live, healthy, undamaged, and free of Infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before flnol acceptance of work will be mode. All areas ahall be neatly raked and free of weeds. FORRrnll HAAG. AAA. NC lANDJCAA; AAOlll:CIURE !AND PIANNNG 125<1 N. COAfT HIGHWAY LAGUHA BtA0-1, CA 921551 ~ 1949) 376-9066 ~ [949) 376-9067 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION PLOT DATE, "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE ~---------------IC\l DA 1E INITIAL DA 1E INITIAL OTfER APPROVAL CITY APPROVAL REVIE'w'ED BY, "'1:1::: ".'-:AP=PR=OVE~.A:tim,,~L....!~==----'z,~ ASSISTANT PLANNING DIRECTOR DA'TE Dv.N BY: I CHKD BY: ---, RV'w'D BY, . PROJECT NO. CT 03-01 I DRAWING NO. . 402-2T ...---------------------------------------------------------------------------------------------------~ r-----------Nfflffl II >/4"1 I rT"" 3/4 I 111 _,,,--CONTINUATION STUB 1 : 1 r OUT TO AOJACENT PHASE I .~11 I I 2 1 I I I I I 11 I I I 1 1 I I I I I I / 3/4" I" I 1/•r I 1/Z" 3/,,. T 1/4" -I 3/"f" J/-r' 3(4" - • 3/4" 3/f" • - 3/'I" 3/ ,;.· 11,r = 3/4" ... 3/4" 3/4" M7 SI/R • • • • • , - J ,;.,~ 3/'f" . 3/4~ 1/4= 1/4" I 1/2" CJ , 4 • 3/4" I 3/f" , " - -~ J/4 1 I 1/'f' I \ 30 ' Sl/ltB I -~ ' ' 31 I Sl/1'.8 I I I t I POINT OF CONNEC • • ?J/4" • 3("1" 3/,f." z 11-,· 11-,· • • • 3/4" 3(1" , 3/4~ 1/4" 3/1" 3(4" CONNECT 2" F!'s!:S5Ul'l:E MAINLI POTAeLE 2" EXISTING W 3/4" 0 METl!R <VEfltlFT" LOCATION IN FIELD "'TO IN&TAI.LATI ). UTILIZE EXl&TINCi eACKJ=LOW ~VENTER CONNECT NEUI MA VE FLOUJ SEN VALVE, A& &I-IOUN IN DETAIL 'A' &I-IEET LI!.. WAT!:"' METEl'lt LOCATION, (I) l"'AI.OMAl'lt CT. • l!&Tl'ltl!LLA Dl!L MAl'lt 1'1:0AD INTl:"'51:CTION. EXl&T!Na. &TATIC f"ll!E&eu!III! l:Z(l) !"&I DE&IGN P"'=&Sllfll!E 62 P&I MAXIMUM FLOW 3& Gf"'M WATl!llt P"'=&eu~ INFOll!MATION WA& oeTAINEP F"-01'1 CAl'ltL&eAP MUNICIPAi. WAT!:"' Dl&TI-tlCT. CONT ACT 51<:II"' l'<U&&ELL AT (11f!>(l)) 43&-2122. A I 1/2" 3/.,. --~----------©---- 32 SI/RB , . J/4" 3 'f" I • • tl 3/4• • • • • • • • • • • • • • 3/4" ~ \ I 3/4" I I ,. ,; •· op 1/ •· --11---11"' 0 / 1/4" • J/ " I • 3/,,. • • ;, • 3/,f" • • 3/f" .. + ----1--_1.L.c. ...... , • • + J/ TUl'.F •Sl/lt8 SI/RB 111 VOLT 2 AMP 6(1) C'T"CLE l"'OUJl!1lt f"'llltOVIPEP 15'T" OWNER IMIGATION CONTfltACT°"' TO MAKE FINAL I-IOOK-UF'. LOCATE NEA"' POINT Cl!'-CONNECTION (&EE DETAIL Tl-II& !DAGE>. FINAi. LOCATION TO l:IE AFPl"OVEP e'T" OU.NEflt'& ll!EFl'E&ENTATIVI!!. I 1/4 28 TUl/!.F 32 Sl/1'.9 I J 4" I 11•:.0--0--0- ' I 2~ 33 'SI/RB •I•" ---, AB 211 UJATER USE CALCULATIONS: TOTAi. WATl!l'lt US!!, MAUJ,tl,■ !!AIU.I■ MYt>i.oZONe "I TWIii"-&f"!ltA'T" 432 X .11£1 X 12,13& X IZIA,2/ .11£1■ i-m::>i.oZONI! "2 TU1111"-~Ofllt 432 X .11£1 X 14,22~ X t'JA.2/ .e&■ I-ITJ:>lltOZONI! "3 ~e-9f'"!ltA'T" 432 X M X 2&,19 X ll>A.21 .1fZI ■ 1-11 t>lltOZONI! 114 el-lllllJe-eueel.~ 432 X M X 1,6t')t') X t'J.62/ .'!121• OQ lt") g 1,216,1.i,,, GAL/Yl!Al'lt lMl.d!IM a.AL/'1'1!AA 313,161 GAL/'r1!:Al'lt 431,&29 GAL/'1'1!Al'lt 19"'46 GAL/'1'1!Al'lt II/ , TUl'.F l!AII.IJ TOT Al., 1,1/D&,436 GAL/Yl!Al'lt . 3/f" r I ' 28 Sl/ltB fORREIT K. HAAG, AJlA, INC LANDKAl'E ARCHllKIUlE LAND NING / 1112~ I I / 11•· I , 4• 114• I I I I I 11•· I I ., t>~, --,,,., " NOTE: FRE:55URE L055 CALCULATIONS, METl!l'lt 1-1.G.L.. METE"' EU!VATION P&I • METEl'lt YAI YI 0A21 33 4P"M 2" WA fl!lllt MeTl!l'lt 15ACl<FLOW f"ll<!:V!NTl!l'lt 2" FVC eel-I 3~ MAINLINE (612' LI'> 1'1:MOTE CONTROL VAi.Vi!! FITTING& ~eet.111!!! l"EGlUlll!EP AT l-ll!AP ELEVATION GAIN LATE~& Ml&c. TOT Al. l"l'lll!!&eUl"E LO&& &TATIC Fl'l:eet.11'<!! ~&!DUAL F!'E&SU!ltt! (/),& 1141 2.&& 3.-4 12 3&4' lf)41 &41 441 662& !"&I 1(1)"1 P&I 4(1).12 P&I LAND&cAl"E CONTl'l!ACT°"' TO VE"'IF'T" &TATIC WATER Fl'l:&61.111lE AND LOCATION Cl!'-WATER METER ANP IS TO NOTIF'r LAND&cAl"E ARCI-IITl!CT Cl!'-AN'T" Pl&cl-!EF'ANCIE& Ffltl°"' TO COMMENCEMENT C/1'- CON&Tl'alCTION. FAILUl'l!E TO PO 60 MA'T" ~euL T 1N CI-IANasE& TO IMIGATION &'T"&TEM AT NO ADDITIONAi. Co&T TO Tl-IE OWNER. CONTROLLER LOCATION--- \ Ae E><l$-,-INGi COMBINATION METER _OCAT!ON E&Tl'i!ELLA PE MAR ROAC> NOTE, .,.1-115 MAF 51-10W5 E><15TING CONDITION:> FRIO's TO NEW CONSTRUCTION-TAKEN FROM ALTA AC5t-" LAND SURVEY POINT OF CONNECTION LOCATION PLAN SHEET l<EY N.T.6 FOR IRRIGATION LEGEND SEE 51-IEET Ll& "AS-BUILT" ~ .... ,:!l «·Sff'flt.B 30 ;.1-,t·coAfTHIGHWAY .__ 11.-,..1AGUNAlll"AOl,CA92651 APPROVED FOR PLANTING AND E /// l'!['/'9J376-9066 f.19•~1376-9067 IRRIGATION ONLY, INCLUDING PRECISE TITLE. _______ _ •t•· /4-:,' .< ., ~'if,'.'/~ LOCATION OF PLANTING AREAS. 1-R_E_V-IE_W_E_D--BY-, ------------.1 C\l DATE SHR/3 74' ~=··,·=t=¼=f~~=·TT"·=·=·+=T·===-==============~=======+====~===+====~===-.r.:::;:::::::::;;:::;:::IN~S~PE~C~T□~R::;;:::;;;;;:::::;:;:::::;;;;:::;;::;::::;;;:=:::::::;~D~AT~E=::-li ! t---+--1----------+--1--4-----1----1 ~ CITY OF CARLSBAD fSHErnl9 [C__, ~ PLANNING DEPARTMENT l_!U i:--- // ;:=='...=:==L=A=c=o=s=T=A=R=E=s=o=R=T=&=s=P'...':A== ~ ,~ IRRIGATION PLAN ::::,) .a VILLAS PHASE 1 rr. iii,,... _. CARLSB.4JJ, C.UUORNIA v ~ l ~ 11 lo-II-as-u ~1 ASSISTANT PLANNING DIRECTOR DATE Z 1 11 \ DWN B r_, DA~ INITI•• Y: ---PROJECT NO. DRAWING NO. ,.._, · -. • • -DA TE INITIAL DA TE INITIAL . r· i . ._I REVISION DESCRIPTION CHKD BY: --CT 03-0 f 402-2T C., L---------------------------------------------------------------------------------,;;;;....:,1_.;,·_.;,'·-· ·;.· .;.'_,.. __________ ..Ji;;EN;;,G;;;IN,;;E;;;ER;;.;;Of~'Mli;;R;;;K;,i. ___ ~-------------.J.::;DT~H::ER:.:APPR;:;,:o:;v:AL:;J_:;C~ITY:.:;;APP:;:;;R:::O:VA:LJ.;R;V;;;W;;D~B;Y~~~;.!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;'.I ~ &ET Fl'Eeet.l!E "1:GIJLAT°"' TO ~ 1"61. I ! H I 12 11 Mil'<. f .-.------~ .............. I. CUl".e, SIDEWALK. ETC. 'J. flil!OUND FL.ASTie VALVS eox W/ LOCKING TOP (LAeELE:::> MASTER VALVE! &ET I" AElOVE F'NISH C.RADE IN PLANTING: A~A& ONL v_ 3. FINl814 G.f<ADE. 4. COMMON ANO CONTlll!:OL UJl~S TO CON-f~:OLLl::R LOCA flON. ~-MASTER VALVE /l'IEF!!R TO LEGEND!. ~ 6. FVC MAINLINE. 1. 2 Cr. PEA GRAVEL 5UMF. e. FLA'iGED CONNl=CTION6 /TYF. 2 FLACESJ. NOTES • ALL VALVES TO eE INSTALLED .N S>HOUe AREAS. PRESS. REGULATING MASTER VALVE E 1--.. --0 LEGENO er Ali'<LEee &TEEL "6Tl'tONGeO><" ENCLOSURE. IN&T ALL FER MA'sU•ACTJRER5 &FECIFICATION8 2 RA!Nl!'5IRD RBD-eEx RAfN SENSOFi!. INST A-L PER MANuFACTIJRER5 5FEC'.FICATION&. 3 IRRIGATION CON~LLER 4 GFI TYPE $WITCH ~/ ON-OFF SWITCH !; TERMINAL STRIP AND CONTROL W.RE5 6 I" FVC ELEC~fCAL SWEEP !=OR FLOW $ENSO;< WIRES 1 EPOXY SEALANT e CONCRETE FAD Ae FER CONT=LLER :NCLO&URE MANUl'ACTURER'5 5FEC6. ~ FINl5H GRADE \e, 311 FVC ELECT!CclCAL -6WEEF' FOfili: LOW VOi. T AGE CONT=L WIRES ll I' FVC ELECTRICAL SLl.lci=F' FOR lliZl VO-T PaulcR ..LJIRE5 12 3/4" X Sb" COFP!=~ G~OUND ROD CCNNl::CT A& F'f:R MANUFACTU~R PEDESTAL MOUNT CONTROLLER Ll!Gl!NP I. I-IA~:DSCAFI!: SUl'tf=ACE. 2. CLEAN !>ACKFILI. AS ctEQUll'tED. TO BE &ET IN 1611 Llt=TS. REFER ro 5FECIFICATION5 FO'< SPECIFIC '1ATERIAI. AN::> COMPACTION REQUIREMENTS. S. CLEAN 8AND. .;_ LATERAL LINE WITH SLEEVE. 5. FRE5SUfii2E MAINLINE WITH SLEEVE. "· CONT~!.. Wlp;£S 4 COMPUTER HAl'<DWAR!' WIRE SLEEvE. €," -0 NOT'E:81 -1 " IL > z -1 -1 IL I /ii Ill t-"' ...I IL <ll \J w w ca ci a L -W~ 6 IL OC r: oc w w Cl 2~ Jc ALL 6LEEYE6 TO l!IE FVC. ec~. 8itJ AND nlkJ AND ON!! l-lA:..F (2Y:i) TIMES Tl-IE DIA, a= T~E WOFi!K.I1\a PIPE. CLEAN 6ACKF!LL MAY ee 6Ul'96TITUTED FOR 5AND UNDE!ii:: WAi. .. K5. F I. FINISl-4 GRADE 2. ltll" DIA !00\.ND VAL VE eox WITH LOCKING LID "'ltll MANUFACTURED EIY CAIQeON INDUSTRIES!. MA~D "Q.C." CN COVER 3. GIJICK COUPLING VAL VE 4. l"VC SCH °"' Rl!;EF< &. (l! l"VC STREET El.LS •· PVC 604 e,z, NIFFUS 1. PVC TEE 8. l"VC OCH 4'2l ELL ~-l"VC MAIN LINE le>, ONE cue1c FT, C1= ¾'1 C~SHED ISOCK NOTE, INSTALL •" •F<OM NEARE&t ADJACENT F'AVED AllcEA QUICK COUPLING VALVE =I I ... I - ~ ~I I I - . N - 111 --111 Ii 1--111 -m·- =111=111=: 11=1 LEGENO I. FINl5H GRADE 2. FL.Aerie VALVE eox wm-1 LOCK.ING, LIP MA~D 11cSI.V}' ). GATE VALVE 4, ONE cuei1c FT. a= 3/4" C~6!--IED ROCK ~-FVC MAIN LINE //,. eRAse UNION NOTE, ,. f'VC ec~ W MALE ADAFTO"' (1 "'EQUIREDJ 1!1. f'VC 8'4C erZ! NIFFLE GATE VALVE NOTES, 1. INSTALL VALVE eo:x SL.Cl-I TI-IAT T~ TOF ct= T~E COVER IS 211 Ae<?VE FIN15j-,j GRAPE IN GRQIJNP COVEi'< AREAS AND FLUSH WITH TURF AREAS 2. ALL QATE VAL VE8 OVER 2" IN 6IZE 6HAI.L 6E 60>< HANDLE GATE VALVEe LEGEND FINIS>-! GRADE 2 Rfir:> DEVICE SEE LEGIEND FOR S,FECIFICATION 3 6RAM 6ALL VALvE TY" 4 ?3RA56 NIFFd:e, MIN. 4" TYP. !; eRAee ELL. 4 REC>UIRED €, 6ACKFLOW ENCLOSURE FER LEGEND 7 FRE&SURE REGULATOR IF SPECIFIED 8 6RA66 UNION. 2 REQUIRED ':'l BRASS RISERS LENGT..l AS REQ. 112) PVC MAINLINE TO MASTE!'ii:! VALVE 11 SCH 8(2) F'VC FEMALE APAP"ER 12 6CI-I 8t2) F'VC NIF'F'LE ~!I MIN, 13 FVC MAINLINE , 6AGKFI.OW 5>-!Al.l. BE TE5TED e,y A CEl'tTIFIED TE5TE"' AND RESUI. 7& MUST BE GIY!:N TO THE OWN.Efii! PND THE WATER DISTRICT FER CIT'f SF'ECIFICATICNS. , FIFE ElETUIEEN T>-IE METER AND BACKFLOW SHALL ElE "SCHEDULE I< HARD COFFER" FER CITY l:>FECIFICATION5. • INSTALL FEIS CM.WD. STANDARD DRAWING• W-2!Z! B C i, 4" MIN. i, 1 1 4 I' i 111 i I I I 4 111 111 ~ 111i~11i1 1 " A 4 1- I. FINISH G!'<AD!S 2. CU"lfl, WALK Cf< FCUNDATION 3. FOP-CF 5FRAY HEAD 4. PVC OCH W F<ISEl't ~-FVC SCH e!Z! NIFFU! 6. FVC LATERAL LINE 7. 11J.IO PVC &TRE!!T ELLS e. FVC SCH 4!Z! ELL ~-FVC TEE POP-UP SPRAY HEAD -0 LEGEND I. CUl".e, SIDEWALK, ETC. "· PVC T x 'r MA~EX 6T~ET ELL- 2. FINl5H GRADE. 1. SCHEDULE t,!Z) PVC NIFf'LE • ). FOF-UF =TOR HEAD WITH MIN. ltZ'11 LONI'.$. ANTI-DRAIN VALVE. SET TOF e. SCH. W F'VC TxT MARL..EX OF HEAD 112" ABOVE GRADE. 5T"!EET ELL 4. ec.i. Ml PVC NIFFLE t. e,;:1-1. 612> F'VC Sx$xT TEE. MIN. 211 LONG. ~-SCH. ~ FVC TxT !=LL l!Z!. LATERAL LINE FIFE AND FITTING. POP-UP ROTOR HEAD 8 LEGEND I. FINl;;H G!RADE 2. FI.Al>TIC VAi.Ve eox WITH LOCKiNU COYER MAfo:K "RC .. V.11 AND ST ATlON NO. ON CO\/ER LOCATE IN 8HRU6 BED. 3. 5NAf'-TITE ELECTRICAL CONNECTOl'<e 4, F'VC SCI-I 8"' MALE ADAPTOR (2 RE'.QUIIQEC) ! FVC SCH ~_, "'I6El't 1 ,i,. FVC TEE 1. FVC MAIN LINE 8. ONE CU61C FT. OF '/4" Cl'eU5HED = A M Ll!GeNO L e:xrern-ic:, 211 WATER METEflt-1~"'! F!I l. GATE VALVE 3. l"ACKFLOW FREVENT010I 4. Fl'<ESSUl'IE RE®I.ATING MAe°'.'El't VALVE ~-FLOW S!!NSOl't ,i,. QUICK COUFLEl't 1. Fl'IES5Ul'IE MAINLIN! LEADING TO F~FOSED IRRIGATION 5YSTEM Fi!EFER TO PLAN FOR C~l'i:ECT SIZING 8. ~eeURE MAINLINE LEADING! TO EXISTING UJATER SYSTEMS Sl. POINT O" CONNECTION TO !!Xl5T NG &" MAIN 7 NOTE, ALL EQUIR1ENT TO ~I! INSTALL!:l? , Fl=R CITY 01= CARl$!3AP LAN:::>SCAPE MANUAL. POINT OF CONNECTION lll!!l!IGsATION Ll!GsEND !!Iii ••It ••ca &'l"Ml!IOL & .. ,. ...... a,, 0 lh .6 d:. &, 6 ... w w ♦ • • ~· ,;, VY " v • ~ ~· ~ V V ---... -------- • [Eil ~NO. l'"A'ffl!111N C>UClllll"TION iltAINel~ ·III04-& GlJ-1 ,4• l"Ol"-Ui9 TU!II" -.S.Y ,,, .le, .21 •• 0 iltAINel~ III04-• Q,T.MJI ,4• l"Ol"•Ui9 TU!II" -.S.Y ,,, .2• • .» . .&2. ~ •· 0 l'ltAINel..:>!M4-MP Q,MJ" 411 ~ ... LP l\.RI ~y ,,, .H, -~ 1.61 !ti' 0 l'ltAINel~ III04-12 GlJ-IJI' ,4• 1"01"-UI" TU!II" -.S.Y ,,, .. ,.1.11, 2 .. 12' e iltAINel~ IM4-1' Q,T,H,I' ,4' l"Ol"·UPo TU!II" -.S.Y ,. .92, 1.25, LIi, ,., 11' iltAIN19ffllD IIH-l•Ml"llt-s&-<11 41 ,4" 1"01"-UI" 'MIi' .-,.rOIII I& i.., lM' l'ltAINl!lffll:) IIH-l•Ml"llt•»-T T "'" l"Ol"·UI" TU!II" ~Oil I& 2A6 lM' lltAINl!lffll:) --Ml"llt-:9&-W lo! "'" 1"01"-UI" TU!II" ~Oil ,. ») Sal' lltAINl!lffll:) --Ml"llt-:9&-I' ~ "'" --ui-TU!II" ~Oil I& ... 2 lM' l'ltA~ .. 12-lole:I 1"1-000 11,11 ~-UI"' ......... , l!fll ,. tllH l'ltA~ .. 12-llc&T 8'11'1!!AM 6 11 ,-c:,pa, .. w-1,,-:m, rar1 • ,. tllH l'IIA-..:> --• Q,T,M •" 1"01"-Lil"' ., ,,. e -Y ,,, J, ·"· .21 •• (I) l'ltAINel..:> , ___ Q,T)-1.1' •" l"Ol"·Lil"' 91 ll'lla -.S.Y ,. l•. JI&, M, 1.111,4 •• • l'ltAJNel..:> , __ "" Q.Ti-1.1' •• l"Ol"-UI" 81 ll'lla -y llfll .H, .&2 •• 111, 1.6, le' • iltAJNel..:> ,--12 Q,T,H,I' •• l"Ol"·UI" l"ll'lla-T ,,, ....• 11. 1.!I, 2 .. 12' e l'ltAJNel,-, -·• Q)-1.1' •• l"Ol"-UI" 11111'1:e -y llfll .92. I.ell.,., ,., --MAINLINI!! IN 1"LANTl!l't AN!;I,, )t,4" TO I-It:', 1"YC ecM 4'0, 2' AND L~ ,_ 1"YC Cl.A&& Sit, 1!llJ1IIIY 61.!l!VIED 1"YC HIN. Ill" ML.0W Cil'IIAPI l'Olt P'IDll&T1'11AH, M>" l'Olt VIMI~ NGIN·l"N!&el.N LATl!iltAL 1"YC ecM 41D 1IITM 1"YC IOI 41D "TTING&. 1!!U1'llY 8Ll!l!Yl!D 1"YC MIN. 12" l!IELOW Gl'iAD!! l'Olt f'!!D!!&TI'llAH, »" l'Olt Yl!HICUL.Al'I. IIIIZE NOTED. l"'IA! 1111.l!eYINCI 1"YC ecM M l'Olt MAINI.INI! ANP Wllll!III UNDLR \ll!MICUL.,1,1'1 .-AvlNCl. ecM 41D l'Olt 11AINI.INIE, Wl1'11!8 ANP L..4Tl!lltAL.6 UNDLk l"EDl!&TlltlAN PAYIHa.. IXTIIND 12' l!ll!YOHD ,-AYINCi. WIN! 1111.l!l!YINl!i 1"YC IOI M UNDLk \ll!HICU! PoAI/Ncl UV ,,,,. C0\11!1'1. IIICI-I. 4'0 1.NDLR l"!!!Pl!81lltlAN PoAYtlG UV le' C0\11!1'1. l'IIAIH9lll!P 1"l!lS ~ 111!1 toll! cc:tl'11'l0L VAl."1!. 61%1! NOT!D. N1IICO LINE &!%ID BALL VAL.YI! leLeoN 1•-1) 41Ulc::1( COUl"I.INl!i VAL'JII-ll/,4' <ll'lllllll0U:> '!12Y 1"1ll1!llllll11 PIF"U ATINl!i MAIIT'l!llt VALYW. 1-..u. Y CI.Oll!C» -2'. ll!T AT181"81 DATA N>IJ&T11t1AL6 l'LOW el!N&o1lt '22"'1" 1!1111 l'ltAllelJIID 11'1-"'8, "'8 IIITATION AIJTCIMATIC c:c:NTl'OLLl!l't WITH l'l&D-l!ll!!x l'ltAIN 61!Neoiot DIIYICI!, l"IDIEIIITAI. MQUNT IN A 'IITIIIONGll!OX' ~ MODEL • &e-18De&. &!!E DETAIL. <D<lUl!ILI! ~ l!NCLOIIIUIII! TO ACC0!'10DATI! eeCOND c:c:NTl'IOI..Lel't F011t FUTIJl'tE DIIV!!LOl'MeNT °"' OF &AME: 1"0INT OF CONlol!CTION! l'!l!IOO MYA "5DUCl!D l"!lll!MUN! l!A/"l(PLQW ~Ill • 2' l!Xl6TINl!i 2' l"OTAl!'i.l! c::a-1e1NATION WATl!1"' 1"1£11!111-"1!11111'Y LOCATION 1H ~11!1.0 l"IIIIOIII TO IHIIITALLATION IEI LR ,,;, CIVIL i!N(IINl!l!IIIINCli DIIIAWING& l'Olt M01E ""'°"' IATION Y AL YI! Nl.t11!l1!!111 --1'1.0W 1H a.Jl'M. ,.,NOTl!=:::111,..__ __ VAL.YI! &IZI! t UN! l"Ol"·UI" 1-ll!ADe WITH '6,,IM' l!IUILT·IN Cl-ll!CI( VAL\11!6 TO l"N\ll!NT LOW 1-11!,.t,C> DIIIAINAOII!. 2. INIIIT ALL IIIAllel~ l"C9 ec:N-All _M_,.. IN OIIIDl!III TO l"1CVl!NT OVl!llll"IIIAY ONTO il!AI "'lll. WAL.Le. COLi.t'H6, ETC:. J. ALL LATl!l'IIAL LINI! AND MAINI.INI! INIIITALU!D UNDLk ,6C l"AYINcl, TO !!le ~D WITH 1"11"11 8Ll!l!YINcl, (2 TIME6 LINI! IIIIZEJ. Net ALL f'!!1't 61.!!VING lll!!QUll'l!!MENTIII IN LeG1!ND Al90VI!. ,4. HIIIT ALL 1"01"-Lll'III WITHIN 141')' Of' ALL l"!!!Pl!IIIT11t1AN UR AIEAlll 1"1!111 CITY 0/' C Al'IL&eAP LAND8c: "'"1! MANUAL. t. NOTll'Y LANDec: •1"1! Al'Cl41Tl!CT l"IIIIOIII TO IHIIIT AI.LATION II' ANY Dl8c:1 21 'ANCll!III OCCl.f!\.□T DATE• 10/01/04 FOllllfJT K. HAAG, A.JlA, INC. lAl>OJCAft ARCHITKIUI.E IA>ID PI.AmNG 1254 N. COAST HIGHWAY IAGUolA BEACH. CA 92651 ~ (9491376-9066 P. (949) 376-9067 "AS-BUILT" TITLE _______ _ DATE APPROVED FOR PLANTING AND ffiRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1-------------------11 C\l REVIE'JED BY• :::j:j: INSPECTOR DATE ~ CITY OF CARLSBAD ~ t---ll--+---------------l---+--4----1---1 ~ PLANNING DEPARTMENT l_:.:__j :=====-============:::::::=====~= L!I COSTA ~ESORT f SPA IRRIGATION PETA/LS VILLAS PHASE f CAJILSJW), CALJFOIINU " ..... <t E- E-.,_ :::s (I1 ~ r::n -----/2,21-o'I ~ ASSISTANT PLANNING DIRECTOR DATE Z BACKFLOW PREVENTOR D CONTROL VALVE EN;::ER :N1WOR11 "LK REVISION DESCRIPTION DATE INITIAL DATE INITIAL g~~oBJ~:-::-__-:_-_-J;0~c;_N~., 4°RoA2WING2NTo. ~ L.:J:::..JL,__S::,:L:,:E::EV:.:.,:,;IN;,.,:.:Q::,.. ______________ .L,..;,..L,.. _____________________ ,L..._1,,.,_ ____________________ ..i.. __ ....;,..J., ___________ .J.::□:THE:R,:AP;PR:::;□v;,:AL;,J.,:;:,c1TY:.:.,:"P;:::PR:::;ov:;AL;J,!;R;;;V;;'w;;D;;B;;;Y•~~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,,I <t IRRIGATION SPECIFICATIONS PM! 1 -GE'.NERAL 1.01 OESCRIPTION A. Scope of Work: Provide all labor, materials, tronsportotion, and services necessary to furnish end install the Irrigation System as shown on the Drawings and described herein. B. Standards: All work and materials •hall comply with governing codes, sofety orders, standards, and regulations, and meet the minimum requirements of the Standord Specifications For Public Works Construction (Green Book) latest edition. 1.02 QUALllY ASSURANCE &: REQUIREMENTS A. Permits ond Fees: The Contractor ohall obtain and pay for any and all permits and all observations as required. B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed In all cases where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Speclflcatlons, C. Ordinances and Regulations: All local, municipal and state laws, and rules end regulations governing or relating to any portion of this work are hereby incorporated into and mode a port of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained In these Specifications shall not be construed to conflict with any of the above rules, regulations, or requirements of the some. However, when these Specifications and Drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than ls required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence .. D. Explanation of Drawings: 1. Due to the Scale of the Drawing,, it · is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affectlng all of his work and pion his work accordingly, furnished ouch flttin9s, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work sholl be installed in such a manner as to ovoid conflicts between the irrigation system, planting and architectural features. 2. All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in the specifications. .3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when It ls obvious in the field that obstructions, grode differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the City of Carlsbad. In the event this notification Is not performed, the Contractor shall assume full responsibility for any revision necessary. 1.03 SUBMITTALS A. Material list: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications. No substitution wlll be allowed without prior written approval by the City of Cartsbod. 2. Complete moterlol list shall be aubmitted prior to performing any work. Material 11st shall lnclude the manufacturer, model number, and descrlptlon of all moterlol1 and equipment to be used. Although manufacturer and other information may be different, the following is a guide to proper submittal format: 111to t!lsa. PM9®tion Maaufa~:tum:: Modm No. 1 Backflow Preventer Febco 1325Y 2 Automatic Controller Calsense ETI-DTR2 .3 Master Valve Clayvoi 136ACSKC-24V 4 Etc. Etc. Etc. Irrigation submittal must be opeclfic and complete. All items must by listed and should include solvent, primer, wire, connectors, valve, bo~es, etc. No copies of manufactursr's literature (catalog cuts) ore required as submittal information. .3. The Contractor may oubmit substitutions for equipment and materials listed on the Drawings by following procedures as outlined in Section 1.05 of the Irrigation Specifications. 4. Equipment or materials installed or furnished without prior approval of the City of Carlsbad may be rejected and the Contractor may be required to remove such materials from the site at his own expense. 5. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings and Specifications on the basis of the information or samples submitted. 6. Manufacturer's warranties shall not relieve the Contractor of his llobility under the guarantee. Such warranties shall only supplement the guarantee. B. RECORD DRAWINGS: 1. The Contractor shall provide and keep up-to-date a complete record set of blueline diazo prints which shall be corrected dolly, showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Carlsbad at cost. This set of drawings shall be kept on the site and shall be used only os a record set. C. D. E. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets dally as the work proceeds, showing the work as actually Installed. For example, should o piece of equipment be installed in a location that does not match the pion, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as Indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan at the proper time. .3. Before the dote of the final observation, the Contractor shall transfer all information from the "record drawing" prints to a sepia mylar or similar mylar material. Arrangements shall be mode through the city for obtaining sold sepio mylar or similar mylar material. All work shall be in waterproof India Ink and applied to the mylar by a technical pen mode expressly for use on mylar material. Such pen shall be similar to those manufactured by Ropidograph, Kueffel &: Esser, or Faber Costell. The dimensions shall be made as to be easily readable even on the final controller chart (see Section C). The original mylor "record drawing" pion shall be submitted to the Citr. of Corisbad for approval prior to the complet on of the controller chart. 4. The Contractor shall dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, rood lntersectlons. etc,. the location of the following items: a. Connection to existing water line■• b. Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler preasure llnff (dimenaion max. 1 oo· along routing). •· Sprinkler control valves. f. Routing of control wiring and locations of all splice boxes. g. Quick coupling valve1. h. Stub-outs for future connections. I. Other related equipment as directed by the City of Carlsbad. !5. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of Carlsbad. Delivery of the sepias wlll not relieve the Contractor of the responsibility of furnishing required Information that may be omitted from the prints. Controller Charts: 1. As-bullts drawings shall be approved by the Owner before controller charts ore prepared. 2. Provide one controller chart for each controller sequence. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart ls to be a reduced drawing of the actual installed eyetem. However, In the event the controller sequence Is not legible when the drowlng ls reduced, It shall be enlarged to a size that will be readable when reduced. !5. The chart shall be a block line or bluellne ozalld print and a different color shall be used to Indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetlcolly sealed between two pieces of plastic, each piece being a mlnlmum 20 mils. 7. The■e charts sholl be completed and approved prior to the final field observation of the irrigation syetem. Operation and Maintenance Manuals: 1. Prepa,re on d deliver to the Owner within ten calendar daye prior to completion of construction, two hard-cover, three ring binders containing the following Information: a. Index sheet which states Contractor's name, address, and telephone number, and which lists eoch Installed equipment and material Item Including names and addresses of manufactures local representatives. b. Catalog and parts sheets on every material and equipment Item Installed under this Contract. c. Guarantee statement. d. Complete operating and maintenance lnetruotlons on all major equipment. 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with Instructions for major equipment and show evidence In writing to the Owner at the conclusion of the project that this service has been rendered. Equipment to be Furnished: 1. Supply as a port of thle contract the following tools: a. b. c. d. Two (2) seta of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. Two (2) four-foot valve keys for operation of gate valves. Two (2) keys for each automatic controller. One (1) qulck coupler key and matching hooe swivel for every five (5) or fraction thereof of each type of quick coupling valve Installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final observation can occur, evidence that the Owner hos received material must be shown to the Owner. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling of PVC pipe and flttlnga: The Contractor la cautioned to exercise core in handling, loadlng, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported In a vehicle which allows the length of pipe to lie flat so as not to subject It to under bending or a concentrated external load at any point. Any eectlon of pipe that has been dented or damaged wlll be discorded, and If Installed, •hall be replaced with new piping . 1.05 SUBSTITUTIONS A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and Specifications, he may do so by providing the following information to the City of Carlsbad for approval: 1. Provide a statement Indicating the reason for making the substitution. Use a separate sheet of paper for each Item to be submitted. 2. Provide descriptive catalog literature, performance charts and flow charts for each Item to be substituted. 3. Provide the amount of cost savings if the substituted item is approved. B. The City of Carlsbad shall hove the sole responsibility In accepting or rejecting any submittal Item as an approved equal to the equipment and materials listed on the Drawings and Speclficotlono. 1.06 GUARANTEE A. The guarantee for the Irrigation system shall be mode in accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications ahall be flied with the Owner prior to acceptance of the irrigation system. B. A copy of the Guarantee form shall be Included In the operotlono and molntenance manual. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information: GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the Irrigation system we hove furnished and Installed is free from defects In materials and workmanship, and the work hos been completed In accordance with the Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair or replace any defects In material or workmanship which may develop during the period of one year from dote of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no oddltlanal costs to the Owner. We shall make such repairs or replacemento within a reasonable time, as determined by the Owner, ofter receipt of written notice. In the event of our failure to make euch repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to hove said repairs or replacements mode al our expense and we will pay the costs and charges therefore upon demand. PROJECT: __________________ _ LOCATION: ___ ~---------------- SIGNED: __________________ _ ADDRESSED: PHONE: ______ _ DATE OF ACCEPTANCE: ___ _ PART 2 -PRODUCTS 2. 01 MATERIALS A. General: drawings, Use only new materials of brands and types noted on specified herein, or approved equals. B. PVC Pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2" and larger shall be PVC Closs .315. 2. Class 315 pipe shall be made from an NSF approved Type 1, Gorde1, PVC compound conforming to ASTM resin specification D17134. All pope must meet requirements 01 set forth in Federal Specification PS-22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe). 3. Pressure main llne piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded Joints. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grode 1 PVC compound conforming to ASTM resin speclflootlon D1785. All pipe must meet requirements as set forth In Federal Specification PS-21-70. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent-weld pipe obd fittings shall be of type and Installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in P.S.I. •· NSF' (National Sanitation F'aundatlon) opprowl f. Dote of extrusion C. E. F'. G. H. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. PVC Nan-Pressure Lateral line Piping: 1. Non-pressure burled lateral line piping shall be PVC Schedule 40 with solvent-weld joints when installed In planting areas. 2. Non-pressure lateral line piping installed under paved areas sholl be PVC Schedule 40 with solvent welded joints. .3. Pipe shall be mode from NSF approved, Type I, Grode II PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specification PS-22-70 with on appropriate standard dimension ratio. 4. Except as noted In paragraphs 1, 2, and .3 of this section (2.01 B), all requirements for non-preosure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in section 2.018 of the Specifications. Valves: 1. Boll Valves (1-1/2" and smaller) a. Ball valves shall be a 125 lb SWP bronze valve with screw-In bonnet, nanrlslng stem, and solid wedge dl1c. with a stainless steel handle. b. Ball valves shall be similar to those manufactured by Nlbco or approved equal. c. All Boll valves shall be Installed per detail. 2. Gate Valve (2" and larger) a. b. c. Rffflient Wedge Gate valves shall be epoxy coated cost Iron and equipped with a 2" operating nut. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts or approved equal, All Resilient Wedge Gate valves shall be Installed per detail. Quick Coupling Valves: 1. Quick coupling valves shall have a brass. two-plece body designed for working pressure of 150 P.S.I. 2. Quick coupling valve shall be operable with a quick coupler key. Key slze and type shall be as shown on the Drawings. Check Valves: 1. Swing check valves 2" and smaller ■hall be 200 pound W.0.G. bronze construction with replaceable composition, neoprene, or rubber disc and 9hall meet or exceed Federal Specification WW-V--51D, Claes A, Type IV. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.1.P. thread Inlet and outlet. Internal ports shall be stainless steel and neoprene. Anti-drain valve shall be field ad)Jstoble against drowout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Val con • ADV" or approved equal. Control Wiring: 1. Except oa noted otherwise, connections between the automatic controllers and the electric control valves shall be mode with direct burial copper wire AWG-U.F'. 600 volt. Control wiring Installed In control wire conduit within structure shall be mode with AWG-TW solid copper wire. PIiot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install In accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than fl 4. 2. Wiring shall occupy the some trench and shall be Installed along the same route as pressure supply or lateral lines wherever possible. .3. Where more than one (1) wire lo placed In a trench, the wiring shall be taped together ot lntervola of fifteen (15) feet. = It HAAG. ASIA. K LANDKAPE AllO!nrcl\.llE LAND Pl.ANNING 1254 N. (DA.fl HIGHW._Y =A BEAO-l. CA 926.11 I. J. 4. An expansion curl ahall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely In trench without stress or stretching wire conductors. 5. All splices shall be mode with Scotch-Lok #3576 Connector Sealing Packs, Rolnblrd Snap-TIie wire connectors., or approved equal. Make only one splice with each connector seollng pack. 6. F'leld splices between the automatic controller and electric control valves wm not be allowed without prior approval of the City of Orange. Electric Control Valves: 1. All electric control valves ■hall be the 1ame alze and type shown on the Drawings. 2. All electric control valves shall have a manual flow adjustment. 3. Provide and Install one control valve box for each electric control valve. Sprinkler Heads: 1. All ■prlnkler heads sholl be of the same olze, type, and deliver the some rate of preoipltatlon with the diameter (or radius) of throw, pressure, and discharge aa ohown on the Drowlngs and/or specified in these special provisions. 2. Spray heads shall hove a acrew adjustment. 3. Riser units shall be fabricated In accordance with the details shown on the drowlngs. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5. All ■prlnkler heads of the same type shall be the some manufacturer. K. Sleeving: 1. Sleeving under vehicular hardscope or pawd areas for mainline, laterals and control wiring shall be SCH 130 P. V.C or approved equal, and burled .30" below grade. 2. Sleeving under pedestrian hordscope or paved areas for lateral lines shall be SCH 40 P. V.C or approved equal and burled 12" below grade. 3. Sleeving under pedestrian hardscape or paved oreoa for mainline and control wires shall be SCH 40 P. V.C or approved equal and burled 18" below grade. L. Miscellaneous Irrigation Equipment: 1. Refer to the Irrigation Plans for sizes and types of mlacellaneous Irrigation equipment. 2. All mleoellaneous Irrigation equipment shall be 01 specified or approved equal. M. Potable Control Valve Boxes: 1. Use 10" x 10-.3/4" round box for all gate wive■• Carson Industries #910-128 with green bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) Inches. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. Carson lndustrles # 1419-128 with green bolt-down cover or approved equal. 3. Use 6" diameter x 8-.3/4" deep round plastic valve box for all quick coupling valves. Carson Industries # 608-12 with green flex-look cover or approved equal. 4. Use 9-1/2" x 16" x 11• rectangular box for all electric control valves Installed within on-grade landscaped areas. Carson Industries (I 1419-12B with green bolt-down cover or approved equal. 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on-structure landscaped areas. Corson lndustrlea No. 910-128 with green bolt-down cover or approved equal. PLOT DATE, "AS-BUILT" TITLE _______ _ REVIE\,/ED BY• INSPECTOR DATE C\l ==I:!:: DATE ...:I < fSHm7 CITY OF CARLSBAD i----ii--;----------------f---+--+----1---1 ~ PLANNING DEPARTMENT r===:::..::;:l=;:A=c~o~5==7 A~R~E;:;S;:;O;:;R;::=T~f =sc==P=A=-==~ IRRIGATION SPECIFICATIONS L!£J E-< E-< 1-1 VILUS PH.ASK f c.ARLSBAD, c.ALITORNIA. ~ p:) ~ lfJ. APPROVE[ --..A >, =~~·'~·~/~~"~=---/~~-o/ u ASSISTANT PLANNING DIRECTOR DATE Z DAlE INITIAL DAlE INITIAL DAlE INITIAL DWN BY: ---I PROJECT NO. I DRAWING NO. µ::) ENGINEER or WORK REVISION DESCRIPTION □THER APPRaVAL CITY APPROVAL 2~~D 0;~, . CT 03-0 f . 402-2T C..t:J -----------------------------------------------..;,;,;,~~;i._ ____ ....;.,,;___.i.::,:~~.:.:.:=:;.J.;;;~~=~~~;;;;;;;;~~;;;!J<r: ~ D ~ I\) -i N. 0. IRRIGATION SPECIFICATIONS ( continued) l!lackflow Prevention Unit■: 1. 2. 3. Backflow prevention unit shall be of ■lze and t)lpe indicated on the irrigation drawings. Install bacl<flow prevention units In accordance with the Drawings. Wye strainers at backftow prevention units shall have a bronzed screwed boy with 50 mesh monal screen and shall be slmllar to Baney #100B or approved equal. All pressure main llne piping between the point of connection and the backflow preventer shall be Installed as required by local code. The Contractor shall verify with the locar governing body as to material t)lpe and installation procedures prior to start of construction. Submit shop drawing for approval. Automatic Controller: 1. Automatic controller(s) shall be of size and type shown on the Drawings. 2. :5. Final location of automatic controller(■) shall be approved by the Landscape Architect and Owner. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller locatlon Is to be fumished by others. The final electrical hook-up shall be the responsibility of the Contractor. P. Vandal Resistant Controller Enclosure: 1. Controller enclo■ure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller and terminal strip. PART J -EXECUTION 3.01 OBSERVATION OF SITE CONDITIONS A. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive approval from the City of Carlsbad prior to proceeding with work under this Section. 8. Exercise extreme care In excavating and working near ••lstlng utllttles. The Contractor shall be reaponslble for damagea to utlltties which are caueed by his operations or neglect. Check existing utffltles drawings for existing utility locations. C. Coordinate Installation of sprinkler materials lncludlng pipe, so there shall be no Interference with utllitles or other construction or dlfflculty In planting trees, shrubs, and ground covers. D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting wor~ on the Irrigation system. 3.02 A. PREPARATION Physical la)IOUt: B. C. 3.03 A. 1. Prior to Installation, the Contractor shall size stake out all pressure supply lines, routing and location of sprinkler heads. 2. All la)IOUt shall be approved by the City of Carlsbad. prior to Installation. Water Supply. 1. 2. The Irrigation eyatern lhall be connected to water 1upply polnt(s) of connection as Indicated on the Drawing■• Connections shall be made at the approximate location( s) shown on the Drawlnga. The Contractor Is responslble for minor changes caused by actual ■lte conditions. Electrical Supply: 1. Electrical connection■ for any and all automatic controllers shall be made to electrical polnt(s) of connection as Indicated on the Drawings. 2. Connections shall be made at the approximate locatlon(1) shown on the Drawings. The Contractor ls responsible for minor changes cause by actual site cond1tlons. INSTALLATION Trenching: 1. 2. 3. 4. 5. 6. Dig trench•• straight and support pipe contlnuou91y on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow layout Indicated on the Drawings and as noted. Provide for a minimum of twenty-four (24} Inches cover for all Irrigation lines ln■talled under paving or hardscoplng. Provide for a minimum of twenty-four (24) Inches cover for all pressure supply lines of three (3) Inches or larger In diameter. Provide for a minimum of eighteen (18) Inches cover for all pressure supply lines of two and one half (2½") Inches or smaller Provide for a minimum of twelve (12) Inches for all non- pressure lines. Provide for a minimum cover of eighteen (18) lnchea for all control wlrln g. D. E. B. Backfllllng: 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consiotlng of earth, loam, sandy clay, sand, 2. 3. 4. or other approved materlals, free from large clods of earth or stones. Backfill shall be mechanically compacted In landscaped areas to a dry density equal to adjacent undisturbed son In planting areas. Backfill will conform to adjacent grades without dips, sunken area,, humps or other surface lrregulorlties. A fine granular material backftll wlll be lnltfally placed on all llnee. No foreign motter larger than one- half (1/2) Inch In size wlll be permitted ln the Initial backfill. Flooding of trenchea wffl not be permitted. If settlement occur■ and subsequent adjustments In pipe, valves, sprinkler heads, lawn, planting, or other construction are necessary, the Contractor shall make all required ad}Jstments without coet to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltlc concrete, or concrete wlll be Installed, shall be backfilled with aand (a layer four ( 4) Inches below the pipe and al• (5) Inches above the pipe) and compacted In la}"'rs to 95" compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left In a firm unyleldlng condition. All trenchea shall be left flush with the adjoining grade. The Contractor shall set In place, cap and pressure test all piping under paving prior ta the paving work. 2. Generally, piping under existing walks Is done by jacking, boring, or h)ldraullc driving, but where any cutting or breaking of sidewalks and/or concrete la necessary, It shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalk• and/or concrete shall be obtained from the Owner. No hydraulic driving will be permitted under concrete paving. Aosemblieo: 1. Routing of aprlnkler Irrigation line• 01 Indicated on the Drawings Is diagrammatic. lnotall lines ( and various assemblies) In such a manner as to conform with the detolla In the Drawings. 2. Install NO multiple onemblie■ In plastic line,. Provide each assembly with Its own outlet. 3. lnotall all aseemblles opeclfled herein In acoordance with respective detan. In absence of detail drawings or Specifications pertaining to specific Items required to complete work, perform such work In accordance with best standard practice with prior approval of City of Carlsbad. 4. PVC pipe and fittings lhall be thoroughly cleaned of dirt, dust, and moisture before lnatallatlon. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC ta metal connections, the Contractor shall work the metal connection• first. Teflon tap<1 or gpp_roved equal, shall be used on all threaded PVC ta PVC, and on all threaded PVC to metal Joints. Light wrench preaaure • Is all that Is required. Yhlere threaded PVC connections ore required, uae threaded PVC adapters Into which the pipe may be solvent welded. Line Clearance: F. G. H. I. 1. All lines shall have a minimum clearance of six (6) Inches from each other and twelve (12) lnchea from lino■ of other trades, with the exception of the control wire sleeve(s) which •hall be Installed adjacent to pressure supply line. Parallel lines shall not be Installed directly over one another. Automatic Controller Assembly: Install as per manufacturer's Instructions. Remote control valves shall be connected to controller In numerical sequence as shown on the Drawings. High Voltage Wiring for Automatic Controller: 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. 2. All electrlcal work shall conform to local codes, ordinances, and union authorities having jurisdiction. Remote Control Valves: 1. Install where shown on the Drawln~•-Yhlere grouped together, allow at least twelve (12) Inches between adjacent valve boxes. Install each remote control valve In a separate valve box. Flushing of System: 1. After all new sprinkler pipe lines and rloers are In place and connected, all necessary diversion work has been completed, and prior to Installation of sprinkler heads, the control valves shall be opened and full head of water uaed to fluIh out the system. J. 3.04 3.05 3.05 3.07 2. Sprinkler head• shall be Installed only after flushing of the aystem has been accomplished to the complete satisfaction of the City of Carlsbad. Sprln kier Heodo: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be Installed In this work shall be equivalent In all respect■ ta thoee Itemized. 2. Spacing of heads shall not exceed the maximum Indicated on the Drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. TEMPORARY REPAIFIS The Owner reaerves the right to make temporary repairs as necessary to keep the sprinkler system equipment ln operating condition. The exercise of this right by the Owner mhall not relieve the Contractor of his responslbllltles under the terms of the guarantee as herein specified. EXISTING TREES Where It Is necessllry to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid Injury to tree■ and tree roots. Excavation In areas where two (2) Inch and larger roots occur shall be done by hand. All roots two (2) Inches and larger In diameter, except directly In the path of pipe or conduit, shall be tunneled under and shall be heavlly wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine 11 run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) Inch and larger In diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and where this Is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. FIELD QUALITY CONTROL A. Adjustment of the System: 8. 1. The Contractor shall flush and ad).ost all sprinkler heads for optimum performance and ta prevent overepray onto walks, roadways, and bulldlngs as much as possible. 2. If It Is determined that adjustments In the Irrigation equipment wnl provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also Include changes In nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heade by the Contractor shall be accomplished within ten (10) days after notification by the Owner. 4. All sprinkler heads shall be nt perpendicular to finished grades unless otherwise designated on the Drawings. 5. Rain Bird EFB-CP valves wHI be set per manufacturers specification so that each lateral operates at design pressure. Testing of Irrigation System: 1. The Contractor ahall request the presence of the Ctty af Carlsbad In writing at least 46 hours in advance of testing. 2. Test all presaure lines under h)'drostatlc pressure of 150 pounds per square Inch and prove watertight. Note: Testing of pressure main lines shall occur prior to Installation of the electric control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square Inch and proven watertight prior to paving. 4. Sustain pressure In lines for not less than six (6) hours. If leaks develop, replace joints and repeat test until entire system Is proven watertight. 5. All hydrostatic tests shall be made anly In the presence of the General Contractor and the City. No pipe shall be backfilled until It has been observed, tested, and approved in writing. 15. Furnish necessary force pump and all other test equipment. 7. When the Irrigation system le completed, perform o coverage test In the presence of the City of Carlsbad ta determine If the water coverage for planting areas Is complete and adequate. Furnish all materials and perform all work required to correct any Inadequacies of coverage due to deviations from the Drawings, or where the system has been wlllfully Installed as Indicated on the Drawings when it ls obviously Inadequate, without bringing this to the attention of the City of Carlsbad. This test shall be occompllshed before any ground cover Is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. MAINTENANCE A. The entire Irrigation system shall be under full automatic aperatlan for a period of seven (7) days prior to any pl anting. B. The Owner reserves the right to waive or ehorten the operation period. 3.08 3.09 3.10 CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to Its orlglnal condition. FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system In Its entirety for the Owner at time of final obser\/Otion. Any items deemed not acceptable by the Owner. shall be reworked ta the complete satisfaction of theOwner. B. The Contractor shall show evidence to the Owner that the Owner has received all accessories, charts, record drawings, and equipment as required before flnal site observation can occur. SITE OBSERVATION SCHEDULE A. The Contractor shall be reeponslble for notifying the City of Carlsbad In advance for the following observation B. C. meeting•, according to the time Indicated: 1. Pre-Job Conference -7 days 2. Pressure supply line lnstallatlon -24 hours 3. Lateral line and sprinkler Installation -24 hours 4. Automatic controller Installation -24 hours 5. Control wire Installation -24 hours 6. Pressure supply line and lateral line testing -48 hours 7. Coverage test -48 hours 8. Ftnal observation -7 days When observations have been conducted other than the City of Car1ebad, show evidence In writing of when and by whom these observations were made. No site observations will commence without • As-Built" record drawings. The contractor shall not coll for a site visit without • As-Built" record drawings, without completing previously noted correcttons, or without preparing the system for sold visit. FORl<EJTI\. HAAG, AILA, tie lANDSCAf{ AROll1KlURE LAND PIANNING s PLOT DATE• II AS-BUILT" 1254 N. COAfT HGHWAY LAGUNA BfACH, CA 92651 ~ 19491 376-9066 ~ 1949) '316-9061 UC. f4IIOII "!ff APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE 1----------------IC\l REVIE'JED BY• "I:!::: INSPECTOR DATE t--=l ~r=-= -=_1,=_: -=-! T=_: -=_: -=_: -=_: -=_: -=_: -=_: -=_: -~_: -=_ -==--:=_ T!:_ -==-,1=_ -==-T!:_ -==-T1:_ -:~:,;:::::::::::: 7 ~, :::;;;;:;;;;;:;;:::::::;::;;:::::;;::;:::;;;::;;;;;:::;::;;;:::;-;:;I ;;:;;;; .. ;;:;11 ~-CITY OF CARLSBAD 7 ~ PLANNING DEPARTMENT ::==='-'=L=A;:::C~0~.5~T~A~R~E:::5;:;0;:;::;:R~t;:;f;;::5=c=P~A-===~ ~ IRRIGATION SPECIFICATIONS § VILLAS PJUS8 t ifl CAJILSBAD, CALIFORNIA _AP_PR ___ o_VE...:,DU~,LL~~~--------/2.-2:3-o,; E'.; ASSISTANT PLANNING DIRECTOR DATE :Z, DAlE INlllAI. OWN BY: ---PROJECT NO. DRAWING NO. r..::10 1 DATE INITIAL DATE INITIAL CHKD BY: ---CT 08-01 402-2T REVISION DESCRIPTION RV'JD BY L------------------------------------------------------------------------------------------------------'EN;;:G1:NEER:;~o:F~WORK::J. ___ _,..,,;,...,.:.:,:,,;,__,.:.;_ ___ .J~DT~H:E~R~N':PRO;:v~~~L.J.~c~11Y~A:P:PR:o~v:-'l.:;J.;;;;;;;;;;;;;;' ==~;;;;;;,;;;;,;;;;,;;;;,;;;;,;;;;,;;;;,;;;;;~;;,;;;;,;;;;,;;;;,;;!,I <(! ~ c:, I\) • I'\) --I -m-•< I I I I I I I I I I •~, + L!iiii • • • • 0 0 • • l.l c ,\ • 0 --~.,,:•-·-"''" : "' , "'"""i ---.. i-... .. .,J_ . ··:.;_ ' • .,..,~~-., '~½, ~ llr" • • • • ___ ,_1 ____ _ -·-''' • r1 """"• .... "•-. '"' ' .. ._ 11111 --- • • • • • o-V ill / • 0 • 0 I I LIGHTING LEGEND KEY C>ESCT(/PTION T'l(EE UPLIGHT f'ALH T'l(EE L//;HT, "'II I I I I MANUF HAPCO HAPCO -(3) LIGHTS. TWO Ufl' # ONE C>OWN I I 0 • BOLLAlf.C> LIGHT P.OLE IGHT lf.ECESSEC> STEP LIGHT • • • • • 0 -,"" .,, -- FOROEfT K. HAAG, AAA, IHC LANDJCAPE ARCHllK1IAlE LAND PLA~ING 125• N. COAIT HGIWAY LAGUNA BtAOl, r:A 92651 "19<9} 376-9066 ~ 19<9} 376-9061 I I I I I I I I PELTA PELTA PELT A HAPCO I NOTES, • I I I I I I ' I I ' I ' I I I I I I I I • I I I I , , -.,. MOC>EL C>ETAIL BCL/6 WITHS~ MOUNTING STAKE 12 VOLT, ~o WATT, H1V6 lAHP {9149 W'Fl "IO' I lf.EFE1' TO HANUFACTU/tr,ET';'S SPECIFICATIONS FO/tr, INSTALLATION. SEE PETA/l P, SHEET 19 BCL/6-A WITH HCI-A HOUNT 12 VOlT, 20 WATTHlt.I6 LAHP {BAB WFl "IO'). lf.EFER TO HANUFACTURElt.'S SPECIFICATIONS F01' INSTALLATION. /NSTAll W.P. SEE C>ETAIL A, SHE'ET 1' SHA-PT /llACI< 70 WATT PLT "12 G•2"161."I lf.EFET'; TO HANUFACTUlf.Elt.'S SPECIFICATIONS FOlf. INSTAlLATIONS SEE C>ETA/l E, SHEET 19 LE OB-HP S-"100, PH, BlACK ~•.I"/'HIGH POLE BASE lf.EFE/tr, TO HANUFACTUlf.Elt.'S SPE'C/FICATIONS FOR INSTAlLATIONS SEE PETAIL F. SHef:T 19 WK-FL BLACK /3W'ATT WAH LI"/ -G W/ 1'EFE1' TO HIINUFACTU1'E1''S SPECIFICATIONS FOlt. INSTALLATIONS SEE C>ETAIL 8, SHEET t, S7 HOUNTING STAKE lf.E'Fe/tr, TO HANUFACTUlt.elf.'S SPE'C/F/CATIONS FOR PETA/LS f INSTALLATIONS lf.EFElt. TO ElECT'l(ICAl ENGINEE1''5 PLANS f C>ETAILS FOR CONNE'CT/ONS. SCHEMATIC LIGHTING NOTES 1. The Schemotic Lighting plans ore for the identification and location of fixtures only. 2. The electrical contractor shall be responsible for the design provision and installation of alt electrical equipment as necessary to insure o complete agency approved installation in conformance with the intention of these schematic documents. 3. The electrical contractor shall be responsible for <:ill permits and any or all shop drowings that mciy be required to obtain said permits. The contractor shall apply for oll permits and pay for some. 4. The electrical contractor sholl verify exact location (obtain location approval) of all lighting fixtures with the landscape architect and Owner prior to electrical rough-in. 5. The electrical conlroctor shall coordinate his work with other trodes and install all necessary sleeves, stub-outs, etc. as required. 6. All electrical work shall comply with the local codes and building department requirements. All materials shall be new and bear U.L. labels . 7. Refer to the construction plans for complete description of all related construction improvements. 8. All light fixtures shall be installed per mfg. details and written specifications . 9. The contractor sholl verify all conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract, 10. The controctor shall carry all workman's compensation, public liability and property damage insurance as required by the owner. 11. The Owner shall decide all questions relating to ''Interpretation" of the drawings and the acceptable fulfillment of the contract 12. The contractor shall at oll times protect his work from domage ond theft ond replace all damaged of stolen parts at his expense until the work is accepted in writing by the Owner. 13. Extreme care shall be exercised in excavotlng and working near existing utilities contractor shall verify at the location and condition of alt utilities and be responsible for damage to any utilities. 14. Any wiring that may be shown on the plans is diagrammatically routed for clarity. contractor shall route to ovoid conflict with stationary elements in such a manner os to conform with the various details and to utilize irrigation trenches where possible. 15. Electricol contractor shall submit to Owner and landscope architect, a shop drowing indicating hook-up, circuit dato, installation details, ond switch and timing devices for complete operating system. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE• "AS-BUILT" TITLE, _______ _ REVIEWED BY, INSPECTOR DATE DATE C\l "=It: ....:l < E--i ISHEEl'l CITY OF CARLSBAD t---t----+----------------t----+--+----1---1~ PLANNING DEPARTMENT t---1---+---------------1----+--+---l---t EEJ E--i ,, -l-A COSTA R~SDRT ¢ SPA SCHEMATIC LIGHTING, PLAN VII.US PHASE 1 CAJILSBAD, CAIJ1'0RNIA ~ ~ :::i rn. =~.ztln.~L-.'.'!~=,-----12.-23-<YI ~ ASSISTANT PLANNING DIRECTOR DATE Z DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. ~ .,_ ' REVISION DESCRIPTION CHKD BY: --CT 03-01 402-2T C., L-----------------------------------------------------------------------------------..;,1_···.,·.···.-"-~1~--,j_,;;..:;~;..---------------LEN;;..;~.N~EER~~OF'...;,WDR~K•-----------------...L~DTHER,:;:.,;11P::.;,;PRll:;;,V:AL;.J..;:a~TY,;_;A;P;PR;O'l;,,;;~~LJ.;;R;V;'w;D;;B;Y;':;:~~!;;---------!;;----;;J < -b. C) I\J • "1 ----1 -· -\o+, Oo 14 F 111111 111111 11 I LEGEND 1. LIGII-ITINGI er ANDAfll!O 2. l-lANDI-IOL.e, ~ID!! INTl!l'tlOI!! a,~ ING LUG ,ACC!!e&leLE f'1'tOM 01"'1:NINCi. l"ROYIDE COVER WIT!-! er AINLEee &TEEL &cREwe J. eA&E COVl!!l't: MATCI-I MA Tl!l'tlAL OF l"OLI! 4. CONNECT CONDUIT& TO Gl'tOUNDINCi LUG t Gl'tOUNDING CONDUCTOl't TO Clll'tOUND lltOD &. ~YID!! l50TTOM NUT l"Ol't Ll!Vl!!LING .AND DOLieLI! NUT& ON TOP 6. fltEFl:l't TO &Tl'tUCTUl'tAL FOfllt fltEll'FOfll!CING TIE& i. CI-IAl'1'E!l't E!DGE& ON 9A&e e. l'tlGID GALVANIZl!!D CONDUIT 9. l'tlGID GALVANIZl!!D &TE!EL CONDUIT& TO EDGE OF CONCfltETE 15Ae!: 1e. GALVANIZl!!D &TEl!L ANCI-IOl't eoLT&, PUIIINl&l-ll!D WIT!-! PDOL.e, M ltl!QUlltl!D 15'1' MANUFACTI.RR IL fltEl"El't TO &Tlltl.lCTUl'tAL l'Ol't fltEll'FOfll!CING l'tOO& 12. Tl-ll!~OW!!LD COl'+l!eCTOl't 1J. .1114" >< 11>'-te," COP"I E,., CLAD Gl'tOUNC> 111100 14. NO. 6 15.AN! &Tl'tANDED co1•1•1!:11t Gl'tOUND WIRE CONNECT TO GROUND ROD, CONDUIT& • Ci,IIWUNDING LUG e!:CTION POLE SASE DETAIL NT5 D E FLAN VIEW ,' ,. . ·:.·,:_>,: '. ELEVATION LEGEND 1. 1-!ADCO, ecl.16 W/ e& MOUNTING &TAKS 12 VOLT, H WATT, MR16 LAMP (9Ae lll'L -4e' > 2. HUL TI-TIIIIN< Tllll:E J. FINl&M Gl'tADI! TREE UPLIGHT LEGEND I. Ol!LTA, !HA-OT l!SLACI<, ie WATT l"L T 42 G><24Q4 2. FINl&M !U!IIFACE J. FINl&M Gl'tADE BOLLARD LIGHT ¾ALE l/4"=1'-011 NT5 A C 1 11 ■1 1 -12'11 LEGEND I. TIil!!!! 2. LIGI-IT Fl><TUfltl! I-IADCO, ecl.16-AWIHCI-A HOI.NT 12 VOLT, 2,e, WA TT HRl6 LAMP (9Ae U.FI.. 4,el") J. &l:lllVICE C 49LE-&ECUIII!! W/ HA J CAl!!ILI: r-lOLD-DOUN &T Ael.Ee. 4. ~l't-LOCATI! AeOVI!! l1'RIGATION &l"l'tAY& ANO Ol'"l"O&ITE! OF IIIAL.Ke. PALM TREE UPLIGHT $ DOY'IN LIGHT LO~ PATH LIGHT LEGEND 1. 1-!ADCO, Dl"'L-J-A el.ACK 1:1 VOLT, 2«1 WA TT 2. FINlet-1 !Ul'!"AC! J. CCNC. FOOTING NT5 FOmfT K. HAAG, A!lA, l<C lANDJ'CAPE ARCHllOCl\JlE lANDP\ANNING 1254 N. CDAIT HIGI-Nf'AY \..AGUIIA BfAOt, CA 92651 I' 19•91 C516-9066 "1949) C516-906J e .,,.--.....__, ,,,---........ ,.,.-----..,._...._ --' ELEVATION .. ·, .. : -.. 1-----l . . . . . . . . . ' 4 . . ., . ., ,----...._ ~------~ --' - Q • Q "' ~- ' -·-in LEGEND L DELTA, ILK 5ERIE& l'IECE&&EO &TEP L16!-IT, 13 WATT MAX., FLOURl:&CENT eLACI< 2. WALL I. FINl&M &IJlll!IACI! 0 ¾ALE 1/8"=1'-0" RECESSED STEP LIGHT NT5 PLOT DATE, "AS-BUILT" TITLE ______ _ DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1----------------IC\l REVIE\JED BY, ::::j:f::: INSPECTOR DATE ....:.J rr-===+====i===============~======r===~~==+===+===~-:===~;:::::::::;:;::::::;;:::;;::::;;;;::::~:;;;;::::;:::;;:;:;;;:;::::;;;;:::;-;::::;;:::::;;;;;;:;::;1 < rSHEEil CITY OF CARLSBAD ~ ~ t---+---+-------------+---+---+--t----1 ~ PLANNING DEPARTMENT L_.::_j 1-t ~=~L=A=c=o=s=r=A=R=E=---=s=o=k=r=,=s=P=A~=~ ~ St:HEgtfl.C LtGHtlN-G ~ VILLAS ~1'118 t U) CARLSBAD, CALIFOIINU t--:=-+.=-:-+--------------+-::-:-=-t-:-=--:-+--,-,-,c=--+---,,,,.--1 DWN BY: __ DA TE IHlllAL DA TE INlllAL DA TE INlllAL CHKD BY: __ ENGINEER Of WORK REVISION DESCRIPTION DTI-ER APPROVAL CllY APPROVAL RV\JD BY PROJECT NO. CT 03-01