Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
DWG 402-2X; CT 03-01; LA COSTA RESORT & SPA - CLUBHOUSE POOLS; 01-18
• CONSULTANTS OWNER'S REPRESENTATIVE --. -,,,, . . - ------------- KSL DEVELOPMENT CORPORATION 2100 COSTA DEL MAR ROAD CARLSBAD,CA 92009 TEL: (760)564-7146 FAX: (760)929L6310 CONTACT: RAY WILLIAMS 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. ENGINEER RBF CONSUL TING 550 A VENIDA ENCINAS SUITE 260 . CARLSBAD, CA 92121 TEL: (760) 603-6243 CONTACT: ·MATT CAPUZZI ARCHITECT ___ _ MCCABE-HARRIS 1917 INDIA STREET, STE. B SAN DIEGO, CA 92101 TEL: (619) 223-8740; FAX (619) 233-8741 CONTACT: TOM MCCABE WATER PARKCONSULTANI WHITE WATER 6700 MCMILLAN WAY RICHMOND, BC, CANADA VSW 1 J7 TEL: (604) 273-1068; FAX (604) 273-4518 CONTACT: BRIAN HOGG VICINITY MAP POINSETTIA LN ____ __,_ PROJECT LOCATION ABBREVIATIONS 1r Of PE 1W 11' l!W TS BS CB Fil F'S HP LP FL oc CB TC INV 88 OG -1.0II DW.1£.Dt F1NISH F'I.OOII lUIIATIOII GAAAGE Fl.OOJI! ELEVATION PAO ELEVATION TOP OF WAU. TOP OF FOOT1NQ 1.1.MTION BOTTOM OF WALL TOP Of S'TEP BOTTOM OF STEP CATCH BASIN FINISH GPIAOE FINISH SURFACE HIGH POINT LOW POINT FLOW LINE ON CENTEII CATCH 8A!III TOP OF OftA'!t ILEIIAllOII INVERT ELEVATION BONO BEAM EWIATION DECOMPOSED GRANITE ALIGN WDIOO IN l'l!IIICENI'« 11/1'!10: 4• H0111%011TN.. DllfllHC[ PEI! 1' OF VERTICAL HEIGHT . _ _!__ RIOOf ., . 9!'-L.. tlltAO€ t"!!\'!'.Ait(_ !-M10!I OF l'I.OW \MT<:i .llfi' (33.10) EXISTING l!IPOI' El.lVATIClll J3.80 PROPOSED SPOT ELEVATION HT HEIGHT BCR IEGINNINO OF CURB IWllUS ECR ENO Of CUfllB RADIUS TC TOP OF CURB BC IOTTOM OF CUfllS EJ EXPANSION JOINT SJ SCORE JOINT SC SAW CUT R IIADIUS RDWD REDWOOD HOR HEADER LA LANDSC'il'E AIICHllt:Cl' l.llN MINIMUM w.1C MAXIMUM MJ IAASTIC JOIN'I' TYP TYPICAL PA l'lANTING Ml!A F /C FACE OF CURB PA l'lANTING AAE:A ~ A'lftlUM Dl'IAIN Q DECK DRAIN m TUfllF DRAIN ....--31--"'" PROl'OSED OONTOUft -3t-" !JCISl1IIIG COMTOOR COUESTRIAN '!ML •··· --EDGING II ftf01f TO SCALI LA COSTA RESORT & SPA CLUBHOUSE POOLS CARLSBAD, CA ~F' AFitl=t) FOR KSL DEVELOPMENT CORPORATION 50-905 A VENIDA BERMUDAS LA QUINT A, CA 92253 PLAN SHEET KEY CLUBHOUSE -=<- POOLS DECLARATION OE RESPONSIBLE CHARGE; I HEREll'I' lll!.CI.IM ™'T I AM -LNIDSCAP[ AIICtfll'!CT OF THE W0AK FDR THIS l'flOJ£C1', ™T I HA\'! El<ERCISED llt!:SPONSIBI.£ CHAAO£ O'o/ER THE DESKIN OF 11-IIS PIIOJECT NJ D£F1NEI) IN SECTIClll 9703 OF '!HE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDNIOS. I UNDERSl'AND ™T THE CHECI< OF PROJECT ORAWINClS ANO ANO SPECIFICATIONS l!V THE CITY OF CMISIIAD AND THE SAN DIEDO COUNTY D£PAIITMENT Of THE ENVIRONMENTAL HEAL'IH IS CONl'INEO TO A REVIEW ONLY Alt) ODES NOT MLIEVE Mt£. NJ LANDSCAPE NICHITECT OF -• OF' MY IIESPONSIBll.ffllS FOR PROJECT DESION. ll-lE9E PI.NIS HAVE llEl!N ~ IN SUIISl'NfflN.. CONP'OIIMIINCE Wini -Al'PftMi> LANl!SCAI'£ OONCEl'T PLAN, WATER CONSEIIVATION Pt.AN, FIRE SUPPAESSION Pt.AN, AND AU. CONDmoNS OF N'PAWAL RELATl:D TO LANDSCAPING. LICENSE NO. ( l ,., . ' ·, ' :~ ,, • . •,', '• ~ ....... I -. .. . . / v"· .· • •. ·:,,! .... •· I {J/\?':)<••• 111 • fl .T ~"-------) : ..... ··. \ .. / ... \.,\<_,,.,./ ' I IO!liEJl ll H"-'IG. AJlA, K LAM)fOIF{~ LAM> Pl.ANNING 125-4 N. ffiAIT ftl'.JHW" Y LAGLNA BEAO<, CA ~USI ~ 19,11 376-9066 r. W•9J 31o-'I061 ")-~·I·!~~ i&\1<.iiill!l!J..11;;:;;.~,+,>f~·•"''i· ~,..:"/ ,,, ·H·"~ 1:·-••tl~ .. '.' 1/''.';, , ''"l~I ' ' ' ' ! I . ' SHEET INDEX' SHEET 1 2 3 4 5 8 7 8 g 10 11 12 13 14 15 18 17 18 DESCRIPTION COVERSHEET DEMOLITION PLAN CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION OET AILS CONSTRUCTIOff DETAILS CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS PLANTING PLAN PLANTING DETAILS PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS IRRIGATION PLAN IRRIGATION LEGEND & N01'1' IRRIGATION SPECIFICATIONt1 · IRRIGATION SPECIFICATIONS SCHEMATIC LIGHTING Pl.AN SCHEMATIC LIGHTING OETAllS BACKFLOW PREVE:NTER: M.L l-110N -l'lllVf:H'l'Eft$ HU. II! 'IBIED 11'1' A CERIIPIEI> 1'£S1tll JIIID IIDULTII MUil' 11! OMN TO THE CITY AND THE CAIILSIIAO MUNICIPAL WATER 01~. PIPE llt:IWEEN '!Ht METEII AND 11\CKl'L.OW PRMNTER SHALL 111£ "SCHEDULE K HAJIID COPPER." APl'ROI.IEO CONTRACT IIIIICKFLOW 11:STERS CAN BE FOUND ON THE CFIY W£B SITE AT -.CI.CMLSl!IID.CA.US/Pl)FDOC.I-ITML?PI0-3'10. INSPECTION PROCEDURES t. -EC'IION OF" THt l'll0Jffl 9k!.· 111 l'!llmM!ll ll'Y 'M: ~ AIIC'Hll'l!.CT c, M -. OR HIS DESIDN,;IED NlENT, REFER TO SPECIF1CATIONS FOR THE SCHEDULE OF' REOUIAED INSPECTIM ANO REQUIRED SUIIMITTAL.S. I. l'OI..LDIIINO COt.Pt.£\110N C, 11101111<, 1111! UND!ICAP! All.dtfflEcT 0, -K 1111.,. CERI f, 'IHIIT THt INSTALLATION HAS BEEN COMPI.ETEC 1W S\JBMffTING THE "FINN. LANDSCAPE CERTIFl()ATION F0RM". A REQUEST FDR A F1NAL LANDSCAPE INSPECTION BY THE CFIY MUST ALSO 1!1E MADE BY CAI.UNG THE INSPECTION REQUEST LINE. "P1IW. LANOSC'il'E Cl!RT!PICA110II FDIIN" llliX TO: ,ea •o -~3 LANDSCAPE INSPECTION REQUEST PHOIIIE LINE: 7etl-802-4802 GENERAL NOTES: 1. M.L -. COloPUIINCE IOII IMPRMMEIIII' SHOWN 'llfflil4 1lffll[ ~ o, 1DY1C1! SHAU. II! PLAN CHECKED AND -D BY THE CFIY OF' CAR!..S11AD PLANNING llEPNITMENt, BUILDING • SAFEIY DEPM'IMENT, ANO/ OR PUBLIC WORK$ DEPARTMENT PRIOR '10 PERMIT ISSUANCE AND SUl!SEQUENT CONS1RU¢TION. 2. M NO!'ED IN mtE IILOOk. TH£$E Pf.AMS 1111: APPMM:D FDR l'UtfflNO • ~mN ONLT. M.L IIUMI FDR CONSTRUCTION OF' IMPRO\IEMENTS FDR HAROSCN'E, WALKS, -S, ANO SITE ACCESS FDR N», COMl'LIANCI:, DEFINED PATH OF TRA\/El. FDR OISAl!LED ACCESS SHALL IE PRO'JIDED BY OTHERS. NO SITE GRADING IS IMPLIED OR ...iGGESIEU BY THESE PlANS. OETAU.S. AND/OR NOTES. SEE CMI. ENCINEER'S APPROVED P£Mllf PIAN SU FDR N« ANO AU. SITE CONSTRIJCllON FOR PAVING, GIWllNG, STRIPING. RAMPS, N:JA REQUIRED !llONS ANO WlltJ<WAYS. POOL C0NTRACTOR SHALL PRO\IIDE AU. DETAILS. DRAWINGS, ADA COMPLIANCE PLANS, ACCESS COMPLIANCE FDR POOL t: SPA CONSTRUCTION, POOLS • SPAS SHOWN Hf:REIN AAE CONCEPT\JAL. POOL CONTRAC'IOR IS RESPONSIBI.£ f"OR REGULATORY CCMPI.IANCE. "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE _____ _ DATE LOCATION OF PLANTING AREAS. REVIEw'ED BY• INSPECTOR DATE I SH1EET I CITY O CARLSBAD ~ t::::t::::::::::::::::::::::::::::::::::~====~:::1::::t:::::: PLANNING DEPARTMENT ~ COVER SHEET CLUBHOUSE POOLS LA COSTA RESORT ct SPA C.ARLSB.AD, C.ALIFORNI.A ENGtNEffl o, ~ REVISION DESCRIPTI,,~ . DTQ .N'PRIIV~L CITY APPROVAL II CT03-01 402-2X ___ ,.. ___ ' W.,, .•• ;,,.,;. ",:•,-.f-_ ·\'';llJ'l'~'.~i.,~-'.,,,_,_, --------------------------------------------------------------------...1==~.::L.--.... ~~ .... :.:.,:._ .. -~. ~~!,;. __ ..1,:.::,::.:;;::;:::..1..:::,;,;.:;;::;:::;..1..;;;;;;;;;;;;;;;;;:;:::;::;1.;;;;;;;;;;,;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;-;;; ' I ! '"il111o...l . ' I · 1 I ill r r I -'""'" r ' I " i I I FORA£fT K >IMO, AAA, K IA~KN!i AAOl10CIUR!; IA~ Pl.ANNING 1254 H COAfT HGH'WA r LAGU>IA l!fAOl, CA 92651 0 10 i :20 I. 10. 11. KEY PESCRll"TION [u EXl$TIN(5, $TEI"$ @] EX1$TIN(5, IMl"'ROVl!:MEHTS ~ l!:Xl$TIN(5, l"IALL 0 NOT USEC, 0 Al'.EA$ ~!THIN HATCH [I] NOT USEP GJ UNPEl'.<Sfl!.OUNP l!Tl'LI TIES DISl"OSE OF ALL t-1ATEFltlAL5 AS NOTED HEf'!.EON Ol'l"-SITE IN A LE<SAL MANNER. THE c:>EMOLITION SASI!: SHe!::T l"IAS f"RE,-Af'!.ED FMM EX15TIN6 INFO"-MATION DOCUMENTED IN THE FIELD THE INFORMATION REPRESENTED ON THIS PLAN 1$ NOT FROM 'A$-Eli.JIL T' r"LAN$, THEREFOF<.E ALL CONDITIONS MUST BE VERIFIED 5Y CONTRACTOR. THE: CONTf'!.ACTOf'!. MUST CONFlf'!.M ALL CONPITIONS IN THE FIELD AFFECTIN<S THE SATISFACTORY COMPLETION OF ALL l'tEOUESTED DEMOLITION V'!Oilt.K f R!:POFI.T ANY • ALL DE5CREPANCIE$ TO THE O>'INER/LANDSCAPE ARCHITECT IMMEDIA1'ELY. THE Ol"INER/LANDSCAPE ARCHITECT SHALL fl>ROVIDE FO?ESOLUTION, DIRECTION PRIOR TO PR.OCEEDIN<!o >'I/ ANY FUl'<.THEI'< DEMOLITION V'!Of'!.K. THI$ l"LAN 15 FOilt. THE !"UftPOSE OF IDENTIFYIN<S, THE l'l!:MOVAL., C,EMOI..ITION t 5ALVA<S-E REFERENCE OF LANPSCAFE CONSTf'!.UCTION ITEMS ONLY. l"ROTECT•IN•l"'LACI!: ALL !!Xl$T1Nc!> UtlLITll!:5, 5-rRe:ET IMl"l'tOVEMeNTS, CU!t!!IS • <SUTTER, CORN!!f'lt CUT-OFF, STl'lt.EET Ll<SHTS, STFtl:ET 51<SNAL$, CATCH 5A51N5 e OTHl!:1t IMF'ROVE!MENTS NOT DESl<!,NATEP FOR f'!.EMOVAL. l""'-OTECT·IN•l"'LACI!: ALL ,..c:>JAC!!!NT 1"1'1.01"'1!:RTl!!!S IMl"'l'OYet<1£:NT5. NOTIFY N!!l6H!!IOR5 T~ENTY-FOUR (:24) HOUl'l.5 IN ADVANCE IF NOTIFY NEl6He0"-$ 'mENTY-FOUF<. (::2-4) HOUf'!.S IN ADVANCE IF ENCl'<OACHMENT ONTO ADJACENT PROFERTY 15 NECESSAf'ltY, CONTl'lt/lo.CTOl'I. 15 R!:5PON~l5L.E FOi'!. REl"'Allt. AND l'.l!:l"'LACP:M!:NT OI" ANY D_.,MA,s.f: TO ADJ ... CENT l"l'<.O!"l:RTleS. l"'El'I.FORM ""1..1.. CLl!A!lllN6 AND c!!ol'I.IJ!!!elN,S. V'IORK N!:CE55Al'.Y. CONFIRM _.,LL. E!Xl$TIN6 UTILITY Fl!:_.,TUfl!.E!S !SOTH /lo.!SOVE! t 1!11:LOY'I &"-'°'DE f0"-10111. TO ANY DEMOLITION V'IORK Pfl!.l!:SCF<IBED HEF<.EON. CONl"ll'.M ANP l"ROTECT Al.L EXISTINc!> UTILITY 5ERVICE5 ANO METER5 IN l"L.Ace. IF CONDITION Pfl!.ECUJC,E:S THE !SOXIN<S • RELOCATION OF EXIISTIN6 T1'E!E5 c:>U!! TO HEAL TH OR DAMA<S,E eY MEANS OF REMOVAL. CONTf'ACTOf'!. SHALL NOTIFY O>"INERS AUTHORIZ'EC, l'<.EPR.E$ENTAIVE FOi<. RESOLlJTION 4 DIRECTION. EXl!!TIN" l.AND5CAl"t: !ITE DEMOLITION "''°'"-NIN<S-5 4 LIMITATION$ c:>o NOT RELIEVE CON~CTOR OF HEALTH, !!>AFTELY, f S_.,F!: CON!!>Tfll.UCTION l"l<.ACTIC!:!, "-EOUIRED TO UNDEl'<.TAKE THE Y'IORK DELINEATED HEREIN. 1'!!MOLITION ~~NC!! Ll!!6ENJ::) APPROVED FOR PLANTING ANll> IRRIGATION ONLY, INCLUDING PRl!:CISl!l LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ DAT[ REVIEIJED BY• INSPECTOR DATE t----t--1-----,...-------......_+----+--+--I---I I SHiET I CITY OF CARLSBAD ~8 PLANNING DEPARTMENT L..2.!_j ;=:===-====D~E~M~O~L::;IT~l~O~N=;P~L::;A::;N;::::::::::..=~ l,)All!: INl'llAL REVISION DESCRIPTION DA'TE INITIAL DATE INITh,t. OTHER APPRDV~ CITY APPROVAL ENGINEER OF W0IIK ii i I I 11 LA CLUBHOUSE POOLS COSTA RESORT & SPA CARLSBAD, CALIFORNIA APPROVED rt~~( (a:· ~1"'11 -ll·U••t, DATE Y: PROJECT NO. I DRAWING NO. CHKD BY: RVIJ BY• CT03-01 402-2X -· ti oO~ --.... ....... I!> r--..... ,., }--~ \ l ~.e:. e I ,,;;, .A:_/ --: ~"'"~; h.. ~ I/ '¾,1 <<I\ ,)~ , ---------------------.------------------------------------------------------..... "' CONSTRUCTION REFERENCE L.EcSEND ,,. ~ ' @] ~ TYi". ' ~ ' 10 ~ -----.10 I ' I ', I •!If I ' ··i---+-+--+--+-+--+~.:::,..___ . I I ---j-:;;..:t-----f---~ I I . I ---,- 1 I / l"A / / / / ~ ..... ~~-··-·,:---··, ·. :~\\. .... "1r , '., .. ;s-, I~---:• -I•, '-'>, "' ··~ "'"" ~ ~ \\ ' ~ ,S:.,. ',, • •, • • PA • I! (4-_ // .. ··:-: ... ,.,.,. /< G / '\ /· ., O,c. ' / . \ / ...... ~ / PA , ' .. __ 'iv\ '"" 0.. ' I v.;y . f' I!-.,,+ ~lt)i ,, ~··, .. ~ ((( p:j,'<~ ,/ 41.. \ \\\ \· ·:I•.·. -~,,, / ~A \, \,/ / ,,' J .'-' ' .-.--~ /_/·"-, "'!"" '· '---<'.<>-.?-": > ; .x "'' ·, ·. -~ fl'. ) '' ; ,_.,,,.,,,<.· --.;< / '-< ~'--..: :,>·,:'" : l"A ~-'./,>" , --h, -... -------/ -...,, .,( , 1'.!) /,, ' ', '/-::::· l-----t--+-r------1--+-+---f' . '----~~ /-.. I ;t / I '-!--+-+-·-+· I I I H-+-1----t I I --1---_,_ _____ _ 1 I "1---' l"A 0 FORIEfT < HMG. AJ1A. I~ LANDKAPE AllCHl1!DUAE LANDMNNING ·<>: 125.4 N. COAJ'i HIGHWAY LAGUNA !!EACH. CA 9?6.li ~ . 1:0 ... ,,.,"( ' ,:A Q,<,, v,,.:-. .·~. <9~:-~->~ -~ <·\-, // / -. 'i'-_, ,· , 111 =-IO'-O" 10 .20 m 0 0 0 © © 0 © G) © 0 @ ® ~ :l @ @) ® @ @) e @ @) @ @ 0 @ pt!!9C,ltll"TION INT!:<!">l'!.AL COLOfll?. CONC. 1"11 LT. ACID l"IA5H FIN15H (PE:DE:5Tfll?.IAN) INTE:c!-1'!.AL COLO"-CONC. N LT. ACID l"IA$H FINl$H (Y!:HICULAI'!.) CONC. fltAMI" 1"1/ HANDfll?.AIL5 l'«Ot.J(!;HT lfll?.ON DOUBLI:' <&AT!:' AT ENT"-Y l"lfll?.OU,:!,HT 11'.C>N $!Nd-LI:' 6-ATI= 'KID %ON!!:' l=Nfll?.TY HALL II!>" $Cl. CMU l'l'ILASTl::R 1"1/CONC. CAP' P"OOl. SECU"-ITY DOUeLE l"IOOD .SATE 11!.1:'TAININ& l".ALL 1"1/ l"OOL Sl!C~ITY FENCE: CMU $Cl'tl!:E:N V.ALL NE:l"I HANDl'ltAIL5 ON EXIST 5T!:1"5 !:!NT"-T' l"OUNTAIN l"IATER SLIDES / TOY'lf:R/ 5TAIPl!.5 l"OOL AT KID'S PLAY AREA l"OOL SEC!Jfll?.ITY FENCi!: 5TAll't.$ 1"1/ HANDfll?.AIL5 ON l"IALI.. l"LANTl!:ft. HALL 1"1/ CONC. CAI". 1"11:T l"l.AY EOIJIPMENT CAlltT STOfl!.A6!: l"IALL l"!:FII. Afll?.CHITECT 24" SQ CM\.I !"LASTER 1"1/ CONC. CAI"' STE:l"S II'</ HANPl'!.AIL!I ON i"IALI.. 4 LANDIN6 CONNECTION TO Dl!:CK II!>" T"-1!:AD/ 6" fll?.ISEfll?.5 $TEI"!\ Pe'TAIL ft!:f'I, A $ 15 5HT.4 A•c 51-fT. 4 Q,$HT. i I, 5HT. !5 H, $HT. !5 M, &HT. 6 ,!,,!>HT. 4 :,, .,., 9'1!M"""Sf '<t COLOfll?., Y'lH!!AT, ::?.!5!111 S6$ it>O, ACID ~ l"IA5H, e,,-$.<!">.$., -e,ei,t,-"74"7-.26!56 Vl=RIFY • MATCH EXl$TIN6 l"OOl. l"AYEMENT COl.Ofll?. • FINl$H 11!.1:'·INSTALL eX15T. ,!,AT!!:, Yl:!ltll"'r' OPENIN(!; DIMENSION, SI=!: fll?.EF. 111"1 $HT. 2. ft.EF!:"-TO SHEET 5 STUCCO, TO MATCH Aft.CH. RETAININ6 CONDITION PER STRUCT. l=N<S-. D!:TAIL $TUCCO, TO MATCH ARC.H. flte-lN5TALL EXIST. MAINTENANCE ACCe!;!; l"IOOD ,!,ATE PE:flt l"l.AN, $1=!: fll?.EF. II<! 5HT . .::?. K, 5HT. !!, J, $HT. !!, F,SHT. 4 I", !+IT. 6 J, $HT. !5 !:,$HT. 4 L,5HT. 5 K, !\HT. !5 U,5HT. i STUCCO, TO MATvH Al't.CH. STUCCO, TO MATvH Al'lCH. l"f:fll?. i"IA tER I" Al'tK CON5UL TANT/ Al'!.CHI Tf;C T. l"El't l"IATER F'Al'tK CONSUL TANT STUCCO, TO MATCH ARCH . l"EFI. i"I"' TE:l'lt F' A"K CONSULT "'NT STUCCO TO MATCH Aft.CH Dl!:TAIL !>!Mil.AR TO !:, Si"!T. 4 l"OOL Sl:CU"-ITY 1"1!:NCE o UNDl=FI. SLIDE .J, SHT. S LOCATION 15 DfltAl"IN FOR DIM!,l'tAMMATIC l"Ufll?.1"O*5 ONLY. l"IILL IS!: FIELD LOCATED TO AVOID UNDl=fll?.51DE OF 5l.lDl=5 4 TO eLOCK AC.CE$!> TO UND!:l't51DI!: OF SLIDE !:>TRUCTIJ!ll!.E. EXISTIN6 FEATI.JRES ~FERENCE L.l::cSEND t(e,' D!!eel't.ll"TION 11'eMAl't.K9 u] EXl5TIN6 $TAlfll?.5 Y!:RIFY, TO REMAIN, l""-OTl:CT IN !"LACE ~ l=Xl5TIN6 l"AYEMENT Yl:'RIFY, TO l'!.l!:MAIN, l"'lltOTl:CT IN l"LAC!: ~ !:XISTIN6 l"IALL Yl:'RIFY, TO REMAIN, l""-OTl:CT IN !"LACI!! 0 EXl5TIN6 l"OOL Sl!!CUl'!.ITY l"ENC.1: it l'llAMP l".ALL Yl:'fll?.IF,r', TO REMAIN, l"'lltOTl:CT IN l"'LACI: ~ EXl5TIN6 l"'OOL SECURIT,r' !SALUS T"-ADES VERIFY, TO 11!.1!:MAIN, 1"111.0Tl:'CT IN !"LACI!! [tJ EX15TIN6 l"'ILA5T~S YEfll?.IF'T", TO 11!.1!:MAIN, l"tltOT!:CT IN l"LACe E] 1!:XISTIN6 l"OOL Sl:CUl'lllT'r' l"ENCe Yl:'RIFY, TO fll?.l!:MAIN, l"tltOTl:CT IN l"LACI!! ~ EXISTIN$ MAIN f"OOl. YEl'tlFY, TO "-E:MAIN, l"'lltOTECT IN l"l.ACI!! GJ eXISTIN<!, l"OOL SECU"-ITY F!:NCE YEfll?.IFY, TO fll?.l!:MAIN, l""-OTECT IN l"l.ACI!! ~ eXISTINc!< l"LANTE:R/$1!:AT l"IALL Y!:l'!.IFY, TO REMAIN, l"l'tOTECT IN l"LACe 0 EXISTINc!< l"ILAST!:111. Yl!:fll?.IF,r', TO 11!.1:'MAIN, l"fltOTECT IN l"l.ACI!: !IECTION/1:::LEVATION KEY 4f· tieT AIL NJMl!!l!!l't APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRl!lCISll: LOCATION OF PLANTING AREAS. ~ 9,, ll!t, ~ "AS-BUILT" TITL.E _______ _ DATE REVIE\JED BY, INSPECTOR DATE ~-., a: rr====i l------t------t--+-------------+--+---+---+----I I SH3EET I CITY OF CARLSBAD ~8 PLANNING DEPARTMENT ~ ~==::'...===c;::o::::N::::S::::T::::R:::U:::CT=l=O=N=P=L=A=N===.!::==: l"'-----11O -L _- / DATE INITIAL ENGINEER OF 1110RK RE:VISION DESCRIPTION DAlt INITIAL D,l,lf: DTl£R APPROVAL CITY AF'PRO'f.lJ. I II i I I .. I • LA CLUBHOUSE POOLS COSTA RESORT & SPA CARLSBAD, CALIFORNIA I APPROVED ;,..,.t { <-r, wk I I.fl•"'(., ·1 PLANNIN!:j DATE Y: PROJECT NO. DRAWING NC. CHK0 BY: RV\JD BY, CT03-01 402-2X i I .-------------------------------------------------------------.-------------------------------------------------------------.<!'. ...,. 1" PLAN LEISl=ND I. JULll./5 6LUM 442e> HANPRAIL V{I l/2"xl-I/4'xe/l!!>" U CHANNEL Y'l!!:LD TO BOTTOM :2. JULIU5 BLUM 442e>V VOLlJTI: ~ELD TO l'tAIL. e. INTl:Gll'tAL COL.OR CONC. STEPS 1:2" Tl'!.EADS • !!>" 11!.ISEl'tS, TO MATCH ADJACENT PAVEMENT COL.Of!?. f FINISH. 4, ADJACENT PAVIN.S. 4 LANDIN(!; PAVIN.S., $1:E PL.AN FOR FINISH • COLOR. 5. l"OlJl't-lN-l"LACE CONCl'!.Efl!: !!ASE/ l"'T'.S.. l"l!R STl'tlJC TUl'tAL. DETAIL. "7. COMPACTED SUBc!>PltADE l"E:R STl'<.LIC,T. ENc!>. DTL. "'-..:;:---......L---......L---....l...-----'---,--'---;,-7---::;::::;,-~--. e,_ JlJLIUS 6L.lJM 62!5 STEEL il'IALL. BRACKET. l:2J----' . II . : ' . l'...O" • <!. CMU, STEPPED il'IALL. !!'>TUC,CO FINl!!'>H • COLOI'!. TO MATCH ARCHITECTUfl?.E. FOOTI~ PER 5Tl'!.lJCT. EN6. DTL. 10. EXPANSION JOINT II. OEL. TA, ~ SEl'tlES l'tECES!!>ED STl:F LI6HT, 15 ~TT MAX., FLOU!i.l:SCl=NT SLACK. 1:2. ADJACENT RETAININ.S ~ALL. TO FROTEC'T' IN PLACE, VERIFY. NOTE, -~-;_~~~ . ·. . ,--:.......,1'---'1,-"1,--'- I. JULIUS 5LIJM Ml!:TAL COMFONl!:NT!!!> ARE AVAIL.ABLE FROM, CL.A551C I RON !!!>UFPL Y 1215!5 MA6NOL.IA AVE,•IIA 11!.IVEl'tSIDE, CA <l:2!505 ('IO•I) 551-0400 L , J, NIIT'IPK"'bl * IN!!>TALL ALL JUL.ILi!> !SLUM MA'T'l!:RIALS ,.0 BE INSTALLl!:P l"l!:l't MANlJFACTUl'tl!:11!. SPl!:CIFICA,-IONS. :2. ALL. ~LP$ SHALL 6E 1/e>" FILL.ET ~EL.DS ALL. AROUND 51'!.IND AL.L ~EL.DS SMOOTH. !5. PAIN,-AL.L. ME,-AL MEM5El't5 W ONE COAT PRIMER AND T~ COATS EXi"ERIOR l=NAMEL.. FAINT COL.OR P~ CONST. NOTES, E STEPS VV' HANDRAILS ON v-lALL 111====!1 11==1---( :z .. le>" SG. PILASTER LEISENO I. C,A1" TO MATGH l!Xl!>TIN6 PIL.A&'T1!11t C,A!"'!, • 1"00L Al'teA :2. &x&xl6 C,.MJ.J. !SOL.IP ~ AU. C,!!!!LL.9. 9. ReeA!ll l'"ellt $11IIIJC,TIJl'llA\L. !N61NE!el:'5 PETAll.5 4. 5'T\JGGO l"IN19H ANP GOI.OR. TO MATGH .Alt.CHITl!!C~ 5. l"INl!oH c!MtAOf! 6. l!!Xl'".AN!>ION JOIH'I', l"elt JOINT PeTAIL. "7. APJACl!:NT 1"AV'l!!Ml!!NT &. COMl"ACT!!P ~, l"elt !>"f1ltl.lCTVlltAL. 1!:N61Nf!Ellt'5 DETAIL "I. GCNG~TI!! l"OOTINeo, 1"1!!1't 5Tl'l/C"1'U!lt.AL. ~INE~'5 Pl!:TAII. I I i I I ¾ALI=, ?,/4u•l'-O', F 1/:2' X 1/:2" ~ '---l"1 C,MU v-lALL VV C,AP ' I . . C, I. ~ JOINT$ 1"!!11!. GONST, l"LAN • l"!!lll JOIN"f' i:>e-rAIL.5, r:m.. 'A', THI!-!ii Id I. :2. .A,.,..L. Y' 1/:2" AAPI~ N05e TO ""1.L. exl"O&et> 2Doe3, TT'P. !5. !SMOOTH 5-re!L. 1'01"1!:L. AT !XPAN!SION JOINT ("N'P J, P"f'L.. 'A', THI! t:;; I 4. ~ Pr!R 5-nrwc, -r. l!!N6. r:m.. 5. GCNG~TI!! l"LATl'IIO!ltK, l"INl5H l"E!!lll GON!S"T'lltlJGTION ~- 6. l'tl!:!-'Allt !"et 5fflJCT. ~-PTL. "7. OEl"TH """-5"T'lltlJGT. eNl!lo. PTL. YEHIC,UL.AR C,ONC,RETE PAVINIS 12 9/4' • • • • • ,i <1 ,i . .,, •>---++- Ll::CS.!:NO • . f I. ~ m..ollt OC!NC;. OOl"'!Nlt i,y l",t,CI!"~ 91"0!1! Cll!9t~, ING. "714 eet ! I! I ~ 'T'O M ... TCH O!!!GIC: GOLOlt 2. "1'1!!C,K-c-91!!AL.' exl"'"""910N .JOINT 9. ~ ~ Ll6H'I" ,t,efO l'l,l,9H l"INl9H 4. GOMl",',(:,Tl!!C> ~ • 9U9 !IA!le M ... '1'1!!11111,1\L (lllt.l L" 'T'O l"OOL LN&!Nei,tl~ l"LANS) 5. l"OOL TILL 6. l!IONO l!!LAM D POOL I SPA C,OPINIS SC-ALE, !"=l'-0'' LEISENO I. &" C,ONC,. C,AP ~ MORTAllt, 5TUCCO l"I N. C,A1" ANP COL.Ofll TO MATCH .Alt.CHITEC T1Jlltl!:. :2. &" CMU l"tAL.L. 9. 51\ICGC fi"INl5H !-'OTH 511:'e TO MATCH Alt.CH -4. l"INl!JI-I ~ACI!! 5. CONC,fltl!!T!! l"OOTINl!l- f"l!!llt C.IVIL &16. Dl!!T AIL 6. GOMl'"AGT ~ "7. 1/:2' X 1/:2" ~ ,.,.,._ 50L.IP 6IIIOIJT ANP 5TUC,C,0 l"INl!>H. &. l!UILPIN6 ~L. Pelt. Alt.CHITl!:CT'5 !'"LAN$. NOT!!, F<lAlllfl K. HAAG, AILA. K I.AM)J"CAPE -I.AM)PlA-, 1254 N. COA!T HIGHWAY LAGU>IA 8EACH. CA 92651 p, (949) 316-9066 f. (9•91 376- e /4• DEi IH ' . (!) HI/AL$~,..._ © l!X'l"ANSION JOINT (1!J) I. t>E/1,li 1'l£llt &"MIILle,-. ~-t>1L. 2. eeotltl!.JOINT i,.~.JOINT 4. LXl"AN!IION JOINT IJ . .JOINT 92""'-ANT, GOLOl't TO ~,-CHCONGReTI!: NC7TL, I lt.2' 9/16' ' •-~e!Ll.9~111()1) i. LXl"~ION JOINT, 1/::1' TWIGK ~ H ... T!!lltlAL THl'tOUIIII ._... &. 91 IOOTH &TEEL t>Ol'l!!L ... T EXl"AN!MON JOINT. &LIi" JOINT ONE &IDL. &IZE f 01:,. &!">GI~ t"lalll &TIIWGT. EN9. crn.. I. '""°"'DE ll!Xl""'4elON JOIN'T!I AT MA><. 20'-0' Oe.., Olt. I'd !11 IOl't4 ON !"LAA, • IN'T!!ltHLt>IAi-L CON""'°'-JOINTS ... ,. 10'-G>' HM. ()J:,. Olt. ~ !1 IOl'II~ ON l"LAA • ~ JOINTS !!HALL !!!I! IN&TALL 5' OJ:,. • LL!le 01t. Ml !IHOl'+I ON GON&TlWC,TION ~N • 2. "°°ITIONAL JOINTS ~fltl!t> 1'0 "VOID GIIIIAKl!'llt (:If" l" ... VINi!I 'T'O llJllll"AG,f 'T'O Ille ""'°"lr,ft) W P'!lllOR A'l"PN)VAL l!IY Ol'tER 01t. J..AND9CN'!! A~li-LCT. JOINT DETAILS • .... ., ----1' "! I 1--:·'.-,-,..,,,,,,,,.,.,.,,,,,..,..=.,.,,,,,,..,.,"=""l"rl.,,_,,,,.,..,,,,=n ....... -,-.1 __ '. .. '.! ff::::::JTT :_··:·.~:nt:~.=-ri T-~~-::lTi '.---~Tn--·--, .J i'T ' ----- LE6ENO I. l"INl9H ~. 2" !II!!~ l"INl9H 9Ul'tl"AC!! • ~ • !>1«1.19. I" l!lel.OJl'I FINISH ~Ac.I!: • T\.JRI". :2. A1"1"L. Y' 1/:2' lltAPIU5 N05e TO ALL. 1!:Xl'"G>!>E!t> L~, ,.,,._ 9. ~ l"L.ATll'IORK l"INl$H l"elt CONSTIIWCTION LM!!.'NP -4. l'mA!t5 !"et !,TlltlJC,T, ei-16. t:m... NT! 5. -XilN're """-CONST. fl"LAN AHP fl'elll!. "JOINT PeTAIL&', P'l'L.. 'A', THl!I !A ILLI. 6. CCM1"ACTl!!P ooe6AAPI!! t"'eflt 5TRl:JCT. eN6. P"TL. PEDESTRIAN C,ONCRETE PAVINIS "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE ______ _ LOCATION OF PLANTING AREAS. REVIEIJED BY• INSPECTOR SC.AL!:, l"•l'-011 DATE ----------------+--+--+---11 SH~ET I CITY OF CAR ~8 PLANNING DEPARTMENT L..2!_j :=====-===c==o~N~ST~R~U=:=C~T;.:IO~,N~D~ET~A;::l::::LS;:=::'...':::==~ CLUBHOUSE POOLS SCALI=, !"•l'-0" DATE INlnAL ENGINEER Of WORK REVISION DESCRIPTION I I I DA 1E INITIAL DA TE INtnAL DT1£R N'PRDVAL CITY APPROVAL 'I LA COSTA RESORT & SPA C.ARLSB.AD, CALIFORNIA. APPROVED Y: ---CHKD BY: __ RVIJO BY, PROJECT NO. CT03-01 DRAWING NO. 402-2X - ., ___ . __ ·-· J L Iii l---l+---11---+1--1-----------14>----IIII ,4' . . . .. 15 SECTION e RETAININcS CONDITIONS NOTE: LE.SEND I. GA5T !Tl!!!L I' C>IA. BALL l"INIAL ON THE l"IGl<ET5 ANO .2' DIA. e,a,u_ !"!NIAL ON THI!! !SIJl"!'"01'1t~ .2. I 1/.2"XI' ST!!l:L ptEGTANet.JLAlt. TOI" ANO BOTTOM TIJelN$ 9. 1/.2" !T?:e!L eGUAlt.!! TIJelN6/fl"IGKeT! 4. I 1/.2" X I 1/.2" S~ !IGIUA"-1! TIJelN$ ail"l"ORT • 6' 0~. 5. GAST tit.ON COLLA!lt$ 416&!!1 l"Olt. 1/.2" S'r' GLASSIG IFI.ON SUl"l"Lle5 6. GOlltl! C>RILU:D G.M.U. l"IALL TO fltJ'aGl!:1\/!: !"!:NG!: SU1"'1"0RT. C>R'I' l"AGKEP TO SEGUR! "1. l"OUlt. IN l"LAGI!! GONCfltl!!T?: GAP, :I" !IV,I;>IUS, TO MATGH PA\/eMl!:NT COL.Olt. • !"!NISH &. &• G.M.U. "1!!TAININ6 ML.I. ~ AU.. Ga.LS SOI.IP 'I. ST\JGGO l"INISH • GOl.01'it TO MATGH Alt.CH. 10. !"INl!>H $It.ADI!:, I" e!!LOl"I TOP OI" GAP . ~ !"INl!>H Ml,6,P!!, .2" l!!:LOl"I TOP OI" C,AI" • ~ Alt.!!A. l"INl!>H 9Ult.l",t,e,e, S" eet..OV'I TOI" O!" C,,t,P 11. GOMl'"AG T!:1' ~ !"ell SmlJGTIJlt.,t,L eN6. OTL. 1.2. V'IATl!:lt. !"l't001" MeMel'l!.ANe • 1/.2' P1't'T'l"lALL 1"1'.0T?:C. Ttc;,N 19. 9" f'\IC, f'lelllll"aRAT!!O Plt.AIN PIP!! """-AP l"V 5 GU. !"T. 01" l"IL T?:lt. !"Aelt.lC. AND l"l!:,t, MtAV!:L 14. GONClt.!!TI!: l"OOTIN6 l"!!lt STIIWGTIJlt.,t,L l!!N6. DTL. 19. PIMeNSI~ l"el't STl'tUG,T. ~-l:rr'L. 16. l"INISH Sl.llltl"'AGI!:, c.oNST. l"l!:!lt l"LAN. 1"1. lt.!!BA!t.S Pl!:lt. STlltUGT. l!:N$. PTL. I. ALL HORIZONTAL Met-lBl!:ltS O!" l"eNGI!! / $AT!!: SHALL 1!!11!: AT LEAST 4&" APART. POOL SECiVRITY FENCE !!CAL.I!', 5/411 •1 1-o" PLANTER AALL U!6e!D I. POUR IN PLAC.E C.ONC.1'.E"tl: CAP/SEAT :2. STUCCO FINISH • C.OLOR ro MArc.H ARC.H. :!\. C..M.LI. SEATll'lALL <!:>ROUT SOLID ALL CELLS 4. ADJACENT FAVINcS l"'!:R C.ON5TRLIC.TION 5. EXPANSION JOINT, PER JOINT DETAIL. 6. ~ATER PROOFING MEMBRANE -USE PROTECTIVE C.OATINIS-DURINIS-CON5TRLIC.rlON TO PROTECT INTEGRITY 1/e," ASPHALT INTEGRATED FISER SOARD OR EQ. i. FINISH <S-RADE e. C.ONC.RETE FOOTIN<S-PER STRUCTURAL ENG. DETAIL "I. :l" PVC. PERFORATED DRAIN l'<RAP v,/ :l C.LI. FT. OF FILTER FAEll'<.IC 4 PEA 6RAVEL. TIE TO SLIS 611<.ADE DRAINAGE SYSTEM SY OTHERS. NO'T?;, I. GROUT ALL C.MIJ C.ELLS SOLID. :l. FOl'lt C.ONCRETE FOOTING SIZES AND LOC.ATION OF 1'<.EINFORC.IN6 STEEL, REFER TO STRUC.TLIRAL EN<!>. DETAILS i I I -. '[c •. I , • ", ./ • ·1"1 ;/ cSUAl'ORAIL ON EXISTIN6 CONCRETE; F'At> SECTION - . · 1~-111:,· ·. . . '. ~=· 1:2 &UAi:tDFtAIL ON l"IAL-L 5!:C.TION .. , . ~-~. ... . .. SC.ALE, S/4"•1'-0" I. l"xl/.2" STE!!;L l'ltf!;C.TAN<!,IJLA"-TIJ6ING. 2. C.AST 11'.0N COLLARS #1!,e,9 FOR I" SY C.LMSIC IRON SUPPLY. 9. 5/8" SOLID SQUAf:!.E BAR FIC.KETS 4. l"OLIR IN !"LAGE C.ONC.Ftl:TE GAF. 5, CORE D"-ILLED C.M.U, ll'IIALL TO 11!.EC.l!IVE FENC.E SUPPORT PRIOR TO TILIN6 DRY PACKED MORTAR E,, STLIC.C.O FINISH AND C.OLOflt TO MATC.H ARC.HITEC.TLIRE. i. RE6ARS PER STRLIC.TLIAAL EN.S.. DETAIL. e. exe,x16 C,MU SOLID ,S,11<.0UT ALL C.ELLS. 'I. ~ATEfl!. l"ROOFIN6 MEMBRANE USE Pf=?.OTEC.TIVE C.OATING DURING C:,ON5TRIJC,TION TO PROTECT INTEGRITY 1/8" ASPHALT INTEGRATED FISER BOARD Of't EO. 10. 9" PVC. PERFORATED DAAl'N ~AAP li'I/ 9 CLI. FT. OF FILTER FASRIC i PEA 6RAVEL. TIE TO SU6 ,S,R.AOE DRAINA,S,E SYSTEM 6Y OTHERS. I I. EXPANSION JOINT. 1.2. CONCRETE FOOTIN,S, PER STRUC.TLIRAL EN6. DETAIL. le!. ADJAC.ENT PAVING PEIi!. C.ON5TRUC.TION PLAN 14. ADJACENT PILASTI:11!. PEIi!. C,ONSTFWC-TION PLAN. 15. EXISTINIS-~ALL AND FAVIN<!>. 16. HANDRAIL FER DETAIL 'Q', SHEET i. 11. EXIST. CONCRETE PAVIN<!>/CAP. VER'lfY NQ'T'E, I. GROUT ALL C.MU Cf!;LL5 SOLID. :2. FOR C.ONC.RETE FOOTIN<!, 51ZE5 ANO LOCATION OF REINFOl'<.C.IN<!, STEEL, REFER TO STRUC.TURAL EN$. DETAILS 9. ALL ll'IIELDS SHALL 6E 1/8" flLLET i"IELDS ALL AROUND. <S-RIND ALL ~ELDS SMOOTH. 4. PAINT ALL METAL MEMeERS ~ITH ONE C.OAT i"'RIMER AND Ti"IO COATS RUST-0-LEUM OR EQUAL. COLOR FER C.ONSTRLIC.TION SPEC.IFIC.ATION 5. l"UNCH TOP AND BOTTOM "-AILS AS REQUIRED TO REC.EIVE PIC.KETS. 6. ALL POSTS TO SE HOT DIPPED ,S,ALV. K RETAININ6 AALL VV ISUARD RAIL I I I I ' ,,1 ;: H ~ § ? e \) ill IL ~ z :r l'-0" II ,_..,._ • • _ _,,._-1-,c--, - I 1/:l" ~ ,__·'----" 0 12 I :5 H+--++--1 ~•-q11 4'-i!e" NOTE:1 LEiSoEND I. 2. :?,, 4. 5. e,, ,. e. "I, 5/8" DIA. SOLID ll'IIMUGHT IRON GATE FRAMf: SOLID V.ROU6HT 11'.0N GATE JAM ADJACENT TO l"IALL$ LA(!; eoL T I ¾REV. ANO !:>HIELD!:> TO SEC.URE 6ATE JAM 1/2" OIA. HANGl::llt !SOLT ""1::LO TO 0001'. JAM 1/:l'' DIA. NUT 1"11::LO TO c!>ATI:: JAM FEMALE V.IN6 9!:LF LATGHINc!o LOC.K :5X9 STEEL !"OST • 6A TE ONLY C.MU, V'IALL/PII..ASTER 10. GATE SELF PNEUMATIC. C.l..05ER II. C.ONC.11<.E:T!: FOOTING FER STRUC.T. EN6. J:>ETAIL. l:l. C.AST 11'.0N C.01..LAF!.S #689 FIR 1/:l" 6Y C,LASSIC. IRON SUPPLY. 19. 1/2" SOL.ID SGl.!ARE ISAfilt PICKETS. 14. FINISH GRADE / FINISH SLll'<.FAC.E, SEE PL.AN, VEll!.IFY 15. C.AST STEEL. FINIAL '"'l-XL 6Y CI..ASSIC, IRON 5U1"1"LY. I. ALL HOl'l.lZONTAL t-11:MBl::RS Of" l"E:NC.E / GArE SHALL 6E AT LEAST 48" APART. SIN!SLE 6A TE @ POOL I ! ' ' ' I I I/ • 2'-::-,-t! 1/2"4> I 1/2 ' ,, - • "' I -- a ' ~ r- ~ x--6ATE '" 'I I L.! ~-!::! ,:_. - ' ! ... ' ' • "' ii\ II\ • '1" ' ! ' ! I ♦ ' "W ,. ~-:lO"x 9/4" ROO ll'IIITH 6" LOGASLE HANDLE eENT IN E>"x 9/4" l"ll"E Y'ff=LD!:D ~-TO DOOR FRAME /-;,,~GATE FRAME 0-- ' • ' . ' v;-, II/ 1'--' ,. '_, ~II ,,lblt'-i N ' II ! b.) I 1-' " ' 3'-8 5/e,'' ·-~~ 3'-8 5/8" , I~ L.EcSEND . I 1/2"~ • ~ I. 5/8" DIA. SOLID Y'll'tOLll!!oHT IRON <!>ATE F!'tAMf!' .2. SOLID l"lfl!.OU6HT 11'.0N 6ATE JAM ADJACENT TO HALL$ 5. ~ELD DOOR JAM TO 5",X:," STEEL 6ATE POST 4. 1/:l" J:>IA. HAN.SER 601.. T HELD TO DOOR JAM 5. SOLID STEEL 1'.IN<!> v'IELO TO l"ICKETS _,,---4"x 9/4" Pll"E el.lRIED IN <!,1'.0UND F01'. fltOJ:>5 ,-'I<:+':-., -,._ -, TO ENTER ll'IIHEN GATE If> 6. FEMALI!: ~IN(!; i. SELF LATC.HIN6 LOC.K • IS CLOSED -I<",._ __ ___, t>. 5"X9" STEEL GATE l"OST 41. SOLID STEEL C.OLLAI". i"IELD TO l"IC.KETS 10, PNEUMATIC. 6ATE SELF CLOSER NOTE:, . SC.AL.E, 1"•1' ... 0 11 L, . ,. ) ' • ·I+ ' ... - ' ♦-·1--- , j I ,, II. STA61LIZER. ROD INSTALL J:>EAD 60L T l'i/ HAeiP LOCK ON INTERIOl'I!. SIDE-SEE 6LOHIJP I. ALL HO"-IZONTAL MEMeE:1'.5 01" FENCi;; / 6ATE SHALL SE AT 1..EAST 4e" APART. DOU6LE !SATE o ENRTY FORREfT K.. HAAG. AJIA INC WIOSCAP[ ~ 12. CONC. FOOTIN<S PE"-5TfltUC.TIJIII.AL EN<S. OT!.. 15. 9/8" DIA. SOI.ID >'il'tOl/<!,HT 1"-0N l"IC.KET5 ¾Al.I!', 111 •1'-0'' "AS-BUILT" .... _..._ _____________ __, lAN)PlAMNING I ' 1254 N. COAST HIGlflVA Y LAGl.tlA l!EAO!, CA 97MI APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE ______ _ LOCATION OF PLANTING AREAS. REVIEIJED BY• INSPECTOR DATE DATE t----+--+-----------+--+---t--+---I I SH5~ET I CITY OF CA LSBAD ~, PLANNING DEPARTMENT L_!!_j ;=:::::::::..:::::::;C::;:O==N=sT=R=u==c::::T:::IO~N:::::D:::::E=T::;:A==IL::;:S=-====: DATE INITIAL DATE INITIAL DATE 1Nl11AL ENGINEEII OF WORK REVISION DESCRIPTION □Tl-ER -VIIL CITY APPROVAL 11 I I !1 I I CLUBHOUSE POOLS LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA I APPROVED /'t.-e l q . ~1:ar 11 ·ll•ew : PLANNING DATE WN BY: I I DRAWING NO. PROJECT NO. CHKD BY: CT03-01 RVIJD BY• 402-2X I / ....._ ~ ~ ¢ -8 ,..~ ~ °' ti ~ ,,., 3 I~) ---,..l ~ w ,,, ;:> @ (%l 0 ...i ~ -l =-C: ·~ § El ·~ tll -1 u ;I ..J tll ~ tll ;.'-u, r ------------------------------------------------------------------------------------------------='-.,: LE5EN'D I. C.MIJ Y'lALL, l"E!I!. C.MU Y'lALL DETAIL :2. !!>" THICK, 24" DIA, C.ONC.R!:TE SHELF, TO MATCH PAVEMENT !!>. l"REFA6!1!.ICATED FO,J,,M FACIA 4 ACCENT TILE INFILL 4. FINISH 5U!l!.FACE, PEIi!. PLAN TOP O!" MI06E (FS) (FS) (FS) ,'' ' C -, ---" I ' ' ' ' ' ' ' ' ' ' '' ' I· , .J.~ •. - L. NOTE:5 I. SPOT ELEVATIONS 5HOY'lN ARE FOR DESlcS-N CONCEPT l"URF'OSE5 ONLY, FOR AC.CURATE SPOT ELEVATIONS REFER TO CIVIL ENGINEER'S PRECISE GRADING PLAN. 2. lt.EFER T0 STFWCTURAL ENcS-INEER'S DETAILS FOR ALL FOOTING 4 RETAININ<!> FEATURES. . . . . . '. ' " + _____:,_ ·---✓ • I . . . 9 Clf'-" IT .,-,,-+--{ ::2 E!NLARGEMENT 1/2"= I '-0" !f:NLAl'ltGEMENT PLAN 1/::2 11 :1111 1-011 • . '.. . . , . ' .. ' ' N N --~ \0 -~ °' t '° ·~ e ~ 8 Cl. ~ :::, g •ll :::, g ~ ~ -~ ,C,AL.E, 1/4"•1'•9" "jj l---~--------------------------------------------------------------------------------------------------=~=::::=::::::... _______________________ -ltn t--M_,,_E_L_E_V_A_T_IO_N_'M_' _________________________________ ...,.... _____________________________________________ ---11] NOTE:S I. SPOT ELEVATIONS SHOY'lN AfltE FOR DESlcS-N CONCEPT l"Ul'l!.l"OSES ONLY, FOR ACCURATE Sl"OT ELEVATIONS 1'11.El"ER TO CIVIL EN<!,INEER'5 PRECISE GRADINi$ PLAN. 2. FO!lt Y'lATER. SLIDE, ALL CLEA!l!.ANCE:S TO BE: VERIFIED BY Y'lATER PARK CONSULTANT. !5. REl"E!lt TO ST!C!.UC TURAL EN<S-INEEl'l!.'S DETAILS FOIi!. ,A,LL FOOTIN<S t RETAININcS, FEA,TURES. LEISiENO I. CMU VsALL, FE:fll CMIJ 11'4ALL P!::TAIL :2. 6UAP".P P".AIL, PEP". <S-UA!'l.D RAIL DETAIL !!,. e!ltlD<S>I!:, C,._ST IN l"L.ACI!:, PE:!lt 5Tl't.UCT'l!"AL l!:Nd>INEl!:!lt' S DETAIL. 4"THICK CONC!lt!:TE FAVEMENT FEIi!. FLAN. ALL OTHE!I!. EXFOSED SURFACES TO BE STUCCO FINISH TO MATC.H ARCHITECTURE. 4. FINISH SURFACI!:, FER FLAN !5. 11'4AT!:!I!. SLIDE AND FOOTIN<S,, FEflt Y'lAT!:11!. PA!l!.K CON5ULTANT. 6. RETAININ6 VsALL 4 FOOTIN<S, FER STRUCTIJl'l!.AL EN.S-INEER'S DETAIL. 1. l"LANTIN(!, A~A, 11!.EFEP". TO l"LANTIN(!, l"L,..NS. 0 ELEVATION 'O' 't:. p ENTFtY A"-CH AND FOUNTAINS I i ELE!VATION 'D' l/4'1:11-ou ~ 11 LEISiEND I. CHI.J Y1ALI.., PER CHI.J i"IALL OETAIL ::2. SIN(!,LE f."l!lt0U6HT 111!.0N 6,._TE, SEE DETAIL 'H', SHEET !5 3. PAL TIN.S-AREA, REFER TO l"LANTIN$ FLANS 4. FINISH 5U!l!.l"ACE, !"ER PLAN . ,,_L.....,-.. ~._-,,--,.l ..... " • FINISH 51./RFACE • 9 in ' OTHER SIDE OF VsALI. '\. . . . . . . ' . . ---... 4 _____ ._ ______ · ____ .· _______ · ______ . ____ -____ ., _______ · LEISiENO I. :2, CMU VsALL, l"l!:11!. CMU VsALL DETAIL tS,UAl'tD RAIL, !"ER .S-UA!l!.D RAIL DETAIL SC.ALE, 1/4"=1'-0" N ELEVATION 'N' !!, ' 4. 6LADIN(!, MC6EAN ORNAMENTAL VASE. TIMl!:Ll!:SS l:!,EAUTY e,e,, COLOR CARll:!,l:!,EAN. ::l" THICK C.AP, POUR IN !"LACE, COLO!I!. $ FINISH TO MATCH APJACENT PAVEMENT, CAP TO SLOFE INVsARD CENTER OF FOUNTAIN§ 0.596 SLOl"E. !5. VASE SUl"PO!ltT/l"EDESTAL, OCTA.S-ON,A,L SHAl"E AS 5HOVsN ON PLAN, FOUR IN FLACE C.ONC.. exe." TILE5 VENEER, 6. ,. FOUNTAIN l!IASIN 1:!,0TTOM $ Y1ALLS, POUl't. IN l"L"'-CE C,ONC,. ex,· TILfS VENl!:Efll. VsA T!:R LEVEL e,. "'' FACE OF FOUNTAIN 1:!,ASIN Vs"'-LL Vs/ STUCCO FINI~ TO HATXH ARCHITECTURE. COMl"AC. TED SUB,!,RAPE 10. CONCRETE FOOTIN<S. II. 24" !:a. CMU l"ILA5TE!lt, 51!:E Dl!:TAIL '5' SHEET 1. I:.:!. DOU6LE ""1".0Ud,HT IRON <!!,ATE!, SELi" LATCHIN.S-, SALVA.S-E EXISTIN,!, AND RE-INSATLL l"ER SHEETS 2 AND S. Vs! ?5" THK. e-AP . • ii-. / . . . EL!::VATION 'E' !/411 :1111 1-011 -' 11. / / NOTE:5 NOTES I. SPOT ELEVATIONS SHOVsN ARE FOIi!. DE:Sl,!,N CONCEPT PURPOSES ONLY, FOR ACCURATE SPOT ELEVATIONS REFER TO CIVIL. EN<SINEER'5 PRECISE .:9,RADIN(!i, PLAN. :2. REFER TO STRUCTURAL ENGINEER'S DETAILS> FOR ALL FOOTIN6 $ !le.ETAININ6 FEATURES. I. SPOT ELEVATIONS !>HOVsN Al'tl!: FO!I!. DESlcS-N CONCEPT l"Vl'l"OSES ONLY, FOR ACCURATE SPOT ELEVATIONS !'l!.EFER TO CIVIL EN,!,INE:E!l!.'S l"!'l.EC.ISE <SRADIN.S-PL,._N, ::2. FOR Y1ATER SLIDE, ALL CLl!:ARANCl!:S TO BE VERIFIED e,y VsATE!I!. l"Al'ltK CONSUL TANT. 9. REFER TO STRUCTURAL EN,!,INEE!lt'S DETAILS FOR ALL FOOTIN<S> • RETAINING, FEATURES. 4. HYDRAULIC EN<S. TO SIZE PUMPS, FILTERS, C.HLORINATOR 4 FILL, SUCTION 4 DETAIL LINES. 5, FOR CONCRETE FOOTIN<9> SIZES 4 SIZE 4 LOCATION OF 11!.EINFORCIN(!i, STEEL, REFE!'lt TO STl'l!.UCTURAL ENcS-. DETAILS t,, FOR MOUNTIN<!, OF FOUNTAIN BO""L5, REFER TO 5TRUC.TIJRAL EN.S-. DETAILS t MANUFACTU!l!.ER'S RECOMMENDATIONS 1. ALL Y1ATEl'it EXFOSED SU!'l!.rACE5 OF THIS FOVNT"'-IN TO BE VsATE!l!.FROOFED AS NEC.ESSARY l"El'lt CONTRACTOR. e. HYDRAULIC EN.S-INEER TO DESIGN, LOCATE AND CONNECT 5UBMEFitSIBLE l"UMI". l'ORR8T ll """"3. JJIA K. lANDfCAl'E ARCHn.cruR!i lAND Fl.AINI'(, 1254 N. COAJ'T H!GffWAY LAGUNA l!l:AG<. CA 926~ "AS-BUILT" APPROVED FOR PLANTING AND ffiRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ARE.AS. TITLE _______ _ REVIEWED BY• INSPECTOR DATE DATE t-----ll---+-------------11----+--+--+----II SHE6ET I CITY OF CAR SBAD ~1E8 PLANNING DEPARTMENT L..!!._J ;:==:..::::=C~O~N::::S:;::T:::R:::U:::C::::T:::10:::N:=D::::ET:::::::A=IL:::S:::::!..====! DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0Tf£R APPROVAL I I : 1, DA TE INITIAL CITY APPROVAL I ' I CLUBHOUSE POOLS LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA APPROVED • /,l -J.l_ ,,.,...,...,=_......."'=-'=~=-1-'-~T"--=E:l=l:fll.-=· 4---ll ·ll•ll>(f! I PLANNING DA TE ·---CHKD BY: __ _ RV'w'D BY• I ] i PROJECT NO. CT03-01 I DRAWING NO· 402-2X , ~ 5 en ~ en ~ I ..------------------------~---...---------------------------r------------------------------, •( <'I :2• ' . ' SCALE, I" ■ 10'-0" LE6END I. C..M.U. 8LOc.lC 5TUc.c.0 l"INleH C.Af"' TO MATC.H AAGHIT!:c.TUflt!:. :2. &x&xl6 C..M.U. $0LID ~T ALL c.l!!LL5. ?5. ReeAK PER 5T'RIJC,TUfllAL. l!N<SoINel!:lll'5 DETAILS 4. &Tl.le.CO l"INleH AND c.oLOlll TO MATc.H Alllc.HITeC. TUR!! !5. l"INl5H ~ 6. ~AN&ION JOINT, !"et JOINT t:,e'rAIL 1. ADJAc.eNT l"AV!!MeNT NOTE: I. 6tltOUT ALL C.MU C,l!!LL~ ~IC,. :2. !"OR C.ONc.flt.l:T!: l"OOTIN& &IZE5 AMC) L-Oc.ATION OI" 1'!!1Nl"Ofl{G,IN6 57"ea., f':.efEK TO 5i11Wc.~ EN6. DETAIL5 T PAVEMENT ADDITION AT eEACH FOOL (ALTERNATE) 5 2' SG!. PILASTER j,.E:<91:ND I. JULIUS !31..UM 4-42e HANDfll.AIL V'I/ l/2"xl•l/4"x?Vlb" I) CHANNEL ~L.D TO f!;OTTOM 2. JULIUS et.UM 44::?ev \/OLUT!; il'IELD TO Ill.AIL.. ~. INTE<!ofll.AL COLOl't CONC. STEl"S 1::2" Tfll.e:ADS • 6" RISERS, TO MATCH ADJACENT l"AVEMENT COLOR 4 FINISH. 4. ADJACENT l"AVIN<S, • LANDIN<$, l"AVIN<S,, SEE !"LAN. 5. l"Ol!R-IN-l"LAC.E C.ONC."ET!; eA5!:/ l"T$. FEFI. STRUC.Tl!f'<AL DETAIL. I!,, DIMENSION PER ST!'WC.T. EN<!!>. DET. 1. COl-'PACTf:D 51.J6(!;AADE PER 5Tll<UCT. EN$. DTL. PLAN SC.ALE, 1/::2" • 1 '-0" 111:4" NOT TO ¾'-Le u e, JULIU5 eLUM 62!5 STEEL ~ALL BAACKET. "I. C.MU, STEl"F'ED ~ALL STIJCCO FINISH • C.OL.011!. TO HATCH Al'tC.HITEC.TlJRE. FOOTIN<S, !"ER STRUCT. EN<S,. DTL. 10. EXl"ANSION JOINT II. DELTA, l"IK SERIE5 FI.ECE5SED STE!" Ll<:!',1-1'1', I~ ~ATT MAX .. FLOtJfll.ESCENT SLACK. 12. EXISTIN<S, PILASTER, TO REMAIN, l"ROTf:CT IN PLAce. I~. PAVEMENT, BEYOND, SEE CONSTRUCflON PLAN, 14. (!i,lJAFI.Dfll.AIL BEYOND, SE!!: DETAIL 'K'. ALSO SEE C.ONST!'WCTION !"LAN FOIi!. LAYOUT. 1!5, ALl6N NE~ 5TEFFED ~ALL V'I/ EXISITN<t l"ILASTER. 16. INTf:<!!>R,._L COLOl't. CONC,, SEE FLAN. 11, HALL CONTINl!E:5 ON ONE SIDE 01" 5TAIRS, 51:E !"LAN. NOTE, '-.JJLIUS et.UM METAL COMl"ONENTS A~ AVAILAeLE FIii.OM, 1::21!55 MA<!!>NOLIA AVE.•IIA RIVEF1.SIDE, CA "1::250:3 (qoqJ es1-04oo ' .. . . :: CLAS5I C I Ill.ON 5UFl"L Y • INSTALL ALL JULIUS eLUM MATl!:11!.IALS TO BE INSTALLED FEF1. MANUFACTl!FI.EFI. SPECIFICATIONS. l ' ::2, ALL ~LDS SHALL eE I/e" FILLET ~LDS ALL AROUND <S,IC!.IND ALL ~ELDS SMOOTH. ~-PAINT ALL HETAL HEMSEl'ltS WON! C.OAT l"l'ltlMEl'lt AND Tl'IO C.OATS EXTERIOR ENAMEL. l"AINT C.OLOl'lt FER CONST. NOTES. STEPS~ HANDRAIL.5 ON Y'iALL. 4 LANDINcS CONNECTION TO DECK , I G HANDRAIL AT RAMP 12' "Tllll!W:> GQtie R HANDRAIL. AT STAIRS FQlllllCSf K HAAG, AJ1.A. K LAIOKAl'E ARQ,llKlUlf LAIO PIANNING 1254 N. COAfT HIGH'IG'.4 Y Ll<GU'<A l!EACH, CA 92651 ~ (94?) 376-'™6 ~ !9•91 :Jltr'I06! :!•'';'•{!~ .\J>;~~---~ ' -l-,. --, , -«- • ,I) ' if; t! ~ I 1/411 ~ >, >, 1. JJLIU!> BLUM -4-4:2& H~IL Jl't/ l/:!"xl-l/4"~/16' U ct+ANNa. ~P TO BOTTOM ANP fl'O&TI!!> :2. JJLII.Je BLUM -M:2&V VOUM! l"l!LD TO RAIL. 9. I 1/4" 50!. H!AVT' ~ '1'1.19U1.Afll &~POST 4. GONc.RETE RAMP 9. GO~ PRILL ANP ~ P"IU. 6. _.., leeAflt • THtc::.Kl!Nl!:P CONG~ !"TIS 1. THI~ ~ e LOG-ATION Of' !"OST BASE TY1" &. I 1/4' 1!!5WT'CHl!!ON l"L.AT! T'11". AT ALL fl'O&TS ... GOMPAc.Te, ~ Pell. ~IC.AL l'J:l"'Ol"-T NOTE, I. JJLIUS ISi.UM ME!TAL C.OMl"'OleN'T'& AIII!! AVAILA!91.E l"'lltOM, C.~IC, ll'tON~Y 1:2195 MA6NOLIA AVl!!.•IIA RI\/ER51P!:, C.A .. :2909 ("IO"I) 951-0400 •c.LEAfll.ANC.E 6ETl'll::EN HANDfll.AIL • ADJ. V'IALL SHALL 5E 1-1/2" MIN. :2. ALL ~ SHALL ee 1/&" P"IU.l!:T l"ELP5 ALL AlltOUNP cM'llNP ALL l"ELP5 SMOOTH 5. PAINT ALL Ml!:TAL M!!MLL-0 ,<I 01II!! GOAT l"RIMC1' ANP ~ GOATS EXTel!.IOR eNAMEL. PAINT GOLOII l"El'lt C.O~T. NOTe. 4, HANJ::IRAIL POST5 SHALL Ill!: 4" O.G. !"ROM OUTSIPE IW62 Of' !>TEP POUR TYP. 5. KAMI" 5LOl"I!:, MOT TO e><c.e!!!P & .Ml ~ C.ALll"O!IOIIA Ac.c.~191LITI' c.c:>De C.LEAP'<ANC.E 6ET~EEN HAND!ltAIL c ADJ. l'IALL 5HALL e.E 1-1/2" MIN. I, JULll.e 1!!11.lJM -4-4:2& fol~IL l'4.' 1/2"xl-l/'4"x8/16" U OHANNl!:L. Jl't!!LP TO BOTTOM ANP !'"051'5 2. JULIUS 1!!11.lJM -4-4::i&V VOLU'T'I! l'l!J.C) TO AAIL. !I. I 1/4' !kit II &A, ~TS, ,-,itov'fCII! MIP POST li'IH!!N STEPS !!XG!!eP 4 RIS!!lllS, 4. l!!xi-AN9I0N .Jc:)INTS Pl!!R .Jc:)INT PLTAIL 5. APJAa!NT l"AvtNII Pl'!flt CONSfflU/c.TION l"LAN 6. GONc.~ l"T6. Pl'!flt 9'f!IWC:.TUAAL 1. ~AP / 6' RISl!!R 51'1!!1"5, l"OUlll IN l"LACE ~. STLI" SUl'ltl"~!! FINISH TO MATCH APJAc.f!NT l"AVl!!M!NT &. COM"Ac.'T!!P ~ 1"211. e'"'1c.T. ENII. cm.. NOTE, I. JULIUS l!ILLM METAL~ AIII!! AV,',ILAeLE l"IIOM, c.LASSIC. ll'tON ~y 1:2195 MAISNOL.IA AVl!!,IIIIA Rlvet!>IPI!:, C.A "12!!!0!! ("IO"I) e!ll-c-400 :2. ALL l'l!LPS SHALL !!91!! 1/e" l"IUZT li'll!!LDS ALL Af'OUNC) MUNP ALL l"'lel.DS SMOOTH !I. PAINT ALL. M!!TAL I 1!:t UK., ~ ON! GOAT l"RIMe!ll ANC> Tl"IO C,OA'T'9 EXTERIOR eNAMl!!L. 1""-INT GOI.Ofll. l"eR c.oNST. NOT!:S. 4. HANPAAIL fl'O&TS ~ 9E ,4• 0.G. l"fll.OM OIJTSIPI!: EDIK O'f" ST!!I" l"OUlll TY'l". "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ DATE REVIE\JED BY, INSPECT□R DATE I SH7EET I CITY OF CARLSBAD l---+--4---------------,f--+--l--+---I PLANNING DEPARTMENT l---+--+----------------,1---+---t---+---t OAT[ INITIAL ENGINEER OF WORK REVISION DESCRIPTION Ill CONSTRUCTION DETAILS CLUBHOUSE POOLS LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA AP ROVED Y: __ _ f--lM_TE_.,__INI_TI_AL-+-_DA_TE_,_I_NI_TIA_l-t CHKD BY: __ DTf£R N'PRDV~L CITY APPROVAL RV\i/D BY1 PROJECT NO. CT03-01 I DRAWING NO. 402-2X I I T C?. .... ,.., 0 OOIENM. C0NST1MmON NOTES 1. ICOl't: ProvidE lobor, m,:iteriols, tool•. permits, taxes ond ot! other requirements considered osi necessary to complete planting installotion as indicated on the Landscape Improvement P'!ons for the Lo Colta Spa. The installation shall be complete in every respect to the satisfaction of tc:SL 011Yelopment Corp. hereinafter referred t.o as the "Owner" or the "Owner's representative." 2. ---· A. The londl!lca~ controctor shall be-licensed or certified by the state of California for performance of the type and scope of work shown on the plans. e. The contractor shall carry oll necessary insurance to cover oll workers and installation crews and oth~rs incidental to the work of this job !!!O as to offer full protection to the Owner and the preparer of this specification and associated drowing pa,ckoge from ary possible domoge, suit, lien, or other action directed ogoinst, to, or on the Owner•~ property, agency or agent. C. The contractor shall apply for and pay for all necessary construction permits ond fees required by local, state, ond federa! governing codes ond municipalities to complete the work. 0. Locol. state, and federal codes, laws, rules and regulotlons governing or relating to any portion of this work ore hereby made a part of these plans and specifications af!ld shall take precedence over details, specifications. and direction delineated herein. E. The contractor shall maintain a qualified supervisor on the site at all times during construction through completion of pick-up work. F'. The design, as indicated on the plan$, is dku1rammatic. Scaled dimensions ore approximot•. Verify all site dimensions prior to proceeding with the work. In the cas,e of disereponcy the oetua I field conditions shall dictate the mo,t prudent and recsonab-le method of resolving plan/field discrepancies. It is the responsibility of the contrador to point out and document to Owner (verbally and in writing) any plan/field discrepancies providing ample time withiri the construction sequence to allow the Owner to resolve the discrepancy and recommend a revised course of construction of action to proceed with the work. G. Referitnce Documents: 1. American Joint Committee on Horticulture Nomenclature. Standardized Plant Names, latest edition. 2 American Associ01tion of Nurserymen Inc, American Standard for Nursery Stock, latest edition. 3. Standard Specifications for ftesort and General Public Works Construction. 4 Agricultural Code of California. 5. Car1abad Municipal Code 6. UBC 7. UPC H. Proceed only under ti'le direction of the Owner's representative should there be a-ny encountered obstructions, grade differencts or discrep<:1ncies found on the site or any discrepancies within thie plans from those encountered in the field. Immediately bring discrepancies to the attention of the Owner and the owner's repre5entotive. If r'lotificotion it not provided, the contractor shall assume full ree:ponsibility for nece!'n,ary revisions. I. The contractor shall note ell existing finish gradee prior to commencing work. Restore ftniS;h grodee chongEd during th,e course of the work to origiriol contours or intended contours where indicated on the plans os procti¢ol. J. The contractor shall coordinate installation of planting to avoid conflicts with grading, construction, irrigation, utilities, or e:ngineering or architecturol features. The controctor stioll o,dhere to the construction procedures required by the general public Worh Deportment of the City of CGrllbod in all coses. I<. The instructions to bidders provided herein shall be completed ond returne-d to the Owner's repre~entative with the bid by the contractor ond ore o port of these bid documents. L. Upon oword of the controct, the contractor shall immediately locate, order arid purchase, or hove held, al! specified plant material. M, The $ite shotl be kept clean and free of excess equfpment, rnoteriols and rubbish incidento! to the work during the construction and maintenance period. N. The Owner's represent01tive shall hove the right to suggest and make minor modification in the design and installation, If additionoJI compensation is required to accomplish these changes, o chonge ordtr shall be preparl!ld by the owner to address the change in scope of this contract. 0. Prior to e>::covotion, notify Underground Service Alert (1-800-422-4133) ond locate utilities, electric cables, conduits, sprinkler lines, head:':!, valves, and valve control wires so that proper precautions may be taken not to damage such improvement$. ln the event of a conflict between existing lines and plant locations, promptly notify the Owner's representative to arrange for relocation of utilities or redesign of improvement plans. P. Notify Owner's representative in writing of soil or drainage conditions encountered during con·struction which ere potentially detrimental. 3. IWIONIIY A. All masonry shall be reinforced 9routed masonry. Grout solid all cell& which contain rebar, boltl!i, etc, Grout solid o!I cells below grade. Spiecific compressive strength (F.M.) shall be 1500 psi minimum without inspection. UNO. B. Mortar shall be type "s" mixed in the proportion of 1 part Portlo-nd Cement to ½ to 1/4 parts lime putty to 2·-1/4 to 3 times the sum of the cement plus lime putty ports of sand. C. Grout shall attain o minimum compressive 91trength of 2000 psi and shall be mixed 1n proportions of 1 port Portland Cement to 1/10 part lime putty to 2 to 3 parts sand to a maximum of 2 parts grovel. D. Aggregates for mortar and grout shall be natural sand and rock conformin9 to ASH.1 C-144 (mortar) and C-404 (grout). E Cement shall be Portland Cemenl conforming lo ASTM C-150, type I or II, low alkali. F. All concrete block shell conform to ASTM C-90, grade N-I. G. A!I reinforcement, bolts, etc. Sholl hove a minimum 9rout covEroge of 3/4". H. See the architectural drowings for type of units, laying potte~n, and Joint details. Unless specifically shown oth-erwise, oll concrete block sholll be laid in running bond. 4. ~ srt!L A. All fobrication and ere-ction shoH conform to the k,test tdition of the Also. Manual of Steel Construction. B. All welding shall be done by certified welders. All fiekt welding 111holl havt continuous inspection by a registered Deputy Inspector or as re.quired by local building code. C. All full penetration groove welds shall b• uftroeonlcolly tested (UT) for the extent required per the current edition of the Uniform Building Code. O. All structural ste&I shall conform to ASHA A-36. E. Anchor bolts and unfinish,ed bolts shotl conform to ASTM A-307. F. All welding electrodes shall 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). IJ, M:JNfOIICINO STl!El. A. Reinforcing steel shall conform to ASTM A-615, Grode 40 for sized #3 and #4 and grade 60 for :sizes f/5 ond larger, 8. Welded wire fabric (mesh) shall conform to the latest revised ASHA A-185. Smooth wire fobric shall conform to ASTM 185, yield strength 50 KSL C, Welding of reinforcing stetl shall conform to AWSD d12-1 using proper low hydrogen electrodes. All bars to be welded shall conform to ASTM A-706. D. All bars in masonry shall be lapped a minimum of 40 bar diameters (2' -0" min.) ot oil splices unless noted otherwise. E. All bars in concrete shall be lapped a minimum of 36 bor diometers (2' -0" min.) at oil -splices unless noted otherwise. F. Splices of horizontal rebor in walls and footings shall be stoggered 4'-0" minimum. G. Dowels for walls and columns shall be the some -size and spacing as the: wall/column reinforcing unless noted otherwiM. H. All bending of reinforcing steel shall conform to the lotest edition of the Uniform Building Code. I. CONCIIETE A. Unlesis noted otherwise. oll ~onereite shall <:ittain a minimum compre:':lsive strength of 2500 psi at 28 days. 8, Aggregates shalt be natural sand and rock conforming to ASTM C-33. C. Cement shall be Portland ASTM Cement conforming to ASTM C-150, type V, low olkali, or <:is required to satisfy site soil conditions as determined by th& project Soils Engineer. 0. Woter shall be potable, clean and free from injurious amounts or oil, ocids, alkalis. $Olts, organic materials, or other substances that may be deleterious to concrete or reinforcement. E. Admixtures to be used in concrete shall M subject to prior opprov<ll by the engined!,r. F. Maximum permissible water-cement ratios for concrete shall conform to current U,8.C. G. Concrete shall be cured while in (I moist condition for at !east the first 7 days ofter placement. Methods for accelerated curing shall have prior approval of the Engineer or Owner's representativ•. H. The following minimum clear distances betwee-n reinforcing steet and face of concrete shall be maintained unless noted otherwise. Slobs on grade Center of slab Concrete below grade, formed 2" Concrete below grade, unformed (poured ogoinst earth) 3" Concrete exposed to weather 1-1/2" I, Pipes may poss through structural concrete in sleeves, but shall not be embedded therein, Pipes or ducts exceeding 1 /3 the slab or woll thlcknesg shall not be ploced in the structural concrete unless specifically detailed by Structural Engineer. J. Provide 3/4" chamfers at all exposed corners. K. Refer to crchitecturol drawings for reveals, areas of textured concrete or specicl finishes, items required to be cost into the concrete, curbs and slob depressions. 7. l'OIIM WORK, IIEMOVAI. OF l"OIIM!l ANO SHOIIES A. The Contr¢ctor ehoH design all form8 and aupporting shores in conformance with ACI 347-78. Design shall include rate and method of plocing concrete and construction loads, including vertical, horizontal, and impact loads. Forms shall be substantial and sufficiently tight to prevent leakage of mortar and properly braced or tied to maintain position and shape. 8, Forms shall be removed in such a manner as not to impair safety and serviceability of the structure. All concrete to be exposed by-form removal shall have sufficient strength not to be damaged thereby. The AC! Committee 347 suggests the following minimum time forms and supports should remain in place under ordinary conditions as applies to this project: Wolle and eKposed vertical surfaces 12 hours C. Reshore until 28 days after placement, and for full duration wher,e construction loads exceed specified service loade. Reshore shall conform to ACI 347-78. I. OENEIIALNOTES A. All construction and workmaMhip shall conform to the 1994 Uniform Building Code. B. These notes shall be used in conjunction with the plons ond cny dlscreponeies shall be brought to the attention of the Archltect and the Engineer. C. Contractor must check dimensions, froming conditions, and site conditions before starting work. The Architect <:ind the Engineer shall be notified immediately of any dlscreponcies or possible deficiencies. D. Conditions not specifically detailed shall be constructed as specified in lyplcol details for the respective materials. E. The drowlngis and specifications represent the finished structure. All broclng, temporary supports, shoring, etc. is the sole responsibility of the Contractor. Observation visits to the job site by the Architect and the Engineer do not include inspection of construction procedures. The Contractor is solely responsible for o!I construction methods and for safety conditions at the work ,ite. These visits shall not be construed as continuous and detailed inspections. f. De$ign, material$, equipment, and products othtr than those described below or indicated on the drawings may bee considersd for use, provided prior approval is obtained from the Owner. Architect, Engineer and applicable governing Gode authority. G. All conditions noted as existing ore boe:ed on the best information currently ovoi!able at the: time of preparotlon of these drawings. The Contractor is to verify all conditions before starting work. Should conditions arise which are dlfferient from those shown <>n th-e drawings, the Architect and Engineer shall be notified l.mmedkitely ond additional drawings based on more accurate information will be prepared. I. FOUNDA110N A. All existing fill soil ond disturbed natural se,,i'ls ore to be e:.i:covotttd and replaced with properly compacted fill. All filling, backfilling. re-compaction. etc. is to bit performed only under the supervision of a Soils Engineer, B. All excavations ore to bt inspi&cted ond approved by a Soils Engineer prior to the plQcement of any concrete or reinforcing steel. C, Footings are to be carried a minimum of 1 '-6" Into flrm undisturbed notural soils or approved compocted fill. D. De,lgn bearing p.-.ssure is 1800 feel psf (continuous footings) with a 33% Increase for seismic or wind loading. F'. Relotlvely non-exponsive fill should be uffd in backfilling ~hlnd walls. All walls sholl be Qdequotely shored during the backfill operotion. G. All excavations, grading, compaction, etc. Sholl b,e performed in accordance with the soils report. H. The Contractor must verify that the plans liov• been reviewed by th~ Soils Engineer prior to start of construction. 10. ClRADINO PL»I NOTES A. A11 local building o-rdlnonce shall toke precedence over the (Jonstruction scope described herein. e. During rough gradfng operotrons and prior to construetion of permanent drainage structures, temporary droinoge control shall be provided to avoid wash-outs and damage to constructfon underway. C. Swolo slope• shall be a minimum of 5%. Cut and fill slop$s shall be o minimum of 2%. D. The design Civil Engineer shall i&xercise sufficient project/site control during grading and construction to insure compliance with the intent of the drawin~ and specifications. E. The Soils Engineer shalt e,xercise sufficient control during grading ond construction to insure compliance with the local construction techniques and requirements in order to implement the intent of the drawings and specifications. F. All underground drainage and utility facilities shall be in ploce and Inspected prior to backfill and paving including but not limited to the following: sewer, water, drainoge, gas, and electrical service. G. Fill and backfill should be compacted to a minimum of 90¾ of optimum dry density in oreas to receive pavement or tennis facility improvements including, but not limited to the following: tennis court surfcce improvements, tennis court lighting standards, tennis court fencing, seoting oreas, retaining walls. H. The elevations of surfaces shown on the pion by a spot elevation shall be assumed to be located at the decimal point of the spot elevation shown. L The grades depicted by spot elevations shown on the plan are relative to one another. Under the direction of the Design Engineer, elevations may be adjusted in the field to address special site conditions not addressed on the pion. NOTE: Contractor and owner to be, noticed of the following: For swimming considered a Pools, Spas, Hazardous and Waste fountains: When disposing in the State of California. of MURIATIC POOL ACID, it IS "If you knowing 1 . s e 11, about store, use, and obeying otherwise hazardous discard, or applicable handle Muriatic Acid, you are responsible for 2. "Unlawful punishable violation." by storage, transportation, imprisonment 1n the or disposal County jail or waste lows. " of WASTE MURIATIC POOL ACID 1s State prison, and fines of up to $250,000 per If you Unified don't know the rules Program Agency. call the local Hazardous Materials Management Division or Certified F0mEJT <. HAAG, All.A, IIC [NOJ[,olff AllCHl10C1UllE LAN) fl.ANNING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE. _______ _ REVIE'JED BY1 DATE INSPECTOR DATE I SHiET I CITY OF CARLSBAD ~, ~====~====~==============================j=====t====t====t====! PLANNING DEPARTMENT ~ DAlt INf nAL DAlE INITIAL DAlE INITI"'L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY N'PROVAL CONSTRUCTION SPECIFICATIONS CLUBHOUSE POOLS LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA I APPROVED 11--c. l ~-~ I1-f·~~ DATE PLANNING unN tjY: I PROJECT NO. I DRAWING NO. CHKD BY: RV'JD BY, CTOS-O1 402-ZX I ...., ...., 0 -~ ~ ,::,. t ~ ~ r.:J {I'] ::) 8 i:i. ·J -~ ~ ] a ~ .. {I'] ai~eq / cj I ..., I I I I I ' ~ ~ .,/ ~\ ' ,,, "'' ,' \ ~ <~ l:Xl!lTIN<lo CMAM~OP"!> MI.IMll.l!l TO Rl!:MAIN, l"ROT!=CT IN l"I.ACI: ,~/ 1/ / '/ '1b I ' ---;--"7--- ' I / ', / '-,-'/ ',,✓ ' ' " -. ·"\\ ·,-r-~,----,.~ ,>•</(,A,/,/',./' /,. -, _.--. /'-\ I "/ . . . '// ' / ;x', / ', / ', / ', / ',--:: ',/ '> / ', \ ''rl-+-t----!---/'-t---,-----i-+-t---, A //"-, ,/ ... -, '"' "-,,_,,>,,,, . /Y', .. /;,\, . / ' ./ '·, <, / ~\ \ I _:-( )< '/,· ~< :x"' ,,>( :~,, >: ')( ";.. '>( ~J\.,, i\ \ -I ---I I<:!,.,.~:~ --I : I EX15T1Ni!', l'Hl:ONIX <;; ... N ... Rl!=N!ll!l --~ TO REM ... IN, PROTE:C.T IN PLACE 1--cc+---, --:-----1 __ .!_ __ --___ J 11-■m. I I ./~+--t---i'--+-' ' I I --l--- 1 ' ' -,.--+--t--+--+--+ ___ :,._ I ' I ' 1'1~-----1-:-~-t-----1--+--l~-+--':i..,, ---~~ •' I ' ' I I I ... \ ------r--1;· ~----t- -·.--1-+-+-t--t--+--+-,., I I I I ' ' \ ' I Ill,, I ., ' ' ·-t- ~•PAI.Ml! AT ~L.[C,!! .. ARl!!A TO !!!!; l"IEt.P TREE LEGEND BOTANICAL NAHE: 0 !lCHff'l'L!!RA AReoltlCA l'HO!:NIX DACTYLll"e'lA COMMON NAHE: H~IIANl:LI' :¾HEFFLE= !lYA<!IRL5 111:0MANZOl"l'IANIJM OI.JEl:N PALM PALM SIZE KEY f MOl"IN TRUNK Hl!:l<SHT 20' SHRUB LEGEND !l'l"MeOL ElOTANICAL NA'11: €l Ai!',Al"ANTHVS ORIENTALIS @ AUCUBA JAl"ONICA VARl!!<!IATA' COMMON NAM!!' LILY Of" THI: NILE JAi" ANl!:!>I: AUCUBA '6" i,c,x 15' !!!.T.H. 15' i,.,T.H. UNL.1!!55 NOTl!!D ON l"LAN size !! <!IAL !! ,!',Al. R!!MARK!l It';" O.C. 90" o.c.. OTY OTY 11"1 46 t.OC,ATI:D. 5HOl'IN f'OR @ K::4MIT ~ HAAG, An.A, K LANDSCAPE AIKJ,liTIGLI\I LAND Pl.ANNI'«, 1254 N. COA/T HIGH'll'AY LAGUNA l!EAOi, (A 92d5I ~ {9491 376-9066 ~ (l>49) 376- QUANTITY AND SIZE' i"VRPOS!:!! ONI. Y. EB @ 0 0 0 ® DICK50NIA ANTARCTICA H!!t-1!:ROCALl.l!l HYflllt.lD MAND!!VILLA 5FLE!NOEN!! l"+tlLODl!:N=N 6l l"INNATIFIDIJM l"ITTO!'>l"ORUM TO!!!IRA 111:HODOD!=NDRON !!TRELITZIA l'l?Ei!',INAE TRACHl!!I.O~RMUM JA5MINOIDl:5 ANNUAL COi.OP! TASHAINIAN Tlltl!!I!! l"l!!RN DAYI.ILY 'RED RIDIN,!', HOOC,' l"HILOD!=NDRON 'CRE,,.M DI! MINT' AZALl:A BIRD OF I" AlltADl!ll!! ST AP! JASMIN!;; f!,Y !ll:A!lON 15 ,!',AL 4' o.c. ::it, !!I ,!',AL If>" 0.C. 111 I 6-AL 24'' o.c. 154 l!!I ,!',AL !!' o.c. 50 I $AL .:14" o.c. ,~o !5 ,!',AL :2' 0.C. l!!i!> I!! >!!>AL !!' o.c. 54 '6" o.c. 4" 190T 6"0.C. VINE LEcS>END SYMBOi. ElOT ... NICAL NAM!!: COMMON N ... M!; OTY. 601.J<!l ... lNVILLl!!A TRACHEL~MM JA5MINOIDI;$ I!! >!l>"'L ... TT ... CH TO -LL OR f'!=NCI: ... TT ... CH TO -LL OR F!=NC.I: NOTES I. MINIMUM 01" !," 01" 01/ti!',ANIC MUI.CH 5H ... LL BE ADDl!!D IN NON-TURI' l'L ... NTIN,1, ARI!!!! l'IITH 51..01"1:5 I.ES!! TH"'N !,,I SLOPE TO COVER $011. Wl'l:FACI!! C.OMl"LET!=LY. l'iHl!:R!: ADJACENT TO HARD 5URl'AC!=5 5UCH "'5 51D!=-LK5, C.UPll!!S, 0111. DRIVES (i"IHERE FINISH 6-R.ADE 5H ... Ll. 6E I" 6ELOl'I THI: TOI" OF THE: HA"1:l-5URFAC!!S '51.iCH "'$ !::>IDE-1.K5, Cl!Re!l, OR DRIVES (i"IH!;RE l"INl5H <SAADE !!>H"'LL BE I" BELOl"I THE TOI" 01" THI: H ... RD-SLJRFACE), THI: MULCH THIC.KNl:!l5 MAY T ... l"!:!t. DO>'IN TO I" THICK. 0 10 "AS-BUILT" 111 .:IO'-O'' ! 20 APPROVED FOR PLANTING AND IRRlGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE REVIEIJED BY, INSPECTOR DATE 1---1-----11-----------~-+---+--+---t I SHgEET I CITY OF CARLSBAD ~8 PLANNING DEPARTMENT ~ ;:::::=:.:::::========:::::..:::=~ DATE INITIAL DATE INITIAL DA TE INl'llAL ENGINEER OF WOAI< RE:VISION DESCRIPTION OTHER ~Pl'RDVAL CITY APPROVAL PLANTING PLAN CLUBHOUSE POOLS LA COSTA RESORT & CA.RLSBA.D, CALIFORNIA. I APPROVED Y: CHKD BY: __ _ RVIJD BY, PROJECT NO. CT03-0f SPA DRAWING NO. 402-2X H J ,,----\ 2 ---0 LEwsEND 1. 11✓, II X 1/4, II !:'r'!: BOLT! 2. II&" GALVANIZED CAl!ILI!!!> (TYl'".J ?J~T~~1_vlNES TO CAeLES IIIITI-I .) WALL/FENCE 4. AMENDED eACKJIILL MIX TO ee OF NATIVE SOIL ONLY !>. l'"LANT Dlll!ECTL Y ADJACENT TO VE!ltTICAL GRADE (>_ S.EE VINE l'"LANTINa. DETAIL ESPALIER ON ~LL DETAIL !!>ECTION L!:C:sl!ND I. PALM T"1.INK 2. !'IL Tell! P'Ae"'IC UJIT!-1 I;! 12" DIA. X 3' DEEP 6UMI'" MIN. FILLED WITI-I CLEAN NUlll:61:l'tY &AND. 3. ~8,JECl'i!OIIIN AT Oll!IG,INAL LIN!: OF &. JltOOT !!ALL 'il. EXIS>TINc. &OIL 4. 3" DIA. &NAI'" CAP AT 2" AeOV!! C.l'tADE !,. 3" DIA. l"VC JDIPE. CONNECT TO eue-&UJl<FACE Dl'tAINAC:sE, COOl'tDINATI! UJ/ CIVIL ENG,. PLAN l<Z>. t~~irl'AfT~~f"ILL. 6EE 6. WATEIII: eAS.IN 3" MIN. DEPTI-I Af'TE"' INITIAL WATEl'tlNC. eY I-IOS.E. l'tEMOVI! eAS.IN IN LAUJN Ai'<e:Ae. II. O!ltlC:slNAL LINE OF S>LOFE 12. &LOPE, TYPICAL 1. 21 G~M PLANT TAeLET. S>EI! SPECIFICATIONS. PALM PLANTIN(S, DETAIL -ON SLOPE ___ ___, 2 °1'7-J!lfijs'.:,_-('!l ·c1i ,,m----,1iid'ic~n1-,f, .-. 'l"T---T'"'--l"i"f~-•· '-·••--1j-. c'IT - -' NOTE 12 LEc.END L I"' ALM Tl'tl.JNK 2. Aeove C:sJltADE lfll!10i!luATION eueeLEI'< -l'tEF'Efllt TO lfl<l'<IC:sATION DETAILS FOJII< IN&TALLATION OF eueeLEI'! 3. ;," DIA SNAF CAP AT 2" AeOVE C:sJltADE 4. 3" DIA. l'"VC l"'ll"E. CONNl!CT TO e,ue-SUJllllF'ACE DlltAINAC:se. COO!',!DINATE WI CIVIL ENG.. l'"LAN !,, 4" 6El'l!M 6. FINle.1-1 C:sl'i!ADE 1. l!!Tl-4, l'tEFE!lt TO !"'LANTING, PLANS 8. AMENDED BACKFILL, Jll!EFEp;? TO &f'EC&. '3. FLANT TAeLETS -&EE SPl:CIFICATIONS 1.:, FIL TE!lt FA!!1'1C IL COMPACTED SUee:sl'tADE 12. 12" DIA. X 3' DEEF' &UMP MIN. FILLED WITl-1 CLEAN NUl'<i!>EllltY &AND. 13. l'l!OOT eALL L CONTflltACTOII< &I-IALL PLACE PALM T!ltUNK IN l!XACT CENTEp;? OF Tl'tEE WELL 2. llltEFEl'lt TO IJlttltlG!ATION PLAN!!> TO COOll!DINATE INSTALLATION AND NUMSEI'< OF lfl<l'<lc.ATION eueeLEl'ltS 3. LANDSCAPE Al'tCI-IITECT TO AFPROVI! l-l!IC.I-IT AND LOCATION OF PALMS Pl'!IOR TO PLANTING, 4. FALM Tl'tEE l'tOOT eALLS. VAflltY l"El't TYPE OF PALM AND SU,..,..LIEl't OF Tll!EE&. CONTl'tACTOfllt e.l-lALL VEflltlFY llltOOTeALL S.IZES AND FIT fltEQUll'ltEMENTS, l"'RIOR TO D!'!AINAC:sE S.YS.TEM OIi! &UMP INSTALLATION. !,, SEE &FECIFICATION& FOl't TYING, F!'<OND& AND 5KINNINa. Tfl<UNKS PALM PLANTIN6 DETAIL 'I i I NT& NT& NT& i . E F i:!iECTION LEGEND NOTE T"AIN VINE TO FENCE / WALL I. I!!, GAL. VINE AS INDICATED ON PLAN 2. IIIATE!lt eA!!>IN 3" MIN . DEPTl-l 3. FINIS.I-I C:s!ltADE. 4. AMENDED !!lACKl'ILL MIX TO l5E OF NATIVE !!>OIL ONLY !,_ ;?I C:s"-AM PLANT TAeLET -$EE !!>FECIFICATION!!> f>. EX18TINC:s SOIL 1. ROOT 6ALL VINE PLANTIN(S, DETAIL pqvAILING WIND 0 0 PLAN N.T.S. !,ECTION LEC.END I. V.I.T. Ti=eeE TIE 6Ul"t"'Op;?T STOCK NO. LP. (OR APPROVED EQUAL) 2. 2"• X 10' LODGsE FOLi! PINE S>TAKe. (2 > TOT AL. Keep CLeAp;? OF ROOT 6ALL. e,ee SPECIFICATION& 3. p;!OOT Cp;!OIJJN AT Opi;?IC.INAL LINE OF &LOPE 4. UJATel't eA!,IN 3" MIN. DEPTl-l AFTEl't INITIAL WATERING e,y 1-!0!,E. p;?EMOVE 5AS>IN IN LAWN Al'tl!A8. !>. !ltOOT eALL ... 21 GRAM FLANT TAeLET. !,EE SPECIFICATIONS, 1. ll!OOT eALL e. EXIS.TINa. S.OIL 'il. AMENDED eACKFILL. !!>EE SFECIFICATIONS 10. Oll!IC.INAL LINE OF SLOFI! II. 2,1 S.LOFE. TYFlCAL TREE FLANTIN(S DETAIL -ON SLOPE 'V/ />'./," /',•'/:',/yB + + + + +· + + + + + + + + + !---,f-11·-f+l++tl I + + + + + + + + + + + + + + _J11 .• ~1. f11--sn1..;.:1i1 ,TI1----_fl1--.. -n, .... fi1. .. ·n1:::;:;1i1~i1---n1--··TI &ECTION rP • • D D • D • • • • • FLAN LEGEND L PLANT MATEl'ltlAL 2. 2" D!!P MULCI-I 3. FINIS.I-I C.RADE 4. AMENDED eACKFILL MIX TO ee OF NATIVE SOIL ONLY !,. EDGE OF FAVINc., WALK. WALL Ol'o! CUl'lt6 6. 1/2 D. UNLESS OTI-IE!l<UJl&E NOTED. NOTE LOCATE FLANTS. &FACED EQUAL DIS.TANCE /D! FROM EACl-1 OTl-lelllt A& &I-IOIIIN. D -A& NOTED ON PLAN 011! LEGEND <$,ROUND C.OVER I SHRUB DETAIL D NT& CANOPY Tlll!EE PLAN LEc.END I. 111:00T !!Afll!10i!IEl't, COl"OL YM!:11! 2. CONCl"!:TE UJALK, eulLDINa. UJALL. FOL YFRCPYLENE, INJECTION MOLDED .08!Z/ TI-IICKNES,$ ll!OOT 6Al'<l'i!IE!',! A$ MANUFACTU!',!ED 6Y DEEP !',!OOT CO!',!FO!',!ATION (8(Z)0 > 4E>8-166&. GA!',!DEN UJALL, CUll!e, OIi! OTI-IE" I-IA!',!DS>CAPE FEA TU!',!E. <S>EE S>FECIFICATIONS,) eueMIT S>AMl"LE TO OIJJNElll:'S> Jll!EFElll:eENT AIV!! f LAND8CAl"E Al'<Cl-llTECT FOi'< AFFl'<OVAL l"RIOII! TO INS>TALLATION. ROOT BARRIER DETAIL " ---0 ""'t"~------14 ..,.""'.".'-----; !!, .,___.;.,,.. ___ 3 X WIDTl-1 OF l'tOOT ALL LEGEND I. I Ol't !, GAL. Sl-ll'tU!!I 2. WATER !!>A&IN 3" MIN. DEPTI-I 3. FINIS.I-I Gs!ltADE. 4. AMeNDED eA.CKFILL MIX TO el! OF NATIVE SOIL ONLY !!,, 21 G,Jl<AM FLA.NT TA6LET -&Ee SPECIFICATION& 6. l!!XISTINC. SOIL 1. !ltOOT eALL SHRUB FLANTIN(S, DETAIL f=~ H.....:;. AJ1A. K wore.APE AACH111rnJllE LMOPWl'IING 1254 N. COAJ"T HIGHWAY LAGUNA BEACH CA 92651 ~ 19•91 376-9066 e 19491 CJ]t,.9067 NT& NT& 12.:,· FLAN II LEGEND 1. eox Till!EE 2. l'tl!INFO!ltCED l'<UeeEl't 1-lOeE TIE UJITl-l 'il GAUC.E Wll'tl! 3. WATEJI< eA&IN 3" MIN. DEPTI-I AFTE!!lt INITIAL WATEl'tlNGi eY I-IOSE. !ltl!MOVE eASIN IN LAIJJN Al'tl!AS 4.<C:OUY AS l'tl:QUlll!ED TO SUFFO!ltT Tl'tl!:E (;, HIN.!. ADDITIONAL GUYS AS. DIRECTED 6Y LAND&CAPE Afl<CI-IITECT !,, 1/2" PVC &LEEVI! A TREE PLANTIN(S DETAIL 1"1'teVAILI~ WIND 0 ~ 0 • .i; ,I) !' Q ' i- LEuEND I. IOIJ9-HO!!!! AMP 2,:, GAUGE &AL v. Wll't!!. ST Al"LE Wll't!! TO Tl't!!E ST AKE 2. 2" ♦ X k!>' LODGI! l"OL! l"IN!! ST AKE. KEIi" CLEAR OF ROOT 9ALL. S!!! !l"!CIPICATION& 3. WATER 9ASIN 3' HIN. Dll"Ti,l ,.,.Tl!R INITIAL WATERING. 9Y H051!. l'll!HOVE 9ASIN IN LAt!N AREAS AND A& Dl""CTl!D 9Y LAND&CAl"E .IIIIICMITECT 3 X WIDTI-I 0 6. FINISl-4 C:s!ltADE 1.z> 1. &TEEL C:sUY ANCI-IOII< .36" LONG MAXIIIELL O!lt EQUAL e,, 21 C:sllltAM FLANT TAeLET. e.Ee Sf'ECIFICATIONS '!l. EXISTING, SOIL IIZ'. AME:NDED eACKFILL MIX TO ee OF NATIVE &OIL ONLY IL llltOOT eALL TRIPLE (5,LJY . _, ---; ' ' 4. FINleH GRAD!! 5. 21 GoRAH l"LANT TA9LET. HE Sl"ECIPICATIONS o,, ROOT eALL 7, AHENDED 9ACKJIILL. !IEE Sl"ECIPICATIONS 8. EX1$TINCir &OIL. 2 B TREE PLANTIN(S DETAIL -DOUBLE STAKE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ REVIEIJED BY, INSPECTOR NT& NT& DATE DATE fSHEEi7 CITY OF CA LS AD ~ 1-----t--+-----------------1f-------1---1-----1 ~ PLANNING DEPARTMENT L.:!!__j ;=:=-============::::::::::====~=:: PLANTING DETAILS CLUBHOUSE POOLS LA COSTA RESORT ct SPA CARLSBAD, CAUFORNI.A 1----+--+-----------------+----t---t-----+---I I APPROVED ..,_ - / / ,2 l"LA., (::r. J-l~ 1\-P· Clw t---1---+---------------1-----+--+---+---I =P:-LA'"'N~N"'IN"'G:--...;...;...;;..'--''--"'"--'---""'=-4----DATE rmrir=B~Y;:=: ===;;:::=::;P;;R;OJ:;;E;;C;;T::;N:;:;O;::. ==1;;:D;,:;R:=,A:,:;Wl:;,:N::;G=N~O. DATE INITIAL DATE INITIAL CHKD B t-□-TI£-R_APPRIJ....__V_AL-+-CI-TY_Af'__.__PR_O_VA-'-L-I RVIJD ;~, CT03-01 402-2X DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ii '! ! <. ~I -~ .. 0 _, ~ N ::ci a; ' Q .... ..;i c:5. j ~ I s .!I g ~ :i ~ j ~ ...J ~ _.. .. "-I ,= ------------------------------------------------------------------------------------------------,-< PLANTING SPECIFICATIONS PART 1 -GENERAL 1.01 Scope of Work: Contractor shall provide all materials, labor and equipment incidental ta and necessory for completing all work, os indicated on the drawings. os reasonably implied, or os delineated 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 Standard Specifications For Public Works Construction (Green Book) latest edition. 1.03 Quality Assurance: A. All Contractors performing Site Development work, must be licensed in accordance with the lows of the State of California. 8. Contractor shall provide the Landscape Architect with o list of Subcontractors and Material Suppliers expected lo be employed during the course of construction. C. Contractor shall obtain and keep in force Public Liability 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 dates. 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 Re,pan,ibilities 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 tie plans at the site prior to commencement of any work under this contract. The Contractor shall verify the location and depth of oil underground utilities prior to start of work. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities 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 Elevotions: The Controctor is responsible for establishing all surveys. reference points and elevations required by him, and shown on plans for proper execution of site 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 W'ork: All work which is determined by inspection to be defective in its construction or deficient in any of the requirements of the plans ond specifications, shall be remedied or removed, and replaced by the Contractor at his own expense in a manner acceptable to the Landscape Architect and Owner. 1.06 Inspections: The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily in this order. Only the inspection pertaining to the project scope of work will apply: Rough Grading. Drain Lines and Catch Basins. Irrigations (main line pressure, coverage & system operations test). Soil Preparation and Finish Grading. Plant Material ( delivery & placement). Substantial Completion Inspection ( at completion of landscape improvements) -7 Days. Final Inspection (after maintenance period) -7 days. The contractor shall arrange a Preconstruction job conference with 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 ond lawn shall be guaranteed frorn date of final 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 Lawn (seed) = 120 days from firs\ 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 hove 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. B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site development. for a period of one year from dote of finol acceptance of project. 1.08 Material and Lobar Releases: Upon completion of \he work, the Contractor shall present to \he Owner. signed copies of all labor and materials releases for oil work performed under Site Development. 1.09 Disposal and Cleon-up: Remove all waste materials (including 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 leave premises in a neat and clean condition. Cleon 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 th• request of the Owner. PART 2 -EXECUTION 2.01 Protection: Keep oil plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, in moist earth or other suitable material until planting. Balled and burlapped plants shall hove root boll covered with moist sawdust, wood chips or other suitable material until planting. 2.02 Installation: Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and City prior to planting. Soil excavated from planting holes shall be amended with 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 @ 15 lbs/cy Iron Sulfate @ 2 lbs/cy (To be used for bidding purposes only, verify with Agronomic Soils Test.) After backfilling, construct a 3'' earthen berrn to forrn watering basin around each plant, to allow thorough water-in and establishment. Prior to installation of turf and frorn around trees and shrubs. prior to City acceptance, ground cover, remove water bosins Berms in turf areas to be removed PART 3 -SOIL PREPARATION AND FINISH GRADING 3.01 Scope ol Work: A. Provide all materials and equipment, and perform all work necessary for and incidental to 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 backfilling of planters if required. C. Cleoning and finish grading of planters areas and planting are,os. 3.02 Topsoil: A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. 8. Topsoil imported to $ite for use as fill, backfill in planters and mounding, shall be sandy textured. Silt plus clay content of this soil shall be no greater than 15% by weight. The boron content of this soil shall be no greater than 1 part per mil'lion as measured on \he saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos 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 project Landscape Architect for analysis prior to use. Result of testing to be delivered to Ci\y for opproval. Soil test to include analysis and recommendations. 3.03 Soil Amendments: All soil ornendments shall be as specified In the Agronomic Suitability/Fertility soils report furnished by the Contractor. 3.04 Soil Preparation: All work on irrigation system installation shall be complete including recommended approval. fine grading, prior to rototilling and prior \o soil amendment work. After rough grades have been established, prepare all lawn and plant;ng areas by tilling or cross ripping to a depth of 12", All rock and debris more· tha·n 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 rototil in all soil amendments as recommended to a depth of 6". Water area thoroughly after rotatilling is complete. Incorporate evenly into the top 4" to 6" the following for each 1,dOO square feet of planting area: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 200 lbs. of Gro-Power or approved equal. The above soil conditioning are minimal 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 \he 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. Copies of the soil \est to be provided during the Pre- con$truction job conference. 3.05 Finish Grading: After rototllling operations ore complete, grade areas to establish finish grades for planting. All flow lines shall be maintained and proper tolerances shall be rnet ofter settlement at the end of the project maintenance period. Fini•h grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 3.06 Finish grade in medians to be 2" below concrete edge. 3.07 Coordination: Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil amendment work, and planting. (See Weed Abatement section). PART 4 -TREES AND SHRUBS 4.01 Scope of Work: Provide oil material, equipment, and labor necessary \o install all trees and shrubs as shown on plans, as reasonably implied and as delineated in the specifications. 4.02 Products A. Nomenclature -Plant ndmes 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 is followed. B. Condition -Plants shall be symmetricol, t)1)ical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, well-filling their container, buy not to the point of being root bound. Plants shall not be pruned a\ anytime, and in no case shall trees be topped. C. Trees and 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 p!ans. Removal of all togs, labels, nursery stakes and ties from all plant material prohibited until the approvol 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 pion will not accepted and will be replaced at Contractor's expense. E. Sizes of Plants -Shall be as stated on the Pion. 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 -$ub,titu\ions for indicated plant material will be permitted provided the substitute materials are approved in advonce by the Owner and City Inspector, and are made at no additional cos\ to the Owner. Except for ciuthorized varia1tions, 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 Immediately and replaced with suitable plants. The Owner reserves the right to reject entire lots of plants represented by defective samples. H. Stake all trees, os per details immediately after planting to prevent wind damage. I. Plant trees that ore to be located in lawn or ground cover areas ofter finish grades are first established and allow at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting hole• shall be excavated as defined on appropriate details. 4.03 Soll Amendments: Soll amendments shall be as recommended in the Agronomic soils report. The results and recommendations of the soil testing laboratory shaH be submitted to and approved by the city. The approved recommendations for amendments and backfill shall be incorporated into the landscape plans prior to the start of consrtuction and shall become port of thye approved plans. 4.04 Trees Stokes: Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plons for further information. 4.05 Health and vigor: palms shall have straight trunks and possess 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 oll pests and disease prior to delivery to the site. 4.06 Palm size determination: palm trees shall be ordered according to the brown trunk heights (8TH) shown on plans. Brown trunk heights shall be determined by the following criteria. No other criteria will be accepted as a basis for determination of 8TH. It is the contractor's responsibility to convey the intent of this specification to nurseries when ordering palm to insure thot they meet this criteria. A. Washingtonia robusto: Brown trunk height shall be considered the distance from \he top of the root ball to the base of the firs\ living frond. 8. Washingtonio filifero: Brown trunk height shall be considered the distance from the top of the root boll to the base of the first living frond. C. Phoenix doctylifero Brown trunk height shall be considered the distance from the top of the root boll to the apical meristem. D. Phoenix conoriensis: Brown trunk heigh\ shall be considered the distance from the top of the root ball to the top of the pineapple. E. Chamaerops humilis: Multi-trunked per plant legend and in container specified. 4.07 4.08 4.09 4.10 4.11 4.12 Root ball minimum dimensions for Palm Trees shall be 0$ follows: A Washingtonia robusta: 20 ft. BTH-2.5 ft cubed B. Washingtonia filifera: 20 ft. BTH-3.5 ft. cubed C. Phoenix doctyl;fera: 20 ft. BTH-4 ft. X 4 ft. X 5 ft. deep D. Phoenix canoriensis: na E. Chamaerops humilis: Container specified. Digging requirements: A. Palms shall be dug by equipment limited to the following: backhoe -trencher -hand dug excavotion. B. While excavating, root bolls shall be intact and in a relatively moist condition. Anti-desiccant! such as aero!iol pruning point or "wilt proof" shall be applied generously to root hairs ond severed roots 3/ 4" or larger throughout \he excavation process. Burlapping of the root mass is required during transport on hauls greater than 1 O miles or on any palm procured from a sandy soil condilion. Shade cloth, 70% screen-grade or better, shall be wrapped around the crown and fronds of oil palm trees, for loads traveling greoter than 10 miles. Pruning procedure: With \he use of hond loppers and hond pruning saws, 35,:; or 40% 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 oil natural binder twine. Twine shall be tied perpendlcukir 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: Polm trees may require pesticide applications per the recommendations of the Son Diego County Agriculture Department. All pesticides shall be applied in accordance with the manufacturer's recommendation~ as well as al! local, stote and federal requiremenb for licensing and application. Loading of Palms: Palms shall be loaded with hydraulic or conventional cranes. 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. Boards shall be situated between the tree and rigging to avoid any possible scars or unsightly abrasions that moy ltie caused by the loading and unloading phase of work. Consideration shall be given in the selection of on adequately large crone to facilitate loading, unloading and setting. This considerotion shall vory based on ony given site situation and is solely the liability and responsibility of the contrator and his subcontractors. Transporting of Palms: Trucks hauling palms shall met't all licensing requirements and abide by regulations governing any particular region where work is being performed, including, but not limited to, overload permits, over length permits and wide load permits. "Triple stocking" of any load of palm trees is not acceptable. Truck loads shall conform to the highest standards and shall be acceptoble to the the office of Forrest K. Hoag, ASLA, Inc. and the Owner's representative. 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: Shall be of compacted wood chip fiber thot is o minimum of 3" mulch on all non-turf planting areas less steep than 3: 1. Submit sample to City Inspector for approval prior to bulk delivery to job 5.05 Coordination: A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed, 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 trees and shrubs installed prior to bedding plants and ground cover planting. 5.06 Installation: Plant ground cover and bedding plants in moist soil and space os 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 ofter planting, to restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch material shall be spread over the entire planter area ofter grade is established. Watering shall begin immediately ofter 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 necesoary 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. 4.13 Storage, "Healing in" and protection of Palms: B. All materials and methods must conform lo Federal, State, and Local Regulations. If it is deemed necessary to harvest palms and deloy their immediate installation, palms shall be harvested, loaded, transported, and protected at a storage site approved by the office of Forrest K. Hoag, ASLA, Inc. and the Owner's representative. Palms shall be stored in an area with o similar microclimate to that of the project site where palms are to be planted. Palms shall be "heoled in" with 100% clean and washed sand backfill. Sand shall be woshed concrete or plaster sand. No beach sand or unapproved type of backfill material shall be considered. Palms shall be unloaded and "healed in" at the storage site within 8 hours of excavation. A. After palms are backfilled in o 100% washed plaster or concrete sand backfill, they shall remain "healed in" until planted. B Palm!J shall be maintained by the contractor at the storage site and shall include the following fertilization schedule if unplonted for more than 60 consecutive day$: apply to each tree well three pounds of 16-6-8 n.p.k. granular fertilizer, supplement with iron chelate (sequestrene 138) at the rate of 1 gallons per 100 gallons of water applied as a drench to each tree well. Fertilizer shall be applied sixty days ofter polms are ''h~oled in." Fertilizers shall only be applied to palms between Morch 1st and September 1st of any given year. Loading, transporting ond unloading practices shall be adhered to as outlined in this specification when handling palms en route to \he La Costa project destination ond shall be loaded only once prior to arrival at the job-site in La Costa. 6.03 6.04 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 controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed varieties present. Responsibility and Coordination: A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the treated oreos and to notify the public. 4.14 Planting requirements: 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 dote of application. Planting pits for palm trees shall be a minimum of two feet wider than any side of the root ball. 100% washed concrete sand shall be used as backfill. Trees shall be planted near-vertical and plumbed with the opportunity given for approval by the representative from the office of Forrest K. Haag, ASLA, 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 to obtain at least 80% compaction in the planting pits of oll palm trees. 80% compaction may be achieved with the ossistonce of water and pneumatic tempers. Any adjustments necessary to straighten palms due to any site condition shall be made by the contractor within 12 months after final occeptcnce of the project at no charge to the Owner. 6.05 6.06 6.07 Non-Selective Herbicides: Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control Advisor) Selective Herbicides: Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) Weed Eradication: PART 5 -GROUND COVER AND BEDDING PLANTS If in \he opinion of the Pest Control Advisor, perennial grosses and weeds existing in the planting areas will require control prior to removal, spray these areas per Pest Control Advisor's recommendations. 5. 01 Scope of Work: 5.02 Provide all materials and equipment and perform oil work necessary for and incidental to Installing all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the specifications. Bedding Plants: Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and variety shown on A. Prior to the Installation of the irrigation system remove and clear all weeds and deleterious materials from planting areas Allow herbicide \o kill all weeds. Rake or hoe off all dead weeds to o depth of 1" -2" below the surface of the soil. Physically remove oil weeds from the site. plans. ,...------------------------.-----------------------11 =~H~K "AS-BUILT" LAND FU.Ni-ING I( 125-1 N. COAJTHGHWAY LAGUNA lll'A(H. CA 9?651 p, 19<9) 376·9066 F, 19◄9) 376-9067 l'.;Yt~ f ,"T~ V -···:....:--..;.1 ---f4805 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVIE..,.ED BY, INSPECTOR DATE DATE [sHffil CITY OF CAttLSBAD ~ l---+--t---------------1r--+--t--+--t L.2.!_I PLANNING DEPARTMENT L2!_j ;:::::=:::..:::::::P=LA::N:::T:::::l::N::::G=s==P==E==c:::1F:::::l::::C::::AT::::::l:::O::::N::::S:::...:::=~ CLUBHOUSE POOLS DAlE INlnAL ENGINEER OF WORK REVISION DESCRIPTION I I DA TE INl11AL DATE INl11AL ITTl£R APPROVAL CITY APPROVAL I. LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA APPROVED PLANNING u"" ~Y: __ _ CHKD BY; __ _ RV\o/D BY• PROJECT NO, CT03-01 U· 11· •t, DATE I DRAWING NC~, 402-2X ' -~ N -. -...., c::, - PLANTING SPECIFICATIONS PART 7 -LANDSCAPE MAINTENANCE 7.01 Scope of Work: 7.01 7.02 7.03 Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably implied or as delineated in the specifications including, but not limited to the following: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertilized all plants and planted areas. Irrigation. Insecticide spraying. A. 2 ply all natural binder twine should be left tied fer approximately 45 days. In windy weather they should be left longer and in hot dry weather they can sometimes be untied sooner. The primary indicator is when the palms starts pushing new growth, it should be ready. On Canariensis 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 50% chlorox bleach for a minimum of 20 min. prior to use and between every palm. Chainsaws should not be used, due to difficulty in sterlization. C. It is absolutely imperative to the re-establishment ond therefore health of palms that within the first several years ofter transplanting they ore trimmed very little. D. Remove only the dead, dying, and broken fronds, fruiting structure!S and associated fruit. Do Not remove any live fronds above the first frond that is parallel with the horizon. Fertilizers: A. Commercial fertilizers with an analy,ls of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Avoiloble from Gro Power (909) 393- 3744. B. Ammonium Sulfate: Granular form containing not le!S than 21% nitrogen and 24% sulfur and shall be registered as on agricultural miner, with the State Deportment of A~ricullture in compliance with Article 2 -"Fertilizer Materials,' Section 1030 of the Agricultural Code. C. Planting tablet, a. Ground cove·r: 5 grams with a minimum grade 20-10-5. b. Shrubs and tree~: 21 grams with a minimum grade 20-10-5. BACKFILL MIX: A. Standard backfill mix: use import top soil, stockpile topsoil, or on site based on the soils report. Backfill shall include 1 /3 nitrolized redwood, 2/3 native soil w/ 1 year "BestPak" fertilizer pockets. Application rate to be per manufacturers recommendation/specification (or obtain soils test and follow recommendations). B. Acid loving plant mix: use import top soil, stockpile topsoil, or on site soil based on the soils report. This mix is for bidding only. See plan for indication of acid loving plant material blend per cubic yard: Topsoil/import soil - 1 port by volume Nltrolizing organic omendment -5 ports by volume Composted leaf mold -4 parts by volume 7.04 ACCESSORIES: (Where applicable) A. Tree ties: Commercially manufactured ties from block tire casings, cut to a minimum ten-inch (1 O") length and held in place by 9 gauge galvanized wire or •plit plastic hose shall be "cinch tie" or approved equal. B. Tree stokes: Reddy Stake System (8118)333-3090 install per manufacturer's recommendations, or approved equal. C. Guy wires: 6-9 gauge galvanized wire; no\ to be spliced. D. Guy wire hose: 3/8" or 5/16" x .062" wt polyethylene tubing by Word Manufacturing (714) 631-5055. E. Steel guy anchor: 36" long Maxwell or approved equal. Install per manufacturer's recommendations, F. Root barrier: Copolymer polypropylene, injection molded, .080 thickn••• root barrier as manufactured by Deep Root Corporation (800)458-7668. Use model no. US 24-2 adjacent to curbs and paved surfaces. Use model no. UB 36-2 adjacent to garden walls or wrought iron fences. U$e model no. UB 48-2 adjacent to retaining walls or building G. footings. See plans and details for locations. Install per manufacturer's recomrcendations. Deeproot or approved barriers are to be installed per detail provided. trees planted within 5' -0" of walls and public sidewalks shall be installed with root barriers approved by the city. Contractor shall submit sample(s) of root borrier to city inspector, prior to installation. Polyethylene edging: Trex 1" black 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. B. C. D. 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 sy,tem resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at 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. Weed Control: Keep all planted areas debris by cultivating areas at intervals calendar days. free of weeds and not to exceed 10 The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the Owner prior to any applications. Pest Control shall include Gopher control. 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 in bounds and trim top growth as necessary to ach I eve an overall even appearance. Exterminate gophers and moles; repair damage. PAIRT B -ACCEPTANCE OF PROJECT 8.01 General: Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is required prior to final acceptance of the work by the Owner, The Commencement date 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 establishment. A. Two inspections shall be made that affect the establishment period: The first ofter all plantings hove been completely installed In order to approve the beginning of the establishment period, and \he second at the end of the establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of infestation. Inferior plantings shall be replaced and brought to o satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. I, I ' I FOl!RE!T K. HAAG, All.A. K WOJCAPE ARO,ne::nJRE WO Fl.ANNING 125' N. COAJT HIGIMAY LAG(J;A !!{AG!. CA 92651 ~ 19<11 376·9066 ~ 19<91 376-9061 i".'~~-·-•· l 7'~7"'" - t --06 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. < ' "AS-BUILT" TITLE--------DATE REV!Ew'ED BY1 INSPECTOR DATE t----+--+------------+----+--+--+---1 ;::I ==2::::.:I =C==IT=l::::L:::AN:::2:::!:::G =D~='=:t<:::T:::MU:,E=N=TB=A=D=-=I ==£:~, PLANTING SPECIFICATIONS I DA,~ INITIAL l!>ATE INlllAL DATE INITIAL ENGINEER OF -REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL II CLUBHOUSE POOLS , LA COSTA RESORT & SPA I CARLSBAD, CALIFORNIA . ~ 'APPROVED ""d ~-~ l\·ll••c, ] :PLANNING DATE OWN 1:1Y: I PROJECT NO. I DRAWING NO. CHKD BY: RV\JD BY, CT03-01 402-U ~ ·~ a---0 ...., 0 -~ ~ ~ °' eaii ~ ~ N -§ ~ ·~ ~ ::i 0 :c: = ::i .-1 u :J5 ! 1)1) i:: ·a e ..-~ <.'} a 8 3 r.1.1 ~ C'1 \_ ___ '°""'-...... """"""-UO &TATION& M CALLED OUT IN Ll!GEND. YClltlFY NUHel!llt C1F &TATION& NEEDED IN ADDITION TO MAIN POOL &TATIONe WITH LAND!CA!'"E ARCMITl!!CT !"'RIOllt TO IN&TALLATION. AiEA TO INCLUDE! EXl&TINC!, LAND!CAl"I! i"l'lOM l'"OOL Al'll:EA L IHIT C1F IIJOlll!IC NOIIITI-I AND UJl!!&T TOWAl'IC>& FACE! C1F GOLF l"OOM& AND fltl:SORT VILLA& '-...I lltl!FER TO A1llttlltlVAL LOOI"' !'"LAN& 1"111!!,-Al'll:ED 19T i'OfltPl:l!OT K. I-IAAG, A&LA l"Ollt GATE VALYC/&TU90UT LOCATION. AL&o W ,0 &I-IEET 14 FOllt METER l!XHl151T AND DETAIL 'A'. ALSO REl'Ellt TO POINT OF CONNECTION NOTE Tl-II& &I-IEET. CONT~LLEl'lt LOCATION- 111 VOLT 2 AMl" 61> CY-CL! 8Y-OUNER. IMIGATION CONTlltACTOllt Al<: FINAL ---------4'.1,2,li,;-=---,~'-------I FIELD WITI-I LAND&cAl"E ITECT l"!ltlOR TO IN& VANDAL fllE&l&TANT oeut'l!E. YCRIFY LOCATION • LOCATE! IN LATION IN POU.ellt IN l"IELD WITI-I LAND ARCMITECT. COORDINATE WA &cl-lEDULING OVElltALL &ITE. I '+-----,..-+-+--+--+-T ---+-- I X 21 tSHRB r-~----t---tt-/ '-·1 ~1--1 =f-~c,,<fL-t--f----t--+--~,\ Al 21 I" SHRB a.ATE VALVI! TO LEAC> TO l"'OlltTION _ _, OF l"l!DE&TRIAN !"LAZA fDl'll:EPAflll!:D !SY i"O~aT K 1-!AAG, MLA ~- 3/4" 28 SHRB _1. __ I •• I I ', ~/4' ....... r--... . I // I '11,,, 1 I I \ I I I -+-1-----+--+--l--e---'------I- 3 4' ♦ • /4" . ' I, \ / ' I 14 ' , I 1/2" '' ,, fORfEIT K. HAAG. AAA. Ir«:. LANDKAFE ARCHl1lrnJRE LAND Pl.ANNING 12M M. COAJ1 HGH'WAY LAGUNA BEA<H. CA 926~ ◊ I I I \ \ • POINT OF CONNECTION, CONNl!!CT 2" i"'00L. A!lll:l!A MAINLINE TO 2" MAINLINE &TUl!l·OUT • GATI VALVI! l"fllOYIDS:> IN Al'tl'IYAL LOOI" ,-ACKAGE !SY-1-oWOT K 11416. A&LA. /El C;.t TO CITY C1F CARl..91!SAD DRAWING NO. ""'2-2N. EXl&TINCi (4)-2" l'"OTAeLI! WATC!lt METE!lt&, MANIFOLDED TOGE!TI-IER. WITI-I fllEDUCE!D l"R!!~ 9 4CK!=LOUJ& 61-!ALL 91! U6l!D l"Ollt THI& &Y-&TEM, &Cl! Dl!TAIL A, &l-ll!!ET 14. YClltlFY LOCATION IN Fll!LD AND WITH &l!!lll!llt WATEllt !'"LAN& l"fllOYIDED 8Y-RICK l!NClolNEl!flltlNC!, COM!'"AN'r, $1-i!l!T '&-Dut!t."4,}2-21!. l"Ollt G!:NElltAL OVERALL LOCATION& C1F Tl-IE&! METER& AND MAINLINI! illt!Fl!llt TO l!XI-IIISIT ON 61-i!ET 6. LOCATE ALL GATE VALV!!&, tllll!!MOTI! CONTIIIOL VAL\/1!6 AND QI.Ito< cout"'Ll!llt& IN fDLANTEllt Alltl!M, !'"LAN 61-iou.N F011t CLARITY ONLY-. WATEllt METl!fllt IM"O!IIMATION 08TAINl!D FIIIOl"I CAlltl..&ISAD 11.NICll"'AL WATl!llt Dl&TllltlCT l"UeLIC WC!qf:& DEPT. CONTACT, &KIP ""-leeELL AT 161>--438-2122 AND/OIi RICK l!NGslNEERINC!, co. CONT ACT, RAUN CONNEL T AT 619·6N-1"4&1. LAND&cAl'"I! CONTRACTOllt TO Vl!lltlF'r &TATIC WATER l"'lltl!eew1 C AND LOCATION C1F EXl&TINCi WATER METE!lt& AND I& TO NOTIFY LAND!CAl"E ARCMITE!CT C1F ANY Pl&c:1'111:i"ANCIE& l"RIOR TO COMMENCEMENT OF CON&TRJCTION. FAILUflltE TO DO 60 MAY iE&UI.. T IN CI-IANGIE& TO lll!lltlGATION &T&TEM AT NO ADDITIONAL co&T TO ou.Nellt. S CALCULATIONS: METER 1-141.. METCllt ELEVATION l"R!!&eulll!! AT METER !111!1.I>' 63;2)' 1112) NI yALYJ!! •M at CM"l1 2" WA Tl!fllt METEtllt eACl<l'LOW f'Dlltl!VENTE!lt 2" l"VC CLA!& 31& MAINLINI! (6H' LI"> LATERAL& FITTING& fDIE&euflll! 1'11:EGIUll'lll!D AT l-lEAD ELl!YATION GAIN flll!MOTE CONT!lt.OL VAL VI! Ml!CELLANEOU& TOTAL i-"'1!ee1111e Loe& STATIC i"AE&eUl'll:E llll!!&IC>UAL l"R!!&eUl'll:E IJl!)I) 11.H 3.51111 &Jl!),2) IJl!)I) !ll)lf)/1) 1)4'tl> 3.8'111 4Jl!)I) GENEAAL l~IGJATION NOTES: I. IT I& Tl-IE 1'11:E&!"ON&IISl!. IT'I' CIF Tl-IE IMIGATION CONTtlltACTOllt TO l'AMIL IAlltlZI! I-IIMl!ll!LI" WITI-I ALL GlltADE C:-111 Eflll!:Nt.:1!!&, LOCATION CIF WALL&, RETAINING WALL&, &TRJCTUflll!:& AND UTILITIE&. Tl-IE llltRIGATION CONTtlltACTOllt 61-!ALL llll!!l"AIR OR lltl!fDLACE ALL ITEM& DAMAGED 8T 1-11& UIO!'IS<.1-111! 61-!ALL COOlltD1NATE 1-11& WCl'I: IIJITI-I OTl-lll!R CONTRACTOR& FOR Tl-IE LOCATION AND IN&TALLATION C1F Pll"I! &LEEVI!& ANC> LATEtlltAL& ~ WALL&, LNC>ER ~ADWAT& AND PAVING, ETC. 2. ALL LATEtlltAL LINE l"'IPING iJND!!1lt ,-AYING 61-!ALL l!C !"'IC ecM. ,f,> ,-11"1! ANC> 11-1111 I 91! IN&TALLl!!C> fDtlltlOtllt TO PAVING. !I. 1'"11'"1! &IZ!!& 91-iALL CONl'ON1 TO Tl-!Oee et-lOUN ON Tl-IC D!ltAIIJINli6. NO eue&Tl'IIJTION& C1F eMALLEllt ,-11"1! &IZE& &I-IALL 91! f"El'IMITTED, l!!lUT &ul9&TITUTION& OF L~ &IZ!!& MAY eE Al"l"tltOVEC>. ALL C>AMAGED AND REJECTED Pll"I! 61-!ALL 91! ill!!MOVl!C Fll'Ol I Tl-IE &ITE AT Tl-II! TIME C1F &Alt, lltEJECTION. 4. l'INAL LOCATION C1F Tl-IE AUTOMATIC CONTl'!OLLl!tllt &MALL 91! ,ol.i I AO,l!D 19T Tl-Ill LAND6CAl"I! .AtlltCI-IITECT. &. 121> V.6C ELECTRICAL l"'OUl!!llt &OUl"CII! AT CONT!ltOLI.Ltlt LOCATION &MALL N f'tll!IOVIDED 8Y CioENERAL CONTtlltACTOR Tl-IE lll!lltlGATION CONTtlltACTOtllt 61-!ALL MAI(!! Tl-IE l"INAL CO!'N:CTION Fl'IP!Orl Tl-II!! ELECTRICAL eotJIIIICE TO Tl-IE CONTltOLLER. 6. ALL el"RINKLl!tllt 1-i!!At>& 61-!ALL 91! 6! I I l!l<I ENC>ICUL-Atllt TO FINl&I-I Go111tAD!! IJ-jL,Ce& OTMl!tll!LUl&E &l"l!!CIFIED. 1. Tl-IE ll'ltltlGATION CONT!ltACTO!lt &i-lALL FLU&i-1 AND ADJU&T ALL &l"IIINl<LC!lt l-ll!!AC>& AND YALVI!& FOR OPTIMUM COYCRAGE WITI-I MINIMAL OYC11te!"111tAT ONTO WALK&, &'Tl'l!!ET&, WALL&, ere. 9. Tl-II& DE&kllN I& DIAC!olltAMMATIC. ALL ,-1,-ING, VALVI!&, ETC. &I IOll.tl WITI-IIN ,-A\il!D AlltEM AflllE FOllt DE&IQN CLAlltlFICATION ONLT AND 61-!ALL 91! IN&TALLCD IN !"LANTING AiEA& ta-lEiEYCtllt i-o&el!SLE. Tl-IE CONTtlltACTOllt &1l41 I LOCATE ALL YALYC& IN et-il'llle AflllEA&. 9. DO NOT WILLl'ULL T IN&T ALL Tl-IE el"!ltlNl<LER &'r&TEM A& et IOUN ON Tl-II! Dl'UWIW 11.1-!EN IT 16 oev1oue IN Tl-IE l'll!!LC> TI-IAT l.NCNOU.N OIS&TRJCTION&, GIIIPADE DIFFEl'll:ENCE& Otlt DIFl'Elltl!NCE& IN Tl-IE Al'IIEA DIHEN&IONe EXl&T THAT MIGi-iT NOT I-IA VI!! 91!1!:N CONelDEl'l!ED IN Tl-IE ENGINEEtlltlNG. euc!-1 oe&TRJCTION& Ollt Dil"l'El'll:ENCE& &I-IOULD l!C ~T TO Tl-IE ATTENTION OF Tl-IE OUNl!llt'& AUT~IZ!!D 1'11:El"'l'l!E&l!!NTATIYC. IN Tl-IE EVENT THI& NOTIFICATION I& NOT 1"151111 011111 IEP, Tl-le llltRIGATION CONTtlltACTOllt 61-!ALL Aeelt1E FULL lltE&fDON&IISILIT'I' FOR ANY 1'11:EVl&IONe NECl:&eA!lrr. W. ALL el"RINKLl!tllt CGIUll"MCNT NOT OTI-IEtlltLUl&C C>ET AILED OR &fl'l!Cll'll!D 61-iALL 1!11! IN&TALLEC> M f"t!1llt MANLFACTUllll!!tllt'& l'l!ECOMMENDATIONe AND &l'"!!Cll'ICATIONe. II. iE1'1!!111t TO &,-eclfllCATIONe FOflt &TANDAlltC>& C1F MATEtlltfAL& AND UJ0IIIICMAN&l-ill"'. 12. LOCATE ALL YALVI!& IN 6~1111119 Alll!!A, et-lOUN FOflt CLAtlltlT'r ONLY. Ill. IN&TALL tlltAINellltC> FCe !Cl'll:El!N& IN Ll!U C1F &TANDAlltC> &clC..!N& TO l'"!lll!Vl!NT ~y ONTO WALL&, WALK&, l!!lUILDING&, &IGN&, ETC.1'11:EFER TO ,-ce CI-IART TH1& 61-!EET. 14. uee: l"Ol"·LP I-IIAD& WITI-I '9AM' l!!lUIL T-IN CI-IECK VAL \11!!& TO l"!l!l!YLNT LOW I-IEAC> DtlltAINAaoE. l~IGATION FLAN NOTES: 1Ef£.t TO lll!lltk!r.A TION Ll!!CIIEHC> AND Dl!T AIL& 61-il!ET 14. IICFER TO lll!lltlGA TION &l"l!!CIFICATION&, et-11!:ET 1& AND 16. "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE REVIE'wED BY, INSPECTOR DATE ~ CITY OF CARLSBAD ~ t-----1r---t-----------------,r---;---r----t----t L.2!.J PLANNING DEPARTMENT L.2!._j ::::==='...=:=================--====: LA IRRIGATION PLAN CLUBHOUSE POOLS COSTA RESORT & SPA CARLSBAD, CALIFORNIA ; ,_AP-PR_oVE_o ---'-'~-=-~ .... l'---'Gc~ .... tl=bm:=-...._ l\~l-c:,1,.1 (',, .__ :;:\ ~====~~===~~=============================~~====;====;====~====: "'P~L;;A;::NN~I;:N::G==:::;-;==:::;:;:~;;::;::::::;;==~:;:::;D:;A~TE:;:;:::;::· ~ ~ n ~ I "--;~,::.ALE, I" • 10'-d::~ DATE INITIAL DATE INITIAL DATE INl11AL CHKD BY:___ PROJECT NO. DRAWING NO. --~ ~:iC=-==--==i2..L _______ __::·-,;,:_,"---___ __::',S:;:j' ENGINEER DF WORK REVISION DESCRIPTION DTIO APPRIIVAI. CITY APPAOVAL RV'wD BY• CT03-01 . 402-2X I I I I I I II' I , 'i G H I Ii' 11 Ii' 11 Ii' 11 f I 1111 • II~ -II 111 II II I I I I Ll!Oil!NI:> L -dJI IC'll ,. .. 1)14 l'CIM) VM.\41 - WITII LCICIIOICI LID - 7"WNJI.ACTUIII IIY CJM ON ---"Q.C.• QNC0\11!11 J. aMC:K COUl"LMI V,IL\41 <4.....CICM•- •· (2}1"'YC,.1,&'. m.a .. ---N-.. JD ,. t"VC,. t. ....C ICII • ILL I. t"VC 111.111 L .. , I W. -al9IC l'T. (11' ltt' CIIII■ Ill' ,-,cl( _, NITALL •• ll•ll•IIW.C I •r AOJACBIT P'4"11t> _.._ QUICK COUPLING VALVE U!G!!H0 L ~ec•N-e-. :1. CLl-'iN l!t t '4~ ILL A6 lll!ISIJIMO, TO N et!"I" IN •11 LPT'6. iCI EA TO ll"l!CP!CATIONII l"01lt -Cll'IC: 11A11!1'!1AL ...-0 CO!"PACTION .. Gill,_ I. CUIANMC. 4. l"N!Ml 11111! "11,H LIii! 1111TM ILIIM!. II. LA,_ L .. 1lffll ._....._ •• ~ -• CCMl'IJTa ~Wl£)(ll.._ Whl!I! ILl!f!\-1!. SLEEVING •" -"'-L .___TO• ....c. lCM.N ,_"941CI I ,.AVINCI, l"l'C 11CM. ~ --MAN P'AYINIL CLeAN .-it.I. 11AT -eie&TITU11!D l"01lt MMC> IN:>efllllllol.l(& "'-L -.-ro • 1110...., 0NI! Holl.I' 12~,,..... 'Ml PIAMl!Tl!1t (11' 'Ml ~INCi, 1"11"1. Ll!Gl!NC> L MVI! ~ IIUILC)ftlO 2. MIN -IIIIC>•- 1. -TO fl'IIIIGATION CON11101.LM ,4, l"I.AeTIC TII D0UH •- lo. 1'1011-1T!Na, - 6. M!CIN! -U'l'M CAIILI TII! 9fl' ♦CY'1!T (1 Cl/' 2) RAIN SENSOR DEVICE D E F 2 I, , . ..,.... I, 1 T m-m 111111 11 i 1111 • i1111mm11111 • • ffilll ,1,m,, LI 111~1,1'11 11 • .. 111 • J ill -m l • LEGEND L l'IN18MGIIUDII 2. Cll9, IMU( Ollt l'IClUC>ATICN S. -•IP -T- 4. 1"'1/C -.. lltleet •• 1"'1/CICI-INNJl"IOLII -• -El , 6. 1"'1/C 1.4,-_ Lie 1. 'IIIO 1"'1/C •'IMIIT ILL• .. 1"'1/C eci,i "" ILL .. l"'I/C1H POP-UP SPRAY HEAD - --m-m m r L PINl8M~ 2. l"I.AeTIC: VAi.i/ii -1ll1TM I.OCICINao LIP H~ 'ao.V.' II. GA'11! VAi. 'o1! NOii!, L INIIT4LLV4\lt!90XIIJCI.ITMAT ,4, ON1! Cl91C: ,.,._ ~ .... Clll.111110 - I. 1"'1/C MAIN LN! 6. !RUM I.NICN i. 1"'1/C ICM N 11411 ,IOAl"TOlt 12 MOU11111D> .. 1"'1/C IMC N Nil"l"LI! GATE VALVE • Ll!GE!NC> L ~IN•eM- 2. 1"1.AeTlc: VAi.Vi lll0X UTM L0CXJNa, COYl!!OI, 1'1A1IK "11.C.V.' ANC> &TATION HO. ON COY1!R LOCAff IN _., 1!!110. I. -•TITI! IL~ COlt■CTOM ,4, ~ 8CM NI 1'IALI AC>Ai"T0111 12 MGIUIMC>) •. 1"'1/C ICI-I .. ·- CONTROL VALVE TMI Tcii-~ 11-a ~ It 2' 4IIOY1!! l'INleM CllltAPI! IN~ ~ ,""'8Ae....., l'LU8M WITM TIJllll-,.1,6 I. ALL Gr,,ol,W VAL Yllt 0"9llt 2' IN 61%1! 8MALL 1!11! 90)( l!.IH:)LI! QA,W VAL \lt!6 , •. 1"'1/C Tl!II i. 1"'1/C K41N LNI a. GIN■ Q.8fc: l'T. Cit' 'll' CIIIJII IIC> - M M i'Ol'lt ll'll'l!c;,ATION l"Ul'll"'Off!& M M Ll!Gl!!ND I. (4J EXl9TIN<lo l"OT.41!11.E 2" WATEl'lt METE!lt& AT 12<!> l"&I-6!!! CMUJ.C>. DUX:.. NO. W-2£1 FOft FI..IRTI-U!tli! l~fCa"'IATION 2. ( 4) EXl&TINGt 211 a.ACt(flL.OUJ JD,ltl!V!!NTORS-$EE C.MJIJ.C. ~ NO. W-2" FOll1 PUl'l'tMEl'lt 11-FOIOMATION J. EXISTING 4'' ~&61.JIU! MAINLINE 4. l!Xl9TIN<lo c;.ATI! VAL Y!! &. l!Xl&TIN<lo 2" 9ACl<l'LOW l"MVl!NTOl't-M!E AIIIIRIVAL ,..00::Mol! -l"AM!D 9Y POl'll'O!!&T K i.lAAc;,, A~A FOll1 TYi"'!!. TMI& 9ACl<l'LOW ,.!UM!NTEl'lt POl'lt IRl'tlc;,ATION l"Ul'll"06!!6 ONLY. 6. l!Xl6TING l"tll!!&eU!OI!! llll!<loULATIN<lo HA6TEl'lt VAL Y!! i. l!Xl&TIN<lo PLOW HN&Ol'lt •. l!Xl&TIN<lo <2110<'. COU,oLEl'lt 'l. l!Xl&TIN<lo 4" l"tll!!&eUl'OE MAINLINI! LEAOIN<lo TO LAND9CAl"E IM!G,ATION WATEl'lt 6Y6TEM! '"· l!Xl&TIN<lo --MAINLIN! L!!ADIN<lo TO DCHl!&TIC !IUILDIN<lo uee-.,.,. OTMEl'l& A POINT OF CONNECTION AT METERS II II 0 • □--t--t----+f-1 L IC/4L l'fCIUolT 00NTlll0LUlllt kCI & TO I-LAN POllt 11%1! AHC LOCATION 2. Dl1' VOLT ON-Gil'f' IWITCM :I. I' C>LA. CGIC)IIIT l"01lt CON11ICI. II-C-CGINC>UIT OHL Y 4IIOY1!! CllltAPI!>. PM11!N M!CUl'ltllL. T TO IIW-1.. -4. 1111' VAC. CCINDUIT. M6'191 M!CUl'ltllL. T TO 1ll4LL.. •• VMll)AI.. l"IIIO(lfO, LCCICl6 tTAINUII'\' lm!l!I.INCI08UIII!! NOTI!, L "'-L -TON !NeTAI 1110 l'l!1lt Loc:,,\L COOi!. 2. JIIAINllli.:, M~ AUl'CHATIC eHUT-~ DIVICII TON IN&T Al.LE> l'l!1lt l"fAloU'AC1'11J1811t'e 9i"l!CPICATl0Ne B WALL MOUNT CONTROLLER NOTES: 1. Ml~~ timE METER AND BACKFlOW ASSEMBLY. 2. A A K .1 ~efJ11~iTru1N'lf£A JI II II II 2' // ____ ,,, (I,... ____ _ PUBLIC PRIVATE 3 3 7 -IXleTIIG TO Ill 'o'l!Rli'I 2 3 CONSUMERS RESPONSIBILITY TDA;:.TETC::,:;A::,:RL=BA:.,:D:"M::'.UN:'.l~Cl:'.PA7:L:-'.W:'.A:'.TE:R~IS:,:.:::l.::.CT,_:.'.:.·-:::~-'::-'"-:..Jc":::;:' ;;;:.__ 6_04 1---+----+--., Z INCH AND UNDER cm.,.,.... REV. APPRO BACKFLOW INSTALLATION ,,_ ... •• W20 C BACKFLOW PREVENTOR 11 1~16ATION Le6eND (f'>OTAeLE) 6"11"1eOL MFG/MODEL NO. l"'ATTEl'IN OE6Cl'tll"'TION !"'61 CiPM lltAINelfltt) 1~-1-4m FLOOP lltAIN!l,lfltt) 18'!!'6-&c&T-e &Tll!EAM 6 11 f'DOl"'-U,. ~e eueeLl!fllt Ul ~~ -- lltAIN!l,lfltt) 18'!!'6-& Gl,T,1-1 6 11 l"'Ol"-lJID 61-!!ll!Ue ~y 3(1) .I~ • .IS, .21 &' 0 lltAIN!l,lfltt) 18'!!'6-6 Q,T,1-1,F 0 lltAIN!l,lfltt) 18'!!'6-le Gl,T,1-1,F •" l"'Ol"-lJID ~e ~y 3(1) .39, .&2, .,9, 1.&, l,tl' 1"1'1!:!elJ!ltl! MAINLIN! IN ~ANTEflt Aflltl!A, J/4" TO 1-112", l"'VC 6CM -44>, 2" AND LAMEflt U6E! l"'VC CLAe& 31!>, !!U!lrr &LEEVED l"'VC MIN. 1&0 eELOW Gll'ADE NON-t"'llltt!!elJ!ltl! LA TElltAL l"'VC 6CM 4-e> WITM l"'VC 6CM 4" l"ITTING&. eLlfltY SLEEVED l"'VC MIN. le" eELOW GR4DE. &1%E NOTED. l'"li-1! &LEEVING l"'VC 6CM &fZ' l'Ollt MAINLINE AND Wlflltl!& UNOEflt VEI-IICULAflt l'"AYING, 6CM .C.O FOflt MAINLINE, WI~& AND LATEAAL& UNDEl'o: l"'EDE&TilltlAN PAVING. E><TEND 12" eEYOND PAYING,. WIIIII! &Ll!EYING l"'VC 6CM ~-EXTEND MIN. 12" eEYOND EDGI!!. l"fltOYIDE MIN. 1&" COVEl1t UNDt!11t l"EDE&Tl'tl.AN PAYING, MIN. w• COVEiii: UNDeflt VEMICLE PAYING. tltAINe1fltt) l"'E!9 &El'tlE& lltl!!MOTI! CONT1'!0L VALVE. &IZE NOTl!O. Nlec::o LINE 61%1!:D !!ALL VALVE Nl!L&ON 164) QUICK COUl"LIN:!I VALVE-J/4" lltAIN!l,lfltD Eet'"-MC16, 16 STATION AUTOMATIC FOUflt P11tOG!11!AM l-l'l'"efltlC:, ~ IN&TALLl!D WITH AAINel!IU:> fllt&P·e!X AUTOMATIC MIN 61!:N&oflt DEVICE AND IN A '&~x• VANDAL fltl!:&l&TANT ENCLo&Ul'te • NOTI!, EXTfltA STATION& NI!: TO ACCOMMODATE FOflt EXl&TINao LANDSCAPE IMl"'ACTEO IN Tl-IE Al'!EA NOTED ON Tl-IE PLAN . LOCATION OF EXl&Tlt-t::i 2" l"OTAeLE WAT!l't M!!TE!lt& • il<EF'El'I! TO M!!TE!lt EXMl!!IT 61-!E!T 14 AND POINT OF CONNECTION CALLOUT FOllt LOCATION AND FIJl'tTI-IEl't lt-FOF!MATION. YE!ltlFY EXISTING LOCATICIN AND 51%E WIT!-1 ENGINEEl't IN FleLC:, t=>Fi!IO!lt TO INSTALLATION. YALV!! NUMeEflt ~ !"LOW IN G.l'".M. ~ VALVE 61%1!: l'ORl<a'l<. HAAG. AAA ll<C. LA~KAPE AACH11[C1LIR1; LA~ PLANNING 125• ti. CDAIT HGH'WAY lAGIJ1A BEACH. CA 92651 P> 19•9) 376-90d6 "19•91 376-'1067 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ REVIE'wED BY, INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ t------i--+-----------------ir---+--t---+----1~ PLANNING DEPARTMENT L..:!!_j DAlE INl11M. DATE INl11AL DAlE INl11Al ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ;==:::.::::=::::::IR::::::R:::IG:::::A::::::T::::10:::::N===L:::EG::::E;:::::N:::::D;=::::::.=::==: CLUBHOUSE POOLS LA COSTA RESORT & SPA CARLSBAD, CA.LIFORNU I APPROVED ~~~1 ~-~=ft ,~-11-~ : PLANNING DATE D BY: PROJECT NO. DRAWING NO. CHKD BY: RVIJD BY• CT03-01 402-2X I ' "''I IRRIGATION SPECIFICA llONS PART 1 -GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide oil l,abor, materials, transportation, and servic<>s necessary to furnish and install the Irrigation System as shown on the Drawings and described herein. B, Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition, 1.02 QUALITY ASSURANCE & REQUIREMENTS A. Permits and Fees: The Contractor shall obtain ond poy for any ond al! permits ond 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 Specifications. C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations 9overning or relating to any portion of this; work are hereby incorporated into and --made a part 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 same. However, when these Specifications and Drawings coll 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 .. 0. Explanation of Drawings: 1. Due to the Scale of the Drawings, 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 affecting all of his work and plan his work accordingly, furnished such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work lo be installed. The work shall be installed in such a manner as to avoid conflicts between the irrigation system, planting and architectural features. 2. All work coiled for on the Drawings by notes or details shall 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 is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not hove been considered in engineering. Such obstructions or differences shall be brought to the attention of the Landscape Architect. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. 1.03 SUBMITTAL$ A. Material list: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications. No substitution will be allowed without prior written approval by the City of Carlsbad. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Although manufacturer ond other information may be different, the following is a guide to proper submittal format: item No, Dtt$CrlPtion MQ!JJ.LllKiY!:tr: Model No, 1 2 3 4 Bockflow Preventer Febco 825Y Automatic Controller Colsense ETI-DTR2 Master Valve Clayval 136ACSKC-24V Etc. Etc. Etc. Irrigation submittal must be specific and complete. All items must by listed and should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of monufacturer's literature (catalog cuts) ore required as submittal information. 3. The Contractor may submit 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 moteriols installed or furnished without prior approval of the City of Carlsbad moy be rejected and the Contractor may be required to remove such materials from the site ot his own expense. 5. Approval of any item, alternative or substitute indicates only \hot the product or products apparently meet the requirements of the Drawings ond Specifications on the basis of the information or samples submitted. 6. Manufacturer's warranties shall not relieve the Contractor of his liobility 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 diozo prints which shall be corrected daily, 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 moke neat and legible notations on the record drawing progress sheets daily as the work proceeds, showing the work as actually installed. For example, should a piece of equipment be installed in a location that does not match the pion, the Contractor must indicate that equipment has been relocated in o graphic manner so as to match the original symbols as indicated in the irrigotion legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan al the proper time. 3. Before the date of the final observation, the Landscape Architect shall transfer all information from the "record drawing" prints lo city mylar or a new CAD mylar base sheet. The dimensions shall be made as to be easily readable even on the final controller chart (see Section C). The mylar "record drawing" pion shall be submitted to the City of Carlsbad for approval prior to the completion of the controller chart. 4. The Contractor shall dimension from two (2) permanent points of reference, such os buildtng corners, sidewalk edges, rood intersections, etc., the location of the following items: a. Connection to existing wat~r llnes. b. Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler pressure lines ( dimension max. 100' along routing) including oll changes of direction. e. Sprinkler control valves. f. Routing of control wiring and locations of all splice boxes. g. Quick coupling valves. h. Stub-outs for future connections. i. Other related equipment os directed by the City of Carlsbad. 5. On or before the date of the final field observation, the Landscape Architect shall deliver the revised city m)Aars (or new mylars) to the City of Carlsbad. Delivery of the mylars will not relieve the Contractor of the responsibility af furnishing required information \hot may be omitted from the prints. Controller Charts: 1. As-builts drawings shall be approved by the Owner before controller cherts are 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 wfll allow. 4. The chart is to be a reduced drawing of the actual inslallled system. However, in the event the controller sequence Is not legible when the drawing is reduced, ii shall be enlarged to a size that will be reodoble when reduced. 5. The chart shall be a block line or bluellne ozolld print and a different color shall be used to indicate the area of coverage for each station. 6. When completed ond approved, the chart shaill be hermetically sealed between two pfeces of plastic, each piece being a minimum 20 mils. 7. These charts shall be completed and approved prior to the final field observation of the irrigation system. Operation ,and Maintenance Manuals: 1. Prepare and deliver to the Owner within ten calendar days prior to completion of construction, two hard-cover, three ring binders containing the following information: o. Index sheet which states Contractor's name, address, and telephone number, and which lists each installed equipment and material item including names ond oddress·es of manufactures local representatives. b. Catalog and parts sheets on every material and equipment item installed under this Contract. c. Guorantee statement. d. Complete operating and maintenance instructions 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 part of this contract the following tools: a .. b. C. d Two (2) sets 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) quick coupler key and matching hose swivel for eNery five (5) ar fraction thereof of each \)'Pe of quick coupling volve 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 thot the Owner has received material must be shown to the Owner. \ 1.04 PRODUCT DEUVERY, STORAGE AND HANDLING A, Handling of PVC pipe and fittings: The Contractor is cautioned to exercise core In handling, loading, 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 undue bending or a concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.05 SUBSTITUTIONS A. If the Controctor 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 o 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 flaw 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 and the Owner shall hove the responsibility In accepting or rejecting any submittal item as an approved equal to the equipment and moteriols listed on the Drawings and Specifications. 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 shall be filed with the Owner prior to acceptance of the irrigation system. B. A copy of the Guarantee form shall be included in the operations and molntenonce manuoL C, The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information: GUARAl'lTEE FOR IRRIGATION SYSTEM We hereby guarantee \hot the irrigation system we hove furnished and installed ls free from diefects 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 repoir or replace any defects in mote-rial or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace ony damage resulting from the repairing or replacing of such defects at no additional costs to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such r•palrs or rep!ocemenb wlthin a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to hove said repairs or replacements made at our expense and we wilt 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 Class 315. 2. Class 315 pipe shall be mode from an NSF approved T)'l'e 1, Garde1, PVC compound conforming la ASTM resin specification 01784. All pipe must meet requirements as set forth in Federal Specification PS-22-70, with on appropriate standard dimension (S.D.R.) (Solvent-weld Pipe). 3. Pressure main line 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, Grade 1 PVC compound conforming to ASTM resin specification Dl 785. 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 sha!I be of two 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,1. •• NSF (National Sanitation Foundation) approval f. Dote of extrusion 11 8. C. E I'. G. H. All fittings shall bear the manufacturer's nome or trodemark, material designation, size, opplicoble 1.P.S, schedule and NSF seal of approval. PVC Non-Pressure Lateral Line Piping: 1. Non-pressure buried 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 shall be PVC Schedule 40 with solvent welded Joints. 3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specification PS-22-70 with an appropriate standard dimension rotio. 4. Except as noted in paragraphs 1, 2, and 3 of this section (~.018), all requirements for non-pressure lateral line pipe and fittings shall be the same os for solvent-weld pressure main line pipe and fittings as set forth in section 2.018 of the Specifications. Valves: 1. Ball Valves (1-1/2" and smaller) a. Ball valves shall be a 125 lb SWP bronz,e valve with screw-in bonnet, nonrising ttem, and solid wedge disc, with o s toinless steel handle. b. Ball valves shall be similar to those manufactured by Nibco or approved equal. c. All Ball valves shall be installe;j per detail. 2. Gate Valve (2" and larger) o. b. c. Resilient Wedge Gate valves ohall be epoxy coated cost iron end 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 volves shall hove a bra$S, two-piece body designed for working pressure of 150 P.S.I. 2. Quick coupling volve shall be operable with o quick coupler key. Key size and type shall be as shown on the Drawings. Check Valves: 1. Swing check valves 2" and ,mailer shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V--51D, Class A, Type IV. 2. Anti-drain valve• shall be ol heavy duty virgin PVC construction with F.I.P. thread Inlet and outlet. Internal ports shall be stainless steel ond neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve •hall be similar to the Valcon "ADV" or approved equal. Control Wiring: 1. Except as noted otherwise, connections between the automatic controllers and the electric control volves shall be made with direct burial copper wire AWG-U.F. 600 vol\. Control wiring Installed in control wire conduit within structure shall be made with AWG-TW solid copper wire. Pi!ot wires shol-l be a different color wire for ,each automatk controller. Common wires shall be white with a different color stripe for each automatic controller. Install in occordonce with valve manufacturer's specifications and wire chart. In no case shall wire size be less than #14. 2. W!rfng 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 is placed in o trench, the wiring shall be taped together at intervals of fifteen (15) feet. = K. HAAG, All.A, II< lAN)J'OPE ~l10CTURE lAN)f'LA~ 125'1 N. COAIT ffGH'll'AY lAGltlA BEACH CA 92651 ~ (9•91 376-'°66 f !9•91376- /, 4. An expansion curl shall 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 vclve, so that in case of repair, the valve bonnet may be brou-ght to the surface without disconnecting the control wires. Control wires shall b~ laid loosely in tr-ench without stress or stretching wire conductors. 5. All splices shall be mode with Scotch-Lok #3576 Connector Sealing Pocks, Roinbird Sn:op-Tile wire connectors., or approved equal. Make onl1y one splice with each connector sealing pack. 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of Orange. I, Electric Control Valves: 1. All electric control valves shall be the some size and type shown on the Drawings. 2. All electric control valves shall have a manual flow adjustment. J. Provide and install one control va!ve box for each electric control valv,e, J. Sprinkler Heads: 1. All sprinkler heads •hall be of the same size, type, and deliver the same rate of precipitation with the diometer (or radius) of throw, pres$ure, and discharge as shown on the Drawings and/or specified in these special provisions. 2. Spray heeds shall hove a screw adjustment. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. 4. Riser nipples for oil sprinkler heads shall be the some size os the riser opening in the sprinkler body. 5. All sprinkler heads of the some type shall be the same manufacturer_ K. Sleeving: 1. Sleeving und'"r vehicular hardscape or paved areas for mainline, loterals and control wiring shall be SCH 80 P.V.C and buried 30" below grade. 2. Sleeving under pedestrian hordscape or paved areas for lateral lines shall be SCH 40 P.V.C and buried 12" belaw gr~de. 3. Sleeving under pedestrian hordscape or paved areas for mainline ond control wires sho!I be SCH 40 P. V.C and buried 18" below grade. L. Miscellaneous Irrigation Equipment: 1. Refer to the lrrlgoti-on Plains for sizes and types of miscellaneous irrigation equipment. 2. Al! miscellaneous irrigation equipment shall be os specified or approved equeil. M. Potable Contr~I Valve Boxes: 1. Use 10" x 10-3/4" round box for oil gate valves Carson Industries jl910-128 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 bo:x for all electric control valves. Carson Industries # 1419-128 with green bolt-down cover or approved equal. 3. Use 6" diameter x !l-3/4" deep round plastic valve box for all quick coupling valves. Carson Industries # 608-12 with green flex-lock cover or approved equal. 4. Use 9-1/2" x 16'' K 11" rectangular box for oil electric control valves installed within on-grade lor;dscoped oreos. Corson Industries II-1419-128 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 Industries No. 910-12B with green bolt-down caver or approved equal. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS-BUILT" TITLE _______ _ REVIE\IED BY• INSPECTOR ' DATE DATE ~ CITY OF CA.t<lS.HAD [sHEffsl t---1---t-----------------41----+--1---1----1 L!.:_j PLANNING DEPARTMENT L2!_j r==7ilH§i1R§ilG~AT~l~O~N~P~E;,;:C~IF~l1..~.A~Fi1luim1N::,i=-===::: DATE INITIAL DAlE INITIAL 0AlE INITIAL ENCIN~ OF WORK REVISION DESCRIPTION DTHtR APPROVAL CITY APPROVAL CLUBHOUSE POOLS LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA : PLANNING I APPROVED tt...L£ <=t f f-llJt ll-A·•iJ DATE UWN t:1Y: I PROJECT NO, I DRAWING N~ CHKD BY: 402-2X 1 RV\ID BY• CT0!J-01 ' I ~ •( s •:r N 0 -~ ~ -~ °' . ~ ~ 'Q .,, -~ Sil .,J ·~ r.ll :::i @ CQ :::i .,J S.l "' --l Oil r.: .i ·,-~ ✓l s 8 ·~ -l .:::i <:I) ~ <:I) ...... 0 oO-t,\ii N. IRRIGATION SPECIFICATIONS (continued) Bockflow Prevention Units: 1. 2. 3. Back/low prev,,ntion unit ohall be of size and type indicated on the irrigation drawings. Install backf\ow prevention units in accordance wilh the Drawings. Wye strainers at backfiow prevention units shall have o bronzed screwed boy with 60 mesh monel screen and shall be similar to Bailey #100B or approved equal. All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local code. . The Contractor shall verify with the local governing body as to material type and installation procedures prior to start of construction. Submit shop drawing for approval. 0. Automatic Control1ler: 1. Automatic controller(•) shall be of size and type •hown on the Drawings. 2. Final location of automatic controller(s) shall be approved by the Landscape Architect and Owner. 3. Unless otherw,j,e noted on the Drawings, the 120 volt electrical power to each automatic controller location Is to be furnished by others. The final electrical hook-up shall be the responsibility of the Contractor. P. Vandal Resistant Controller Enclosure: 1. Controller enclosure 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 o base for mounting the automatic sprinkler controller and terminal strip. PART 3 EXECUTION 3.01 OBSERVATION OF SITE CONDITIONS A. All ,coled dimensions ore opprosimote. The Contractor shall check ond verify oll size dtmensl,ons and receive approval from the City of Carlsbad prior to proceeding with work under this Section. B. Exercise extreme core in excavating and working near exfstlng utilities. The Contractor •hall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers:. D. The Contractor shall carefully check all grades to satisfy himself that he may solely proceed before starting work on the irrigation system. 3.02 A. PREPARATION Phy,ical layout: B. C. 3.03 A. 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads. 2. All layout shall be approved by the City of Carlsbad. prior to installation. Water Supply: 1. The irrigation system sholl be connected to water supply point(•) of connection as indicated on the Drawings. 2 Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible lor minor chonge:s caused by actual site condition!, Electrical Supply: 1. Electrical connections for any and all automatic controllers shall be made to electrical point(s) of connection as indicated on the Drawings, 2. Connections shall be made at the approximate location(•) shown on the Drawings. The Contractor is responsible for minor changes caused by actual site conditions. INSTALLATION Trenching: 1 . 2. 3. 4. 5. Dig trenches straight and support pipe continuously on bottom of trench. Loy pipe to an even grade. Trenching excavotion shall follow layout indicated on the Drawings and as noted. 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) inches for all control wiring. D. E. B. Backfilling: 1. The trenches shall not be backfilled until all required tests ore performed. Trenches shall be carefully bockfill,ed with the excavoted moterlols opproved for backfilling. consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities. 2. A line granular material backfill 6" depth will be initially placed on all lines. No foreign matter larger than one- half (1 /2) inch in size will be permitted in the initial backfill. 3. Flooding of trenches will not be permitted. 4. If settlement occurs and subsequent odjustments in pipe, valves, sprinkler heads, lawn, planting, or other construiction ore necessary, the Contractor shall make a!I required adjustments without cost ta the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, shall be backfilled with sand (a layer four (4) inches below the pipe and six (6) inches above the pipe) and compacted in layers ·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 unyielding condition. All trenches shall be left flush with the adjoining grade. The Contractor shall set In place, cop and pr,essure test all piping under paving prior to the poving work. 2. Generally, piping under existing walks is done by jacking:, boring1 or hydraulic driving, but where any cutting, or breaking of sidewalks and/or concrete is necess,ary, it shall be done and replaced by the Contractor as a port of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Owner. No hydraulic driving will be permitted under concrete paving. Assemblies: 1. Routing of sprinkler Irrigation lines os indicated on the Drawings is diagrammatic. Install lines ( and various assemblies) in such a manner as to conform with the details in the Drawings. 2. 3. 4. 5. lnstoll NO multiple assemblies in plastic lines. Provid• each assembly with its own outlet. lnstoU all assemblies specified herein in accordance with respective detail. In absence of detail drawings or Specifl,cotions pertaining to specific items required to complete work, perform such work in accordance with best standard practice with prior approval of City of Carlsbad. PVC pipe and fittings shell be thoroughly cleaned of dirt, d11Jst, and moisture before installation. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved equal, shall be used on ell threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use 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) inches from lines of other trades, with the exception of the control wire sleeve(s) which shall be installed adjacent to pressure supply line. Parallel lines •hall 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 lo the automatic controller shall be provided by the Contractor. 2. All electrical work shall conform to loco! codes, ordinc:mces. and union authorities having jurisdiction. Remote Control Valves: 1. Install where shown on lhe Drawin~•-Where grouped together, allow at least twelve (12) Inches between adjacent valve boxes. Install eoch remote control valve in a separate valve box. F'lushing of System: 1. After all new sprinkler p-ipe lines and risers ore in place and connected, all necessary diversion work hos been completed, and prior to installation of sprinkler heads, the control valves shall be opened and full head of water used to flush out the system. J. 3.04 3.05 3.06 3.07 2. Sprinkler he~d• shall be installed only after flushing of the system has been occomplished to the complete satisfaction of the City of Carlsbad. Sprinkler Heads: 1. Install the sprinkler heads as deoignoted on the Drawings. Sprinkler heods to be installed in this work shall be equivalent in all respects to those 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 REF' AIRS The Owner reserves the right tftl make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee os herein specified. EXISTING TREES Where it is necessary to excav~t• adjacent to existing trees, the Contractor shall use all possible care lo avoid injury to trees and tree roots. ExcavaUon 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 heavily wrapped with burlap to prevent scarring or •xcessive drying. Where a ditching machine Is run close to trees having roots smaller than two (2) inches in diameter, the woll 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 pointed with two coats of Tree Seal, or equal. Trenches odjacent to tree should be closed within twenty-four (24) hours; and where this is not p,ossible, 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: B. 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent oversproy onto walks, roadways► ond buildings as much as po!sible. 2. If it is determined that adjustments in the irrigation equipment will 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 heads by \he Contractor shall be accomplished within ten (10) days after notification by the Owner. 4. All sprinkler hood• sholl be set perpendicular to finished grades unless otherwise designated on the Drawings. 5. Rain Bird EFB-CP volves will be set per manufacturers specification so that each lateral operates at design pressure. Testing of Irrigation System: 1. The Contractor sholl request the presence of the City of Carlsbad in writing at least 48 hours in advance of testing. 2. Test all p,ressure lines under hydrostatic pressure of 150 pounds per square iinch for four ( 4) hours ond 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. 5. Sustain pressure in lines for not less thon six (6) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. All hydrostatic tests shall be mode only in the presence af the General Contractor and the City. No pipe shall be backfilled until it has been observed, tested, and approved in writing. 6. Furnish necessary force pump and all other test equipment. 7. When the irrigation system Is completed, perform a coverage test in the presence of the City of Carlsbad to 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 coveroge due to deviations from the Drawings, or where the system has been willfully installed as indicated on the Drawings when it Is obviously inadequate, without bringing this to the attention of the City of Carlsbad. This test shall be accomplished 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 operation for a period of seven (7) days prior to any planting. 8. The Owner reserves the right to waive or shorten the operation period. 3.08 3.09 3.10 CLEAN-UP Cleon-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 broomed or washed down, and any damage sustained the work of others shall be repaired to its original condition. FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate l>ach system in its entirety for the Owner al time of final observation. Any items deemed not acceptable by the Owner. shall be reworked to the complete satisfaction of theOwner. 8. The Contractor shall show evidence to the Owner that the Owner has received OIi occessories, charts, record drawings, and equipment os required before final site observation can occur. SITE OBSERVATION SCHEDULE A. The Contractor shall be responsible for notifying the City of Carlsbad in advance for the following observation meetings, according to the time indicated: 1. Pre-Job Conference -7 doys 2. Pressure supply line installation -24 hours 3. Lateral llne and sprinkler Installation -24 hours 4. Automatic controller instollotion -24 hours 5. Control wire installation -24 hours 6. Pressure supply line and lateral line testing -48 hours 7. Coverage test -48 hours 8. Final observation -7 ddys on 8. When observations have been conducted by other than the City of Carlsbad, show evidence in writing of when and by whom C. these observations were made. No site observations will commence without "As-Built" record drawings. The contractor shdll not call for a site visit without "As-Built" record drawings, without completing previously noted corrections, or without preparing the system for said visit. fORfEJT K. HA.;(;, AJIA K lAND.fC61't -LAND AANNl!IG II AS-BUILT" l'.U!4 N. COAfl t-11:;HWAY 1.AGUNA ~(}I, CA 926.-;I I' 1949) 376-9066 f, 19'9) :Jl&-,00 UC.~ I.ii APPROVED F'OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE.-------- REVIE'I.IED BY1 DATE INSPECTOR DATE ~ CITY OF CAttLSBAD ~ 1-----+--+----------------1,-....---+----1---+-----1 ~ PLANNING DEPARTMENT L.!!_j :=:==-=:;:;;,R:;:;;R:::IG:::::::A=:T::::10:;::::::N:::;S:::::P:::E:::;:C:;:;;IF:::IC=A=T=,o:::N=s~=:::::::: LA CLUBHOUSE POOLS COSTA RESORT & SPA CARLSBAD, C.AUFOR.N/.A 1------+--+----------+--1----1----+---I n-<..\...-Cf· ~\-4[ l\-l\-ot-I APPROVED ,.,. ~ / I 1-----11----1----------------1----+--+----+----1 ~P~L~A~N~NI~N:::G'=:=~-;==:;::;;::;::;;;:;:;;~==::;;::::::;::D::A::TE;=:::; OA"IE INITIAL DATE INlllAI. ENGINEER Of WORK REVISION DESCRIPTION IITl£R lffRDVH. II DATE INITIAL CITY APPROVAL I I l5WN BY: PROJECT NO. DRAWING NO. 2~~n 8J~.---CT03-0f 402-2X 2 < -.,., N N 0 -~ N ~ 0- • ... ~ "<:! "° -~ y ;... 2 µ:.) U') ::::, ~ l?5 ~ u __... "' -l ·I ·~ ii: "-l -· s ! u ;l ~ -~ (I) -I LI ISHT I NcSr LEcSrEND • DESC.Rll"'1"I0N TIit?:!: UFLl<!IH'1" !"'ALM Til!.I::!: Ll6H'1", (~) Ll<!>H'1"5, '1"1"10 UP $ ONE DOV'IN BOLLAi'.t> L l<S>H'1" l't.EC!:SSED STl:P/ !V>.MP Ll<!>HT ViALL LIISHT FOUNTAIN Ll.s+4"1' (i'.EC!:SSED) l"OOL/Sl"A Lid-HT (i'.!:CESSl:D) / fQRllE.fT K. i'IG, AJtA. INC LANDICAl'I AIIO-l1lr:1I« LAND l'IANNING 125,4 ~-COAIT HIGINVAY IAGUNA BEACH. CA 92651 MANIJI" HADCO HAC,CO t>EL TA OEL '1"A F'°Ol;!N:r AIN PEOPLE FOUNTAIN PEOPLE MODEL 1'CLIE> i"IITH 55 l'-IOUNTIN6 STAKE 1:2 VOLT, 50 i"IA TT, MRl6 LAMP (6Ae V'IFL 40A). ecLIE>-A v-1I'1"H MCI-A MOUNT 1:2 VOLT, 20 v-lATT MRl6 LAMP (eA6 V'IFL 40A). 5MA-t>'1" BLACK '70 v-lAT'1" FLT 42 Gx.2404 ~-FL BLACK 1, ViATT MATCH AlltCHl'1"ECTUl'ltAL Llc!:oH'1" FIXTURE. LP-::250N-F l't.EMAi'.KS l't.El"EII!. TO MAH.IFACTUll!.El't.'5 SPECIFICATIONS FOR INSTALLATION. l't.El"Ellt TO MAH.IF AC TUl't.El't.'S SPECIFICATIONS FOR INSTALLATION. INSTALL 1'11.P. l't.El"!:l'lt TO MAH.IFACTLll't.El't.'S SPECIFICATIONS FOR INSTALLATIONS Olll CUSTOM BOLLARD PEl'l. OV'INEl't. Dll't.EC TION. l't.EFEl'l. TO MANUFAC TLll'ltER'S SPECIFICATIONS FOi'< INSTALLATION. "-l!FEl'll TO OV'INEl".'5 e!>PECIFICATIONS FOl'l. INSTALLATION. llltEFl:'lt '1"0 MANFC Tlllt'S SPECS FOR INSTALLATION 0 10 "AS-BUILT" APPROVED FOR PLANTING AND ffiRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVIE'w'ED BY• INSPECTOR DETAIL DETAIL e, SHEET l'I DETAIL A, SHEET l'I l"=I0'-0" ::20 DATE DATE t----+--+----------+---+--+--1---1 [SHm]7 CITY OF CARLSBAD 1 SH1E8ETS i ~ PLANNING DEPARTMENT ~::::=..~::::::==::::::::===::::::::=='...=~ SCHEMATIC LIGHTING PLAN DA'!£ INITIAL DATE INlllAL DA"IE INITIAL EIIGINEER OF W0RI( REVISION D£SCRIPTION DTHER lffRIJVAL CITY APPROVAL CLUBHOUSE POOLS LA COSTA RESORT & SPA CARLSBAD, CAUFORNIA APPROVED Y: ----CHKD BY: __ _ RV'w'D BY• PROJECT NO. CT03-01 •\-l\·C>• , DATE 'J DRAWING NO:! 402-2X J ~ I <~ N N Y"l --0 --~ c~ ',0 --°' cio ~ ~ ~ -, ... 0 u ~ IJJ c,'l ;::i ~ @5 ~ y "' ~-8 ia.. bl) r. ·~ ~ ·,-J ll'l 19 !~ u j ~--~ 11'.1 ~ 11'.1 C LECiEND L MADCO, IU,6,llfJ-1-1/ t,:,.,4 MOU-IT• J eox 12e>Y l'LOJ!ll!!&cl!NT l"LCIJ l'LOUl'l!!&Cl!NT <1' Yl&TA-~·&2,Z,J-9 12 VOLT, 1& WATT, T-4 LAl'P) 2. f"IIIOJl!!CT &IQN SIGN UP LIGHT ! ,' / , /! n SCHEMATIC LIGHTING NOTES 1. The Schematic Ughting plans ore for the identification and location of fixtures only. 2. The electrfcol contractor shall be responafble for the design provision and installation of all electrical equipmttnt as necessary to insure o complete agency approved installation in conformance with the intention of these schematic document$. 3. The electrical contractor shall be responeible for all permits and any or all shop drawings that may be required to obtain said pe11T1its. The contractor sholl apply for all permits and pay for same. 4. The electrical contractor sholl verify exact location (obtain location opprovol) of oil lighting fixtures with the landscape architect ond Owner prior to electrical rough-in. 5. The electrical contractor shall coordinote his work with other trades and instoll oll necessary sleeves, stub-outs, etc. as required. 6, AH elieetricol work 1holl comply witt, the local codes and building deportment requirements. All materials shall be new and bear U.L lobels. 7, Refer to th♦ construction plans for complete description of all related construction improvements. 8. All li9ht fixtures shall be inttolled per mfg. details cmd written specifications. 9. The contractor shalt verify oil conditions and dimensions shown on the plans ot the site prior to commencement of any work under this contr<1ct. 10. The contractor shall carry all workman's compensation, public liability and property damage insurance as required by the owner. 11. The Owner sha11 decide all questions relating to interpretation" of the drawings and the acceptable fulfillment of the contract. 12. The contractor shall <1t all times protect his work from damage ond theft and replace all damaged of stolen parts ct his expense until the work 1s accepted in writing by the Owner. 13. Extreme c<1re shall be exercised in excavating ond working neor existing utilities contractor shall verify at the location and condition of all utilities and be responsible for damage to any utilities. 14. Any wiring that may be shown on the plans is diagrommettcolly routed for clarity. contractor shall route to ovoid conflict with stationery elements in such a mpnner as to conform with the vorious details and to utilize irrigation trenches where possible, 15. Electrical contractor shall submit to Owner and landscape architect, a shop dr<iwing indicating hook-up, circuit data, instollot1on details, and switch and timing devices for complete operating system. A NTS B -------- / / ----LECiEND I. !'"ALM TJel!! 2. LIGI-IT l'IXTUN! MAPCO, 19CLl6•A TM2M Tl'l!!E MCUIT -- 12 YOJ.. T, &,z, WATT, M!ltl6 LAl'P <9Ae UJIL 4"' J J. 1111!~1! C •eLl!!(12·2 MINJ-61!CUl'lll!! WI IN!ULATl!!P CAeLI! &T Al"U!:&. '4. Tc& »I 6TAINU!!6& 6Tl!aL 'T1lltANel'OIIC IEk-.a,Z,,Z, WATT TO eE &f.lAll!EP • J..OCAT!!P AeOVI!! llll1"IGA TION ~ 'I"& 4 Ol"t'"06ITE OF WALtc:WA'r'& < Tee J,Z,3-12 IN Gl'OUNP ~IAL ALTJ PALM TREE UPLIGHT LECiEND L TN!1! 2. LIGol-lT l'IXTUIII!! MAPCO, 19CL16-A &-1 &TAI<!! GROI.NP MCIINr J& UJ,I.TT (&,z, WATT MAX.> Mftl6 LAH!" (9Ae UJIL "41)' J NOTE .. I. TC& ,,Z,I $TAINLI!&& &Tl!el ~1'-3"" WATT TO el! &f.lAR!!:P • LOCATED Aeovtl! lllilltla.A TION ~ '1"6 « Ol"P061TI! OF WALKWAY& < Tee 3"J-12 IN a,1'0t.N) l!!UlltlAL AL TJ 2. LIClil-lT MOU-ITINCl 4 eot+ll!CTION l"SFt l!LECTI'tlCAL l!NGINEE1' J. &l!E Ll!Gl!NP, L4.e. CANOPY TREE UPLIGHT NTS \ I I I I I / NTS f c. u , I fl'Efllit L~TING! FORl<EJT K. HAAG, AJlA, INC LANDJCAPE ARCHllECTUllE LAND PLAr-4NING 1254 N. COAST HIGHWAY LAGll'lA BEACH, CA 926S ~ 1949) 376-9066 ,, W49J "76-9067 APPROVED FOR PLANTING AND ffiRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ARE.AS. "AS-BUILT" TITLE--------DATE REVIE\JED BY• INSPECTOR DATE 1----t--+-----------1----1----1--1-----1 ~8 CITY OF CARLSBAD fsRt~r<_~-l,-~ PLANNING DEPARTMENT l._l_v t---+--+-------------+--1---4----+-~ 'r=::::::'..':::::=:::::::::::;:L~IG~H;;:;;T;.:IN;:;;G;=;D;:;E;;T;;:;;A:;IL:::;S===-_ ~:::.·:i 1 J_· CLUBHOUSE POOLS f LA COSTA RESORT & SPA=-__J. ,,-_ CARLSBAD, CAUFORNIA -I l~i,J,( ?,. f,l\J,fr-i-~;~_J · I APPROVED ~::::i:::~~:::::::::::::::::::::::::::t::::t:::1::::t:::j :cPL:-A:-:-Nc-:NI::-Nc::G_J~~~~!...1 D" 1[ INITIAL D" TE INITIAL 0111[ INITIAL ENGINEER OF WOAK REVISION DESCRIPTION OTHER -VIII. CITY APPROVAL Y: CHKD BY: __ _ RV\JD BY, PROJECT NO. C1'03-0f DRAWING N·◊]- 402-2X ,