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HomeMy WebLinkAboutDWG 346-7M; CT 95-02; FOUR SEASONS AVIARA; 01-38-·-------·-·---·-------·---·---____ , ________________ .., ___________ ....... , ...... ___________________________________________ , ________ ,.....,_ ... ,_, _____________________ , ________________ , ..... _, ... ____ , ___ , _________________________ .. __ , ______ -...... , ... ----.....,--,-----·---, RECLAIMED WATER NOTES ALL WORK SHALL flE DONE IN ACCORDANCE WITH THE CM,LSBAD MUNICIP.i~I_WI\TEF1 DISTl~ICT'S "(Jll'II_SBAD RE:CL.0.MATIOI, l~IJL[S 8. REGULAfllOMS FOR CON'.,TRUCTIOI, OF RECt,\IMl:IJ W~,TEJl MAINS" DA,TED OCTCifl[R, 19<L';. 2. DRINf:l~IG FOUNTJ~NS SHALL 13E F'RCTECTED l'F!OM Sf>R/1,Y OF R[Cll_,\11,A[IJ W~(ITl'l, BEST MANAG[MEl,T PflA,(:TIC:ES SH/'-._l_ m: US[l:J TO MINIMIZE IRECLAIMl'D w~.TEI, ENCR'OACHMENT ()N F'Ul3UC F ACILITIE:S SUCH AS 1~1c1,11c T J\i31.ES, BBQ'S, f'L-AYGl'lOUNDS, S,o.ND TOT LOTS, l'TC J. E!EST MAN!\Gi':MUH PR,~CTICES SHN.L BE USED TO IC:LIMINI\TE OR CONTROL TO TH[ BEST EXTE~n °•0SSIIE'ILE PONDING, RUINH)FIF. OVER-SPR/1.'r' AND MISTING. 4, HOSE BiBS .AR[ :STRICH.Y f''R0Hll31T[IJ. '1 ON·SITE CROSS-CONNECTIONS BE:TWE:[1~ RECL/1,IMIED WATER LINE':; AND PQT/1.BLE: WATER LINE:S IS STRIICTLY Pfi!OHIEIITED. 6. NO SUl3STITLITl'CIN OF PIPE IVIATi:1"'1\LS WILL BE ALLOWED WITHOUT PRIOR N',0ROV,~L OF' THE CIT~· OF C,~RLSf.1AD MUNIClf'AL W,HEf/ c,1sH:1cr, l. /ll.L Of,1-SITE PIF'[S SHALL H.~VE: WMi'NING T/!,PE F'[I~ Clll~LSE3AIJ MUI\JIClf'AL W/1,TE:R DIST,'ICT'S RUlcS ,~ND l'IEGULA.TIONS, -)11· :;J. THE IRl~IGA.TION SYSTEMS SH/'-LL li'UN 130:TWEEN THE HOURS OF 10:()0 1°,M. Nm E,:QO ,~ M. THE IFOl..l.OWING MO!i'Nlc,G !SPOT IRl'IIGATl(JN COULD fl[ DO~IE' J,,--A DIFFEl~[~IT TIM[ Wll'H l)U,'\LIFIED SUPHIVISORY F1'E'.f!SCINNEU. 9. F1ROVIDE A MINIMUM OF AT LEAST IB INCHE:S OF COVER (IV[R: 1\LL WIRING /WI) PIP lt,JG, 10. NON-DESIGNED USE !IREA.S SH~LL m: Pl'lOTECTU) F~!OM CCNT1~CT 1/,ITH Rl,CLAIMED W,A,TER, WHETH[I~ EIY WIN()l31.0WN SPRAY OR B:'r' Dl!,ECT AF'PLICAflO'i THROUGH IRR'IC,\TION OR OTHEP USE. I_ACK OF PROTECTIC:N. WHETHER BY DESIGN. C:ONiSTRUCTICIN F'R!\CTICE or, SYSTEM OPEPATICN, IS STRICTLY f'ROHIE31TED_ 11. IRfillGATIDN HEADS SHAILL Bf RELOCATE:[) OR A(),IUS TIED TO PREVENT OVEI~ ~;f"~A,YING GN SIDEW!\l-KS, STREETS AND NON-DESIICNl:0 USE AFlEA5. 12:. ,1E,::1_t.MED WATl'R OIJICK COUPLING V1\l.VES SHIil.i.. f.lE OF I, r·<PE DESIG'-1!::I) FOR USi: ON R[CLA,IMIED 1/VATEFl DISTFllEIUTION SYSTEMS CSPIKES NOT ll'JTEF?CHt,NGIIBLE w1---1-1 POTABLE WAT[R l)UICI< COUf''LEH SPl,K:E:S) !'Eli' THE CITY OF CARLSEIN) MUl~ICIPi~ .. W1\TE!i! DISTRICT·s F1UL.ES MID f•!E:GUUHl,mJs_ U. METERS SHALL BE SIZED ElY TH[ CITY DF CARLSB/1,0 MUNICIPAL WP,T[fl DISTRICT, 14. l'l..l .. IRl~IIGATION PIF'[ SHALL BE STENCILED WITH TH[ WIIRNl~IG_ "NON,,POT Al31LE CW R'ECl.,I\JMED WATi':W', COLOR-CODED <PUl~PLU AND L.AJD WITH W,~RING T ,~!'E NJD ST[NCILING Of?IENT[D TOWARD THE TOP OF THE TRENCH PER TH[ CITY OIF C:ARL$icl,1\1D MU~IICIF',1~1-WATEY Dl~;rRICT'S RULC:S AND REGULATIONS. I~'. l>U. f>0TA8:LE: Wl•,Tl:1, ,IIND F/E:CL~ME:D WJ\TEP l"IF'l~IG SHJILL BE ll'JSTALLEO WITH THE STDKII_ING OF11ENTE,) TOW,~RD THE TOP OF IHE TRENCH. l(i. WHEN A POTABLE WATER clNE ,ON[) 1,E:CLAIIM[D WA,TFR LIN[ Cl'IOSS, THE RECI_AIMEDLINE SHAU. 13iE INSTi\LL[D WITHIN A PF,OT[CTIVE SLIEEV[. THE SL[EVE SHALL [XTUJD 10 FEET FR'CIM E:!iiCH SID[. "ROl•I THE C[NTE:R J.INE OF POT,\EILE LINE. FC:.R A, TOTtij_ DF 20 F[[T. 17. A lO FOOT HOF,IZCNT AL SEPARl•TION 8ETWE:E,N F•OT ABLE WATER A.l~D ,lECL.AIM[D '11/A,TER MAll~IS MUST 13[ Mt>JMT AINED ,U A,Ll. TIMES. THE l"DT ABI.E LINE MIJ~;T EIE: INSTALLED Al30VE THE l'l'ECLAIM[IJ LINE. 1B. A •AINIMUM (JI" 12 INCHE:s OF vE1n1cAL S[f>A.RATlor, BETWl'TI', UTILITIES MUST El[ lvlAll'iTAINEQ ,OT ,I\LL TIMES. ,JIE· 19. [l['✓fLCWEFi'/CO~ITRA,CTOR SHALL CCl~l[IIJCT .•. Cl'IOSS COt-lNIEC:TION TEST N·ID I\ CD\/ER,~CE TEST AS DIRECTED BY THE CARLSB~,0 l~UMIC:IPAL WAT[l'l DISTPICT HJGl~IE[R' OR TH[ S1o.N DIEGQ C:OIJ~!TY DEPARTMENT DF EI\J\IIRONMOJ'TAL HE:1\L TH F'f110R TO ~,~IY USIE OF' 1,EC:LAJMED WATER. ZIJ. CiUICI•: C:OUFl.11',G V/1,LV[S USED IM RECLAIM[[) W,1\TER SYSTEMS SHALL HAVI: ACME T'r'l'E CIHRENlS (SPIKES NOT lfJTEFi:CHANCE~,BLE WITH POT!~BLE WATER OUIC:I< C:OUPLEH SPIIKES:, Nii) PUflPILE COLORED LOCKING COVERS PERMJ\NENTL Y t,T T ACHED TO TH[ V!IL •IE_ OUICK COUPLlf,IG VNVES SI-IAJ.J_ BE NELSOI~ M). 7645, HUl,TEI, ~I() r1v·100A-f<:L-l,JI'' OR N''Pl,OVED [QUl'\L. :>1. TH[ l'l[QUIRl:I) CIROSS·IMSPE.C:Tl(m SfMLL BE DONE BY EITHER THE CITY OF C:Al'lLS.El,~D MIJN,CIF'AL WIITER OISTF/ICT J\ND/OR S1'-"I DIEGO COUNTY CIE:F'ARTMENT OF El'JVIROMIAlcNTA. HE:1\LHI. COPIES OF IN'.,F'ECTION l,EPORTS WII._L EIE FIJRWM,DED TO ThE NON-INSPECTING PJllllTY. ,f :1:z_ DEV~LOPER' SH/ILL SHOW THE LOCATIONS OF R.C. SIGNS "'[)() N01 DRIM!i" ON TH[S.[ F'LAINS, AN ON·SIIT[ USEH/SUPl,RVl·S.OR SH,1\11 __ EIE: DESIGNAT[O INI Wfi:ITING, THIS INDIVIDU,\L SH,~LL El[ FAMILl,llfi• WITH PLUMBIING SYSTEM \\IITHl:'J THE PF10F'ERTY, WITH THE BASIC CONCEPTS OF EL'ICKF-1.0W/CROSS CONN[CIION PROIECTIOfJ AND THE Sl"ECIFIC F:EOUIR[MEIHS OF A RECL,~IMEO WP,TER SYSTEM .. COPIES OF THE DESIGNATION WITH CQNITACT PHOME ~IUMBERS :SH,I\L.I. E:E: PROVIDED TO THE Si\N Dl[GO COUNTY DEIPAPTMENT OF El~VIRONME:~1T.Ai. HEAL TH ANID THE: CARLSl3AD MIJNICll>AL Wl'.l[FI DISTF:IC T. DENNIS WHITMEFI 4-:'il '1467 li'J CASE: OF EM[l~GENCY CONT ACT-____::c:::.:_c.cc::,__;_ _ _:_::___ A,T -··---·--·--·······""----- CURT NOLAfJD AF TE l'l HOUf<''i COI\IT IICT ----'-'------'------ 24. SHOW !ILL POTABLE WJ\TEI'<' Ll~IES ON THE PLANS. 21" .), CN Fi'E:Cl.,I\JMEO WATER SYSTEMS, AU. PPPUFi!TE"~NCES ISPl,IMKLER HEPDS, VALVE EIO~ES. lcTC:.l SHJ•tL BE COLOR-CODED l'U~!PLE PEI'? AWWA :.;UIIJELll~:::S AND SEC:TIC:N 4049-5l, OF THE CAUFORMIA HEAL TH ,AND SAFETY CODE. "f ITEMS INO'S 13, 19 M,I[) 2.ci SHAU_ BE f<EDUIIREO .JUST PHIOR TO Tl-If ,\C TU,~L US[ OF RECI_AIMEO WATEI,, ITEM NO. 22 THE SIGNAGE PLAN SHALL BE t, PAf,T OF THIS 1.F. BUT TME SIGNS ,~ND TAGS WIL.L, BE INST ALL[C JUST !'Fl IOI, TO ACTUAL USE OF RECl.1'-MED WATER, S 1 Gl~IIGE NOTES Tl,E FOLL.OWIINC GUIDELIMcS !'OP THE USE or RECI-AIME[I WATEF, 1\R[ TO BE IPEHMANEtHI. Y POSTED ll~S10,E TH[ DOOR OF EACH cmnROLl.ER WHERE THEY A.FE EASILY VISIBLE. F'Ll•CE ON ,\ 81/," :, 11" SIZED SIG~I. COLOI,: PUFs'Pl.£ 13AU(Gfi!OUND WITH f.lLAC~: LETTERING. GUICELJN~S.FOR RECLAIMED WATER USE l !Pl'llGAT[ BETWEEN THE 1·,0URS CW 1,:),QO P.M, AN() 6:00 A.M. ONLY, WAHRltiG OUTSIDE THIS TIM[ FF:l'IMIE MUST l'lE DOhlE M~NU1\LLY WITH ()IJALIF-ED SU!"ERVl•SORY PEPSOMN[L OMSITE. NO SYSTEM SHALL AT N,IY TIME BE IL[FT UMATTEl'-IOED DUF11NC USE OUTSICIE THE M)RMAL SCH[DULE. 6. ., I ' lf~'?IGATE IN ,~ M!\NNER THAT WILL MINIMIZE: RUN-OFF', POOLING AND POl'lDll',G, THE APPLICATIOI\I RATE SHA.LL. NOT [XCITD THE INFILTRA.Tl(IN RATE OF rHE SOIi__ TlhlER'S MUST BE AD.JUSTED SO /1.$ TO BE COMPI\TIEILE WITH TH, l.~1WEST SOIL INl"ILTR~,TION Pl'ifE Pl't[SUH, THIS PRCICEOUR[ MAY EIE F ACILH1\TECI E:Y THE f:FFICIENT SCHEDULll'JG OF THE AUT01"1Jl,TIC COt.fflllOL CLCICl<:S, I.E., El,IPLOYING THE R[PEAT FLJl'iCTION TO 181'/EAI< Uf" THE TOT!\11_ ll•!F/IG1\TION TIME lfiTIJ CYCL[S THAT WII .. I .. F'F!OMOTE MA:<1MUM SOIL ABSORPTION_ AD,JUST SPFtl',Y HE'AOS TO [LIMINP,TE OVERSPRAY ONlrCI ,',R[/1,S l~OT UMDH! THE CONTROL Of'' THE CUSTmAE:F<. FOR EXM,IPL[, POOL DEC~:s, 1°RIVAT[ PATIOS, PRIVAT[ uns. ~;TRl'ETS A~ID SID[WAL~S. MO~IITOFi AND Mil.INT AIN THE SYSTEM TO Mll"l,lli':E ECol.llPM[NT IINIJ MA,H}sl/'-__ FAIL URE, EIFi'OKEN SPfll~IK.J,R HEADS, LEAKS, UNFIELl,l>JlLE V,ALVE:S, [TC., SHOULD B[ RE:PAll'lED AS SOON AS THE'/ tlECOME /IPP,•RENT, EC•UC!,TE ALL MMHENM,CE P[F!SONN[L ON A CDl~TINUOIJS El,~SIIS OF THIE PRESEl~CE OF Fl[CLA,IMED WATER. !0 ERSOl~NEL MUST BE INFORMED THA. T RECL1'JMEI) WATER IN MEANT FOi'? IRRIGATION i>'.JRPOSES ONLY, ANO IS NOT M'PROVED Fl)f;' )RINKING PURPOSES; HANO OR TOOL WASHING, AND ETC. GIVEN THE HIGH TUl~NOVER FIAT[ 01" EMPLOYEES lt,I THE 1.ANDSC:APlt.lG INDUSTRY, IT IS IIVIPORTAl~T THIS IMFDRMATIOI~ BE DISSEMINATED ON ~N ALMOST D•~L Y EIASIS_ IT IIS YOU, THE LA~IDSCt,PE COl'HR'ACTOR WHO I'S F'E:Sl'ONSIBL[ FOl'I EDUCATING E11CH AN[) [\/El'lY ONE OF. YOUR EMPLOY[':S. OBT !,IN PF'.IOR ~.F'PROV~-OF I\LL f'FWPOSEO CHP,NGES AND MOOIFICATIO~IS TO ~NY F'F?!VATE ONSITE FACILITIES. SUCH C:HANG[S MUST BE SUllMIITE:() TO, A.ND APPROVED EIY, THE DISTRICT El~GINEER!NG OFFICE ,~NO DESIGNED ii~ ACCOF!DANC:E' WITH DISTRICT ST,~NDAHDS. t,LL. RECLAIM[() WATER SPRlfMLER C:JNTl'Wl. VALVES SHALL ElE TAGGED WITH .'5" X !-" IDENTIFICATIOIN I AGS. I,_ TAGS 13HAL.L. 13[ WEAIHERPF!CIOI' PLASTIC,~," X 4', PURPLE 11,1 COLOR WIIH TH[ W()R[)S "'WARNlf,IG RECLAIMED WATER .. DO NCT ORIN!(" IMPRINTED ON OM:: SIDE:, l1ND ",1\V1SO .. /\GLIA IMPURA -NO TOMAi<' CIN TH[ OTHER' SIDE:. IMF'RIINTINC SHPtl. BE i>[~M,~NIENT N,D BLACK ii~ COLOR. US[ TAGS AS MANUl'ACTURED :3:Y T. CHl~ISTY El'iiE:fl!l'l"SES OR N'F'ROVTD 1:CIUAI.- EI. 0\1[ T,l\!C SH!1LL 13E I\TTACHED TO E,\CH 1/A,LV[ AS FOLLOWS, IITTACH TO V11LVE STUA DIRECTLY OR WITH f'"LASTIC lllE-WRAP OF! ATTA.CH TO SOL[NOIO WIRIE 01R'[C'T.Y OR WITH PLASTIC TIE-WRAP on ATTA.CH TO VALVE CCVER WITH EYISTING '/ALVIE COVEfi! BOLT_ a. ALL SPf11NKLER H[Al)S SHALL BE IDEMTIIFll':D AS IRECL,I\JMED WATER SPRlfWLEFI H£AOS. 9. EACH AUTOM,UIC COl'iTROLl.E:P AND ITS /1,SSOCIATEO EOUIPMENll SHN.L 13[ IDEtHIIFIEO Wl'TH -~ S1Gr,1 r~ENIINC: THE WORDS "RECLAl~t[D WATER USE() FOi< IRRIGATION" IN E~IGI.ISH t,ND SF'.•NISH,, WITH BLACK L[TTERS 1 INCH HIGH 01~ A PURPLE 8:ACKGl'<OUNO. THE SIGN SH.AU 13E PLACED SO THAT IT CAN 13E l~[AOII.Y S[[M 13Y ANY OPEl</1,TIONS PEf,smmEIL UflLIZING THE [l)lJIPMENT. INSPECTION P~DCEDURES L CITY COl'iSTfsUCTIOM INSPECTION SHALL IMCLUDE: A, LOCATION OF PIPE LINl[S, El. Tl''ENCH DEPTH. C. RECIUlflicD SEPARATIOII~ <HORIZOtH /\l .. L Y AND Vi:RTICALI. n, D. P'IP[ IDIC:MTIFIC,~TIO~I E. POINTS .. OF-CONNECTION <f>CIC'S). F, LOCATION PND IOE~ITIFICATION OF SPRINKLER HEADS. G. WAl~Nll~G SIGI-IS AT THE SITE M'iD ON THE T'fi'UCl<S: HAUL.II~(; 1'11:CU~ME:D W,HEY IIF RECLAIMED WATER IS USED FOR COhlSTRUCTIIOl•J), PN PPPROVAI_ LETTER' REGAl~DING THE INSl'ECTION CW THE P~:O.JECT SHNL 13E 013T,\IN[D FF10MI THE CITY N,ID THE DISTRICT, AND 13E FORWARDED TO THE COUNTY DEPARTMENT OF n.1v11:10NMENTJ\L HEAi TH Pf<IOR TO FINAL INSPECTION APF'ROVAL. 2. DIST'<ICT Fl~II\L l~ISl'ECTION SHAU. INCLUOE 0 P,. COVE~AGE TEST, ~FTEIR COMPLETION OF THIE Sf'RIMf:LER SYST[M, TO DETEf'~lll•J[ TH[ ADEQU/1,C'Y 01° C:OVEl~,~GE ON THE APPROVED ,.JSE AREA AND f>ROTECTIOf,I OF AREA.S NOT APPROVED FOFi RECl::IVINC: RECLAIMED W,ol.TEI~. 8. W/IJ/fJING SIGNS AND LA,EIEI._S_ C. OUICI< COUPLING VALVES. D. ALL ASl'ECTS OF THE IIPRIC:IITIOI~ CONDITIONS INCLUDll~G WIN013L0WN Sl~RI\Y, RUINOFF, N•II) F'Ol~DlfiG. E. FiECIUIRED PROTECTION OF ALL RESIDENTIN_ AR~AS. F, REOUIRE[) PRDTECTION Of" WEI .• L, STPEAMS, RESERVOIRS, ETC. G. CROSS-CONINECTION, AWRJAL INSPECTION SHALL INCUJJE:: .~ COMPL.F.: TE INSF'ECTION WHICH SHOULID COVER Pt\RT A. l"Afi'T B·AND P1\PT G l)IIS""PICT f'll,!I.L. INSPECT1m,1. OF THE REVISIJNS MUST 13[ APPROVED l'l'f P.JBLIC H[ALTH ENGINEER, CITY F'LAl•JNING DIRECTOR AND OISTmCT E~!GNU:R F'RIOR 1'0 IMPLEMENIATION N FIELD. -,----·-------·---------------·--·--· 11 .. (l) )--- 1--- WARNING ~[CLAIMED INATEl'I DO NOT DRINK ... , ·-·· -·-------------------· ___ _,.1 -------- > 1,.~eµ? t\\-ir~~~~~~ i>tl ~ vi VICINITY MAP' NO SCALE l N I A:11■•--·--·- EXISTING REC:LtJMED WATER Ll~.IE: EXISTING POlABLE WAT[R LIi\,[ NEW RECLAIMED WATE:Fs: L.IN[ NEW POTABLE WATER 1.11\1[ POTAE3LE WAT[R: METER EXISTING l~EC:I.AIMED INAT[R METEF1 EXISTING l:IOOSTER PUMP EXISTING l::IACl<Fl_OW F1REVENTER GATE: VALVE CONTF?OLL.EF: POINT OF CONNECTIOl'l "DO NOT DF?lt\lK' SIGN 1:111 [i:'.M] [i3[ [~iP] "''""' [~"'!,[ Ill • 0-ECL ,6Rt1T I ON OF RE SPONS,I,BL E_._C.H ARC[ I HEREEIY ICECLAR[ THAT 11\M THE LICENSED DESIGNER OF WORK FDR THIS Pl~O,JE:CT, TIHA.T I HAVE EXERCIISED fll':SPOl~SIBLE CHAPGC OVEI< THE DESIGN OF THE PF!O,JECT ,,,s DEFlflED ,N SE:CTIOl'i 6703 OF THE: BUSINESS AND PF?OFESSIOliAL CODE. AN() THAT THE IJESICN IS CDNSISTE~IT WITH CURRENT STANDMWS, I UNDERSTAND THAT TH[ CHECK OF F1fl()JECT Dfi!AWINCS AND Sf'IECIFICATIQNS 13Y THE CITY OF CM'ILSB!ID PND THE COUNT" OF SN! Dl[G() DEPA.IHM[IIIT OF E.NVIRDNMENT AL HE,!\L TH IS CONFIMED TO l;?EVIEW ONIL Y AND DOES NOT RELIEVE ME, .~S THE ucu,rsEO DESIGl~ER OF WOl,f<, OF M'r' fi[SPONSIBLITIE'S FOi~ F'l~O,IECT D[SIG't TH[~;E PLANS HAVE EIEIN Pl<EPARED 1\1 SUB ST A.NTIAL COI\JF'OIR~l,'INCE Wi'"H THE J1PPROVEO LIWDSC~PE CONCEPT PLAN, WAT[R COIIISERV~,TION PL~,N,. Flf~t: PFWTECTIION PLAN, AfJD !ILL 1~ JITIOMS OF .• ,. VA.I_ REL,~TED TO L_ANDSCAP1hlG. BY' --A~•-==-·=---'"'_,:!..::J...a:_.:;;..,,. __ ,_ DA TE: _l~ O' /4__(_ __ _ IF' l~IGA.T l()f\1 IF'l~ICA.Tl01'1 IF:l~IGA,TIOf\1 IF:l~IGA,TION SF'E CFICIA TIOt·~S IF:l~:IGATION 1:::iF1E·1:;SUF<E CAL.CUI.ATIONS PL./-i.NTlt~G F'L/\NS Pi._ ,At~ TING LE GE: l\JDS Pl .. /.1t~TING DETAILS Pl .. ,t~t~ T lt~G SP[ c11=-1c /.'\T IOhlS 30 31-34 '' l1S ["3LJ IL. T '' --------------··----·-·-·--·· TITLE l~E VIEWED B '(: II NSPECTIJR [)~.TE -----------,----·-·--·-·---·-··-··----··-···-·---·---· DE VE: L CIPf,.R' S, NJ>M" : ···-------------------- Jll)(ll~ I: S~',: __________________ _ --------------------·-·-·-·---·-- ' . -·-----! ________ • ________ , __ 11'1" X ltl" SIZE 0·115 AUJMINUM, .060 ABS F'Lt•STIC OFI STICfC-ON \/ll'~YL SIGNS. TELEPHONE: ______ _ ·' !:NCIN,E:RI 1------------·--·-·----·--·------............... .......-.-. 1-1 J-':1 ?1---+------------------+---+----l Fi,,,c,x,i F•·r:>•1 _________________ _ Dote E: I evot ion ·-·-·-·-----____ DCJtum ·-------~·~-----·-·-·---~--·-·-, ·---·-·-·-·---·--·---·---·------·-------,--.. ---,-------------------------·-------·---· .. ,---·-------·--------------·---_ . .._ _____________ _ GENERAL NOTES: 1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438-1162, EXTENSION #4221, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. ALL REDUCED PRESSURE BACKFLOW PRE.VENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-2722, EXT. 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RES UL TS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5959 EL CAMINO REAL 4. CONSTRUCTION SCHEDULE: A. PRIOR TO ISSUANCE OF GRADING PERMITS, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. 8. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. D. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE- STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. 5. IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 6. PLANTING: A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER NO. 5 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 7. SLOPE PLANTING STANDARDS: A. SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. STANDARD #1 -COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PIROR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BT THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. 2. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIXE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 3. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). 4. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. 8, AREAS OF APPLICATION -SLOPES 6:1 OR STEEPER AND: 1 . 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 (COVER CROP AND JUTED). 2. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. 3. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, 113 AND #4. C. SPECIAL CONDITIONS 1. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD 111 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2) A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3) IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. D. AREAS TO BE HYDROS EE OED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. LANDSCAPE 8. SLOPE IRRIGATION STANDARDS: A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3-1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. B. PIPE 1. ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL BE THE GALVANIZED TYPE OR UVR RESISTANT PVC APPROVED BY THE CITY. 9. LETTER OF CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. IMPROVEMENT PLANS FOR: RTH VI CARLSBAD,CA 10, AS-BUIL TS: A. PRIOR TO RELEASE OF BONDS, AS-BUILT LANDSCAPE PLAN s FOR THE BONDED WORK SHALL BE SUBMITTED TO AN D APPROVED BY THE: CITY. B. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HI s FIELD SET AS WORK PROGRESSES, s C. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS-BUILT BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT ' ALONG WITH THE CITY MYLARS. 0. LANDSCAPE ARCHITECT SHALL ADD AS-BUILT INFORMATION T a CITY MYLARS AND RETURN THEM TO THE PLANNIN G DEPARTMENT. E. PLANNING DEPARTMENT SHALL REVIEW AND APPROVE AS-BUIL MYLARS BEFORE ORDERING PRINT PACKAGE. T ' ·····-·-··-·-· ~\~~~~ ,,Ir'"'' -'" -·- ! ~tV, l.vNi L'\ --· ,.,, \?,/~/-i? 1 · y _) ~ =•• /4"' - '/ OF C~\. \\~ DATE INJT:AL ' REVISION ENGIN(ER OF WORK ··•·· INDEX CM\ND TITl_E SHEET TITLE SHEET ~::,F~().J[CT C()NSTf~UCTIC)N CC)NS Tf~UCTIO~~ PL_AhJS DETAILS SPECIFICATIONS C C)t·fS T F~UC T IClt·~ IRRIGATION fJL.f\,NS IRRIG)\ T ION IF~l~IGAT 10~-J IF(PIGATIC)N LEGENDS D[T AILS SPEClflCATIONS SHEET 1 3-13 7-12 1~3-lS 19-22 2 .,. . ~~' N CJ. IRl~IGATION PRESSURE Pl~ ,l\NTING PLANS CAL CUL AT IONS 24-.26 27-29 30 P'L ANTING F) I_ AN T 11\I G LEGENDS DETAILS f:iL ANT ING SPE CIFICATIC)NS APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING A REAS. : I SH2':T I ,, ----·~·-·-· ' ,,..~ ·--~·~-~- .. , ... , .. ,,~-----"·---- 31-34 35 ,· 6 ~I 3 7 -,38 Le.ndsce.pe Architecture • Planning Le J oHI! Cen lre II 9265 Towne Cerll.re Ddve, Suite 340 Sl!n Diego, CA 9Z121-3002 619 .. 550.1575 • l"l!x 550.1580 "J\S BUILT II -----· ------, ... ,,. -·-· .... ~•-·----- RCE ··----EXP. DA-E --·---l'l[\IIE:WEO fJY: --------·-•-=-•·-·· --~------•-•-•-••••u•~ "··• •~ -"------- INSPECTOR DATE 1s3a 5 l CITY OF CARLSBAD PLANNING DEPARTMi:NT ' LAN)SU1PE !MPFlOVC:MlcN~ PLANS FOR, ''" , ''•' am,M, • ··-·····-----~-~~" FOUR SEASONS RESORT ,, ,, ,,,,., ... , .... --~--~·--·-•-; AT AV IARA . ' "~·-·~-"-·-~----·-~ NORTH VILLAGE -~---~---,I..--~--~·~---< - , ''• , ••• OM'"-' ··-,,.., -~·~-~---\ Al'PRDYED ~ rY ,;;i,6, 77 ",, ····-····----·-·--·-· ,, .•.. ,.~----·-~---~· ,j.,..-·---·-· ASS!S'ANT 1"1.i>NNING DIRECTOR DAT[ ...... , .. ···-··~-·-, INITIAL OWN BY: PROJECT ND. DRAWING NO. DATE IN! TIAL □;HE CHKD BY, CT 95-02 346-7M DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: r, 0 0 C o> " ,:, a, ---' . .c 0 "' z.!2 ~ t: i-= -~. Q} o E L 0 CL z <( "' z ;c::: L----------------------------------------------------------------------------------------------------------------------------------------------------------------~O~ Date Plotted 12/04/96 MWO s~e ~ · C ~~-~·· / / / / / ..;: ,. ~ -~ , , -~.. ,, / I I I I _.,r-_"."i . .._,,,. ·,- , u./. A, _!!-~---~ .... .JJ I ' J/ KEY MAP NO SCALE . .... ' □--· ~----' / t d) / -_-~ > r-...,,... _,.,··r \ . ~..\. . I : .. .i ... I I '.I . ,- l I .\ I I,+\·· -\-. ..,,.~.:· ... · OS;Rf:?y CONCRETE PAVING WALL CPP Dl;T AIL FlNCff . CHEEK WALL w /HANDRAIL I ;,.:-:~"a'i---·::-~·: ._~:-,,, _____ ,,· ~ 7036 / I, ------=:::::::: . _,_,c,-_._ --,• .. ~ - .---· ---·· - =------= =-= .. ""••·· TERRACE • .... , .. .,.._:.f;-,4 .. - ENHANCED PA\/lNG .... ,,_ -:---·,, :;_..._ -.. -,,_ <~ ... .... ~ ' ... ~ ~-. ' I / /:.. ,:/ / / / / / FOUR CURB • '"'<,··,.,., "" .......•• -. .. ., ..... -..., .. , ....... ,, .. ,. ., ·~: ""' ,, . / / / / / / / / / S£ASONS --/~·: ,,, • / ,. " , ' \, f I ' '"y ' ··;j ·,_ , .. ' . -WALL CAP OETAll " ..... "' ,/ ,· -i\ / RING JOINT I / ./:-_, // ' •· / )) .- / to 1/ / / /✓ ·/ ' ' . . . ">·'"'· ' ,// / '·: / ···::·,:--'..~· '··' / / .)·"-. / / / / _,_--z / 20 0 1 0 20 GRAPHIC SCALE iN FEET DATE ]N]T[AL REVISION , 40 ' ' -- / \ ' F-..... i ( .. , .. ;_;,. i \ !?if ( -,\· /" '(\~-,~,,;;-~;,_:;:;>~_;_~;:- ._,.--"""--""="--- / _.,,F',..--: ... / --~ -·;, .... ,.--""-.. L ....... ·- / ., . .. (,;-.:/,,.,);:-~::-·itt~::~-~- _,-":,' \ -· ~--. ·' -. '\ ' .. ' ; / ' / ' / / --. / / ' / / .EiJIJSTAl COMMISSION DEED RESTRICTEl!l/AREIJ \\_ ... ) '~~"-····· ,.·''-· / \ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1 s~JET I / / / / / ...., / Lan&cape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550.1580 ''AS BUil T II RCE __ _ EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE [MPROVEMENT PLANS FOR: FOUR SEASONS RESORT AT AVIARA RTH VILLAGE I'-C: 0 0, 0 "O ·~ .... 0 A __ P __ P __ R __ □v_E_o+h,c.._=:.._ ______ ;2~. b· 7 ) : i ASSISTANT DATr ~ '3 DATE !NITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. -!!1." orHER APPROVAL cnY APPR□vAL ~~~Do 8s\,---CT 95-02 346-7M ~ j D~a;it~e~P~lo~t;t;edd:~,0~1i-1~S~/~~~-·~-------------------~------------------------------------------~----------~------------------------=~:~---~========================~~===•==~======~==================~~~===~~~ I 0~ 1 ' , -CMWD NO. ENGINEER OF WORK DESCRIPTION \ \ \ \ \ \ \ ,.-,, ~ /. ·, / ......___~~ ~/ ;'/ ---~~..... ,/ , •. ../J I I ~ , , 7/ ·---' sTuccoXr1LASTER CONCRE STEPS CHEEK WALL W/HANDR.AJL OPEN METAL GATE OPEN MET.AL FENCE ~-~~I"'~--· ,!,-· ....... KEY MAP ~O SCALE ... , ' \ \ ~ "'a "'a T"") ~ ~ ,,-,nc:, t--1 N ts-. w'-'--a.._ I..L \ /,/' FIJR DETAIL OF THIS 4RE4 SEE SHEET 6 ·~-~ . ' ~"" :,···· .,,••· ,. ~"-'-'--~.1----cL..:.J=--..:..:t~c-=-'-_ .,,. ....,P'i'm"'·--"'-~n~-~-=-"'--717.----~_::~~->~~l-,,.~w:::/,/,,::-·" ,. . ,.,, / ., ; '": / /~. / ' ' ·,' . 0 i, ' Ql C\l ~ ,=c=::""-11 ' I I # F--~---·:.;_;:..;._ ' ,---,-.. ::-.:~:~:'·Si;:::-.-::::···-~.-:~ ... :-: . '\ . . I I \ \ I \... . \ \·•\, ., . ! \ \ \ \ \ ... , ' ,_.:.,; \ ' ; ' ,; / . ;.::>·<\ ' ' • j • • \ / COASTAL C(/MM/55/0N DEED RESTR1CTED ARE/:/ / / NHANCED PAVING ENHANCED PAVING (.' ... :::-· ' \ ,', 'CONCRET~ MOW twRB CONCRETE PAVING', ' f;XPANSION JOINT --- I \ \. . . --. ·\··-' ''> ' . '· _\,~\:> / / ' / ·-' · ' , " 'SCORING JOINT -~ ' '"' " l,. 20 \ 0 \ \ ' ~ -...,_~ . ~\ 1 0 20 \. • ;~ '· • ·..;~ " 40 ..... ~ I GRAPHIC SCALE IN FEET INITIAL ENGINEER OF WOA REVISION DESCRIPTION \ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH4ET I \ I Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550.1580 II AS BUil T II RCE ___ _ EXP. ___ _ DATE REVIEWED BY' INSPECTOR DATE CITY OF CARLSBAD uTJ PLANNING DEPARTMENT 8 LANDSCAPE IMPROVEMENT PLANS FOR, FOUR SEASONS RESORT AT AVIARA NORTH VILLAGE A_PPRDVEO m~v ~,6·£7 ASSISTANT PLANNING DIRECT OR DATE DATE INITIAL DATE INITIAL OTHER 1'PPROV AL CITY APPROVAL OWN BY: I PROJECT NO. I DRAWING ND. CHKD BY: CT 95-02 346-7M RVWD BY• ..... " 0 0, 0.., '"' -.j-0 a, I 0~ z " _o uU (I) " ·~" o E ~ 0 Q. z \ ~~ D~a=t~e~P~lo:t~te~d~•~1~0~/~15~/~9~6~----------------------------~------------------~~----------------~-------1------------~--------------------------------------------------------------------------_J 0 ~ CMWD NO. ' / / / • • I / / I --, ...... '"'_.- " / / / / / I . / I -~ '•. Date Plotted: 10/15/96 I I / / / / / / I I I I I I I / ST~PPING STONES . 17>----+-~........,-~----~ =s-;_, ... ,., "'"""' .,· ;·-;._> ·······~-.... ."'":. -,., ····--•,~ ' ---~ ' ·-· .. ·-t·=- . ····> ,_ • :'"/. -\-~ -.-.-,·,·:* <·.<·,: ! ~::~s•"-i''N' -''v<-'S·v,,--..,,,,. . ' " I ' KEY MAP NO SCALE I I I . I I / / \ CURB '--._ I I I "·\, -, \ \ \ I I \ -~~.:·· ·-·~~-t.~'.:~--~: -." / / -: ...... ,. . . ., ~'~ '··· / .......... / r'C It \" \-, • • / / . , , , , , , . . . , ,, ,.. / ,,·,. -'"-. #:.¼ ."e>,,:(°:~ ..... ------ . -· .... ·-. ' / .,· / •'" ' / / / / ./. / / / COASTAL COMMISSION DEED RESTRICTED AREA. / WALL CAP DETAIL ' --__ ,,· - co'N.CRETE STEPS/ ----CHEEK w ALL w /1!JANDRA!c' ; /"• ; '·, _; I ,,\•, . . . STUCCO PILASTfF( •• -~-r•~-•••.,~-... ].•J,••~, . .-..,<,-.."'\ :• EXPANSION JOJNT SC--BRJNG j(j(N: ·'---., ---- ' "" \ / I I STUCCO PILASTER / / f ······,-,C: ·3 .. ' j L / / i • / :y I ( / ~- FJ/V!Jf-1 -.. ,; " ' •i~ ',,. ' ," LANE .. ,; ······-+·······-· =-----c -,-• , __ ' ,-_,___~·<::})~~~,-~ ---' ·....;;·:· -~ r a ,, ' ,-•···;-, .. ,.-~ •, "-, ~0i,·-,.-, __ ,, ____ .:._,,__· . / CONCRETE PAVING / ENH"ANCED PA'l1NG / / :, ' : \,i ; / V / ,, ····"; STUCCO PILASTER -- ~ .,.......----__.. CONCRETE STEPS : / / CONCRETE STEPS / ' / / / / I - .c .-·· _ .. - 20 0 1 0 20 40 GRAPHIC SCALE lN FEET .-, .. ,, WALL W/HANDRAIL / APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH5ET I ~ -/ / Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550.1560 "AS BUil T" RCE ___ _ EXP. ____ _ DATE REVIEWED SY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT I S3E8TS I LANDSCAPE IMPROVEMENT PLANS FOR: FOUR SEASONS RESORT AT AVIARA ~ \M1l1JU4P/' ,1/ fl..,~ 07'J1 ~~l----+---------i------------+---+--+---+------1 g~ ,~Jd _ ~ 1----'r--._.,__-+--+----------------+--+---+-----J _AP-PR_ov_Eo--1-,~4-,:,.--;"z',~.:.;Y=---. ____ _:.,,,7~.6-fz NORTH VILLAGE ii , --::) ,/ !\I' ~} , J 1-,,,_,\,____+---+----------------+---+---+---+------t ~A;:S:::S:::IS:;;;T;:;A:=N:::::1'-i''::::'L'::'._ ~::::N:::N~IN;:G::::::::O:::IR:::E:::C:::T:::O:::::R====;;::::=:::OA:::T::::::E:::::::~ ~--:,); ' ••• /4.'°' DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. ~OF CA\.\'\$" ENGINEER OF WOR! REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~DD~\, ---CT 95-02 346-7M CMWD NO. 1CJ/14/96 OGie Plotted• KEY MAP NO SCALE \\ ENHANCED PAVINQ_ ___ ~ o2-t·72 DATE DRAWING NO. 346-7M '-" z 1--. 0 0, C) ' ~ u.. ITT "' u.. C) C .. 11. 0 r---1-- :::!i 0 Cl< Le. NOTES: / / -·-~ / / / :::-:: ; ' V i V V 1/z" THICK STUCCQ_<I> 8"xB"x16" CONCRETE BLOCK GROUT All C~LLS •4 HORIZ. REBAR O 24" O.C. ---,---·-·"· .. ····-···· ,. c I / I-;:::: •4 VERT. REBAR O 24" O.C. 1-++------~C;;-;E"'NTiTE'n:R----.l"N "'A=1 ALL.-· .. -. ···-··-·-·- v I/ ~ ==r==:; v k{ 7 ===::::::_ . / / / ; _l • Al TERNATE BENO IN FOOTING GALV. STUCCO SCREED (CONT.) .,...,,.., ·-·-····-·-· -·· . _ .-. CONCRETE_FQOTING --3·•4 REBAR CONT. BOTTOM i 11=;/-···················-·· · .iJ1I ---filll"...11 l I:::: 901/. COMPACTED SUBGIRADE 1. SEE SHEET 12-,QR MATERIAL SPECS w 1~L. [_ A SCALE: I' .. J·O" FINISH GRADE POOL DECK PAVING ···-·-··-·-·-·--.--·.. .-· ... "7 SEE PLAN / '.: 0... a,>-,__ '-'--C) 0 z ~ S? I-Ce: C, <O ' NOTES: 1. SEE SHEET \"2. FOR MATERIAL SPECS. 8/15.196 ½" THICK STUCCO r·····-.. , I \ ------------<, I ' .. .I GALV STUCCO SCREED (CONT.: __ c-'_., .... "•'"·"···--·------- FINISH GRADE 20:1 RAMP SEE PL.AN 12"x6"x16" Q~~ _ GROUT ALL CELLS •4 REBAR O 16" O.C. HORIZ. CONCRETE FOOTING 3-•4 REBAR CONT.BOTTOM 907. COMPACTED SUBGR./\DE -· .. ·-···---- D LOW WALL W/PLANTER BOWLS SCALE= 1"·1'-0" 16 ' SQ. WALL CAP •4 HOOPS !l 16" 0.C. 16"x8"x16" CONCRETE COLUMN BLOCK //_//-GROUT ALL CELLS __ _ //~ 1/2" THICK STUCCO --.r I L.o-~-.,.......--... ,., ..... --~f I) _ •.. -·-\ .. ,. •--CHEEK WALL / NOTES: 16"x8"x16" COLUMN BLOCK GROUT ALL CELLS .............. ~HICK STUCCO ~------··,··-""··-·••'••---------..~.... i ·-----~la<'t=-=•==="=• ~· Fas~ i/ I ' FINISH SURF ACE CONCRETE FOOTING ,.,., ' -· _l_J 2·•4 REBAR _ .,,,._ _ "'• =,a, '---=::--·--"l"l'"l:'._____ EACH WAY BOTT OM J,~.1~3_---1-_" -------Tl .. [==I-.I. ::::i· .l:....:...1·fi~ --· ~O(COMPACTED SUBGRADE 3'·0" so. ==11ic]11 ~:::'rn -........ -······-·----,. NOTES: 1. CAI/RY CHEEK WALL HORIZONTAL REBAR THRU TO FAR SIDE OF PILASTER. 1. CARRY CHEEK WALL HORIZONTAL REBAR THRU TO f'AR SIDE OF PILASTER. 2. SEE SHEET 1"2 FOR MATERIAL SIJECS. -------. -..,. --·--r I I I I C FACE OF WALL BELOW -...--------······--········--·-- CMU CAP _.,,..,c"""·-,--·-••,•·------- -------- CMU WALL -+"··-;. --·--···----------- NOTES: 1. SEE SHEET 1-Z. FOR MATERIAL SPECS ... E ~------© WALL. CAP SCALE: 3"•1'·0" 8121196 2. SEE SHEET l:t FOR MAT[RIAL SPECS. STUCCO PILAS-f ER WI HANDRAIL SCALE: 1"·1'·0" \~UOSCIJ'~ .ef~r, t~ ~ ii' '¥'-, 1/ /. ---,I ~• ti(L,. I " ., • '( _;) ·" ~'...¼ ,, ' * J:~ ~·· u ( , -f/, <;fj."ti-r or c~1. \\ ·----- ----~ ---....... ~, -·-· r------"='" . -·-· ·-~-·---- -~-~ ~- '""~--- ·~--.. =~---- --;,~·-·--~--~~ ' DAT F. r N IT : oi: ---·-·--REVJSIDN DESCRIPTION ENG!NeER OF '•ORK Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 618.550 . .1575 • Fax 550.1580 II AS BUil T II V PROVED FOR PLANTING ~ AND IRRIGATION ONLY -------·-···' ···~-~·~·-·~-~-----~~--D INCLUDING PRECISE RCE E: XF. ·-·--··--·-·"-·-----DAT[ LOCATION OF REVIEWED BY, PLANTING AREAS. ---~----------- INSPECTOR DATE LH7TI CITY OF CARLSBAD SHEETS 38 -------PLANfJING DEF'ART~IENT L~NDSCAPE IMPROV~MENT PLANS FJR: -FOUR SEASONS RESORT AT AVIARA NQ,RTH VILLAGE ~'PROl'ED/(2 Sb..1'.. d.·6·77 JSIS TAN 1-~ ANH NG DIRECTOR CATE mm BY: I PROJECT NO. I DRAW!~-□ NO. JAT~ INITJAL DATE INI·IAL CHKO BY: CT9S-02 OTHER APPROVAL CITY APPROVAL RVWD 8Y: _____ 346-7M r--0 ,: a o- ' ~ " ~ cr, 0 I ci ·= zB -· ., u ·O -~ ii, o E ., 0 (l_ z ., ., Z.-::::: ~-,,--.,.--,-,-,-.,.,..---------------------------,.------------------------------------------------------------------------------------------------------'a~ Dote Pio:ted, 8/23/96 I I ,/ I I I ,,.----...._ CONCRETE STE PS ______L_hl ~ , _____ , / ,,,- WALL CAP ,. ,/ 1. _ _ _ _ _ --<--·-· 1 CIRCLE WALL CAP BEYOND l,:7 -~/ ----I FINISH GRADE #----.c _l,_ ---_J I /---~--'-.c,.-------· cffi~~TTl ___ -----:~x;~x~:,: :~::[~/:~;::" 1.,. ..-, ' ...., NOTES: , -:::I =11 -· --. -GROUT ALL CELLS --- ~.Jc c!c-111== ==-Tl •4 VERT. REBAR I! 24" O.C. __ --· -------·-·c(NT £ R IN W Al.L ALTERNATE BEND IN FOOTING __ CONCRE T [_ FOQTING. 2-'4 REBAR CONT.BOTTOM . l_ jjji/__.,-~~:.-COMPACTED SUBGRADE --,-------,-,-==-:: ,11 J UJ:=: I I u== 'Jr-~, _____ 2·_-D_" __ -·-_11....,,.:J:=:: I 1. SEE SHEET It-FOR MATERIAL SPECS. A L.OV,I CHEEK V'/ ALL SCALE: 1"·"1'·0" FINISH SURF ACE I \ NOTES: ~-. --•'--•------ w ' - 1. SEE SHEET IZ-FOR MATERIAL SPECS. ....... --- 8/19/96 FINIISH GRADE 3" DIA. X 18" SLEEVE TO SECURE FENCE FILL WITH POR ROK. C CHEEK WALL W/POOL FENCE SCALE: 1"•1'·0" 812"/96 :: ,-f N L, &, ' N ' ;. -' 3" ·1 .....---------,-·---~:~:------;) STUCCO PIL ASTER BEYOND CABLE) =•--~-·-(WHERE APPLI ____ HANDRAIL (LE (WHERE FT OR RIGHT SIDEJ (fS) CABLE) \I e7, APPL! ..,_ ___ __ WALL CAP ..... ----,.,..----~--___ .... --~-~-~~ ucco c-l \ 0 SCREED <CONT.> _/ CE BEYOND ((-:..-. ---··-1/: " THICK ST )) __ '2_ ____ 1/ ___ ,.,.,.... . ...-'1 I/ v Jr __ .------_ GAL V. STUCC 11 j v ,... ~i,.-,---------FINISH SURF A ·-#-L' l,-----------L/ FINISH GRADE 1'·1 V v - CONCRETE STEPS ~ l V LJ:pLIJfR-B"~B"K16" co NCRETE BLOCK ELLS NOTES: .. -• ',., ~ "'" .,. V 11::=~== ·• ..... ' ____ l,-, :::::::111 -~ _,----- I/ -----------· ~ ·--~ ·-:z V V 0 --- ' / ______ , __ V -,_ ::. .... --------- I/ ------- - "' I, 1--/ .. ' - GROUT ALL C •4 HORl{,.BL B,!IR II) 24" O.C. 14 VERT.RES AR !! 24" O.C. ALL CENTER IN w ALTERNATE B ENO IN FOOTING CONCl'~ETE IO Q.DNG._ 2-•4 REBAR CONT. BOT TOM L =:=irr---.,,,,,. rrir11 ---~Q~ .. fQ~e~fJ_ -1 "'----. ;,-, I -,1<----. ED SUBGRAOE ----- t SEE SHEET 1-Z. FOR MATERIAL SPECS, B CHEEK WALL W/HANDRAIL 8115/96 -.~--- -•-•-•~•~,n,.,~ .. ~•~• OP EN METAL HANDRAIL (2~ 4J ____ _.,./ ' '° ' • NOTES: « -----" I I fi l_l / I/ Jf V I I v-- / I I V ~'";;;; F-if V I I V V LLJ V V V It: I,...--,--_, '~[ _ .. 1. SEE SHEET 11. FOR MATERIAL SPECS. w -~·-···-·-·-·- 3" TO FIL D WALL W /HANDRAIL SCALE: 1"•1' O" DIA. X 18" SLEEVE SECURE HANDRNL L WITH POR ROK. B12W6 ~""SU,~ 4~ ~y.'\J' ff✓; i.'"! t;' ,j~ v' t'.i!,c / L/ ,+ \ Q . =·?} ~ 1/ ~~~-~ 4;, --\1' ~cl . .. ... ~---~-~•-~=-- "" ·~·-·--,~ ,--·~--~ ·-·-. --.. .. -·-~ ·-- ' ---~~ .. OAIE INITIAL --·-REVISION DESCRIPTION ENGINE:, R OF ~ORK 1 APPROVED FOR PLANTING AND IRRIGATION ONLY ·,1 INCLUDING PRECISE '<CE Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Driv€, Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550.1580 11 AS BUil T II .,.,_, EXP. DATE ,,, LOCATION OF R[ Vl[WED Bv · PLANTING AREAS. N3F'ECTOR OAT: I I 58 1 1 CITY OF CARLSBAD SHE[TS ' 38 Pl ANNING D:f'AR~-MEl's T ' LANDSCAPE [MPROVEMlcNT PLANS FOR: -------·· r· FOUR SEASONS RESORT -----~---·--·-, -·-~- AT AV IARA NORTH VILLAGE APPRDVEC '7/;::'M -T'·---·-::?·6·:fz ' ----·-· -·-t-~~"-·---ASSISTANT PLANNING DIR:CTOR 0A'E Dl•N BY: I PROJECT NO • I DRAWING NO. DATE lNITIAi. DATE INITIOL CHKD BY:. CT 95-02 OTHER AP PROV AL CIT' /\PPROVAL RVWD BY: 346-7M I D!--o-te---,,,Pl-ot-te_d_: ,,.8/~2~3""'19""5 _________________________________________________________________________________________________________________________ ...., ,--. C Qr,, on ... "' cr,C I or;:: :z .8 ., ~o .~ ll o E ~ " Cl.. z -<( " ~~; 0 ' "' 0 ' "' 0 ' N 5'-0" o.c. w CONCRETE POST FOOTING 1-------.,-------------------~~---SLOPE FOOTING, CAP TO DR.A.IN ½" DIA. X 6" LAG BOLT I (3 LOCATIONS) I I STUCCO WALL FINISH GRADE ®r---~-:-,~--~-'-0'-' M_E_T_A_L_F_E_N_C_E _____________ l3/2-l/96 Cri J'-0" .. ~ .. ~---~·------------+-------___ _,, POST CA!? ____ _ // /" _/./ /--~HE~A~VY DUTY SELF-CLOSING GATE HINGE _ ,-(.3 LOCATIONS EACH SIDE, INSIDE GATD _.../_,,/.. _...,,,. ~,=71rnnr=::;;:;;:-. // ATTACH ro WALL w1rH ¾" DIA. x 6" ~ -~ r-:;_ ~ ///,/// /,/ LAC BOLTS (4 LOCATIONS EACH SIDEJ --"· _,,,-::::;:; ;::,--c-' -, ' / l-------'-N.,__,11_~----_:--rT,_,., _,,.. l,---; V "" i:--..... ', JS -· ;,,J.,_":;~:-. t= ~~ -;:.: v r~"""'"'-fl-.,__ __ -rs;: "--..~-~-~ ... ~H==1i=:-=_· ______ -.. ,~= =_J;_ ;::j l=lH . -, -, ,,..._ ,....._ .~ v--- J '-t V ' • ' :-{> ~ I--" 13"<- . ' ).. ~ I '--' '---' 5 rt '><', f{>- P-1 I'-I'- -r-,. .. __ r,-__ --..... _ L::: !:::-- --:::~•:"'=~•. '>------c!11/~._,2·=· ~SQ~. ~TUBULAR STEEL TOP RAJL,, '---__ /~ ·--·-· -----"'., V ,/ ~ './ / ~ ,/' BOTTOM RAJL, POST g, MIO-RAILS \_-5 // V , ,-; DECORATIVE COLLAR V✓, ~ / ~> 1<:; . "'••--SELF-LATCHING GATE LATCH AND PLATE COVER - / v' ------~w=1r=H.,OECORATIVE SCROLL HAND PULL II y!f-l-v•-t( ,~-.. __ LOCK SET TO WORK WITH RESORT KEY SYSTEM - j./ I/ ~ --. _________ O~R~NAM~EN_T~AL_P_AN~E~L ------@ i""'l!-rr ,--e=--=-= ______ 1/.2'~.?9.,_!Yl!Y_L_~.JILE __ L_P_IC_K_E T_S __ -.(~ r---r--,--F ,....... ,--.............. t- FINISH GRADE CONCRETE POST FOOTING ....,.._.,_ ... , ...... ,,,,, _____________ ~~~=--=-='"-=-=--'"'~~ SLOPE TOP TO DRAIN 0 ' N © POOL GATE C t-------------SCALE: ¾"•1'·0" 611,196 /' /--I __ .,,,,...--_., ......-._,.,,.,._,,r _., ~ --r-· /' -----/ .,, ·--~ /_., / v' I _., 1,,,.,--I _., ~ V I ! ~ V / -- ' V r l/ V V V I I l,/ II I N t,,,, ___ I I I ----~---~--~ . ., .. ~~----·------ ""' ·---· ,.,.,m~-- : 12" DIA. l / // // V ... I,/ ~--// / _,M ----- ,M.~ -- I /I _.,/ ✓- r""' ~/ / ~ i,,-- OPEN METAf_ POOL FEN 8" DIA. STEEL DOOR PL ATE HANDLE USH W/GATE SURFACE SHALL BE FL FRAME, BOTH SIDES ORNAMENTAL SELF-LAT --------HANDLES TO MATCH CHING LEVER ACTION ARCHITECTURAL FRENCH ili KEY ON 30TH SIDES , DOOR FITTINGS. LATCH :~. WITH ROOM KEY. I I - I 1;> /"' 3/4" SQ. TUBULAR STEEL FINISH GRADE CONCRETE POST FOOTI NG @~~-:-,~-.~-·o·_·M_E_T_A_L_G_A_T_E _____________ ~~ TOP OF WALL FINISH GRNJE D 5'-0" 0 C MAX SPACING " . j ! ' I ~ e I ·- ------~--~,---~~----~---·-·--·~--~- NOTES- 1. SEE SHEET 12. FOR MATERIAL SPECS. OPEN MET AL HANDRAIL ON SCALE= 1"•1'·0" 11/." SO TUBULAR STEEL TOP R.AJ_L~~(~> -.. -,•· 4 I " " --"'// ~ l¼" SQ. TUBULAR STEEL RAJLING --------_,,...,.,.,-- ~ 1.--- ' I I 11/4" SQ. TUBULAR SlEEL POST I 1,d 3/i" SQ. TUBULAR STEEL PICKET .,. .. =-•··" ( 11/1" SQ. TUBULAR STEEL BOTTO I .-____ __,,...." ...... ~ ...--- ~ I I STUCCO WALL /},." " ( --..§./ I WALL 1A Landscape Architecture • Planning La Jolla Centre II , __ ~·-~· --+--·-·-+--.. ·· ' -,~·------·----- ' ---~~ --~- ---·---~~- --->--- OATE INITIAL 8.121/96 ''"'""~ ~,✓/ 4~ APPROVED FOR PLANTING ~ . ..-' AND IRRIGATION ONLY .:, (£ ~ / I ~ -, . D INCLUDING PRECISE Ii' \ ;:::J j" S'Z,, / : l LOCATION OF J',.-: • UQ • A'"" "1r (i-.~ PLANTING AREAS. or CA~\\ -··--~.-~--I SH4ET I --••-n"- ' 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619,650.1575 • Fax 550.1680 "AS BUil T II ----- RCF --·-···-·--·-· E~F•. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DEF'ARTMENT 38 ~---~-----~~- --·----1..A~IDSC6PI, IMPROVEMENT PLANS FOR: -·-·----· FOUR SEASONS RESORT -·-~·-·-AT A VI ARA ----·-·>-NORTH VILLAGE ---~---.... APPRJVED ~j(/f -2-b·7Z --·~---~!"----~----1--ASSIS'"ANT F ANN,l~G DIRECTCR DAH. OWN BY: PROJECT NO. -----·--·-OATE INITIAL DATE INITIAL CHKO BY: ENGINEER OF IIOR< REVISION DESCRIPT[ON OTHER APPROV Al CITY APPROVAL RVWD BY, I CT 95--02 I CRAWING NO. 346-7M "'· .;:: 0 0, 0 'O ~I"} a> 0 I 0 :-:: 2.E ~ '" "'0 .~ Q) o E L 0 a._ z 1~ ~--:,,_,.,~...,,...,.=-,,,,,,--------------"-------------------------------------------------------------------------------------------------------------------10~ Dote Plotted: 8/23/96 THICKEN SLAB ON GRADE CONCRETE STEPS A SCALE: 1"•1'-·0" 8/ 1'.)/96 TWO (2) PART POLYURETHANE 0/E JOINT FILLER COLOR TO MATCH ADJACENT PAVING EXPANSION JOINT PREMOLDED POLYFOAM / EXP~.NSION BOARD FILI_ER ',. /,/ 1/4" TOOLED RADIUS ',, /// I ALL EDGES TYP. f~\fe'or~i t ;~· ¾' ._/:: ~. 11~:~LQF;DL 1'--· '~Hlln t$'. 1 ;""""'' EDGE '"' EXPANSION JOINT TYP. CAL.LED FOR ON PLANS (TYP.> TOOLED SCORE JOINT WEAKENED PLANE JOINT NOTES: 1. SEE PLANS FDR JOINT LOCATIONS. 2. MAXIMUM SPACING OF JOINTS SHALL BE 8'-0" 0.C. 3. ALL CONCRETE PAVING PATTERNS, FINISH S. COLOR PER PLANS. 4. SEE SHEET 12. FOR MATERIAL SPECIFICATIONS. D CONCRETE PAVING -JOINTS 3/19/96 '° ' ;:,, B EQUAi. MAX. SPACING 5'-0" 0.C. ,/ / HANDRAIL AT STEPS SCALE: 1"•1'·0" EQUAL I I 2'-6" ! cl'. ------~r => C, w ,_ ··-----. 4_ "' ' N :..! :::, 0 w -................... , ......... ~ DECK DRAIN W/FIL TER FABRIC . (BELOW PLAY SURF ACE) -- SEE CIVIL ENGINEER'S PLANS ',~ PLAY EQUIPMENT "-, TOT LOT SEATWALL / 11/◄" TUBULAR STEEL HANDR.AJL ;-- ,//--EMBED-IIIN. 10" IN CONCRETCFOOTING-,\~) /'/ FINISH TO BE MANUF. STANDARD // PRE-TREATMENT WITH POWDER COAT ,,/ COLOR TO BE SElECTED BY LANDSCAPE ARCH. CONCRETE STEPS F DATE NOTES: -, 901-COMPACTED SUBGRIIDE ~-i--- NOTES: I, 3" , -. 1. REBAR SHALL BE CONTINUOUS W/12" OVERLAP. 00 C ,,., 6" . CCJNCRETE MOW CURB SCALE: 3"•1'·0" 2. PROVIDE½" EXPANSION JOINTS I'! 30' O.C. & 1/s" X 13/i" SCORE JOINTS !l 10' 0.C. !:::fn ~1.P1 • ,_ •4 VERT. REBAR I) 24 .. o.c. :=:=1 i i=::: f-11------✓7 ---CENTER IN WALL _,,__ __ ,;.;··;:;:.;··-· .c.;.._··-·--'-"'--'---"'-'----, .. -~---/-AL TERN~TE BEND IN FOOTING ~-----,--+· ______ _,,CONCRETE. FOOTING : _ 1----+--i L ·-·--·-----•----=2_-•...:.4...:.R=E=-BAR.:.:_:C:.::O:.:.NT:.:... o:::BO,:_:T..:_TO:,:::M::_ J_;:,, t----7T -= :Ill~~~ 90i'. COMPACTED SUBGRAOE 3 :::::111::::::11! 2'-0" 8/21/96 1. SEE SHEET 1-i. FOR MATERIAL SPECS. TOT LOT SEATWALL W/PLAY SURFACE SCALE: 1"•1'-0" ~1..'MID' t'lp~ / -.. 101 Vi~ ,, /- ~~/ :9,~ 1/ "" /,r....-v .... ~.!"/~) 1* '¼"{.__ .,,. -"."" '-./;. ~ f OF CAt \\ INITIAL APPROVED FOR PLANTING ) AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. I s,0-1 ----·----~------- RCE 8/22/96 Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Sui le 340 San Diego, CA 82121-3002 818.550.1575 • Fax 550.1580 "AS BUil T" EXP . DATE REVIEWED BY, INSPECTOR DA-E CITY OF ls3a 5 I CARLSBAD PLANf-lNG DEPARTMENT LANDSCAPE IMPROVEMENT PLANS ~OR: -· ---~--·-------·----•-•-•••u ---·-FOUR SEASONS RESORT --------~----~ ---·-~ AT AVIARA -·----~-·-·--~~--~ NORTH VILLAGE ~--~~~--------------·---APPROVED ;fi_fq_(I t2-6·f.z --ASS!STANT PLANNING DIRECTOR DATE ' DATE INITIAL DOTE INITIAL CHKD BY,-·-PRDJEC T NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: I RVWD BY, CT 95--02 346-7M h C: 0 c,, 0 " ~'. c,, 0 I o= zB " :; 0 -!'... ell " E ~ " 0.. z ~~~~3/23/96----------------------------------------------------------------------------=======================::::====::::================:::J~~ Dote Plotted' 8/23/96 6 ~ I DRAWING NO. 4' -0" EQ. EQ. EO. 4' -O" -l-------------,1<-•---••~----•,~~,•-••••••••••,•,u,.-,~------+---------------F---------------,F--------------j<• I \'---- w I-~ 1 -1--ill-l. --------- I I I I ' ' ~ I --~ I --\_ ______ ---I: ---: -- --I ----I --- ,( ' ) ( ) ' ' ----I I I I I -0---Er .- I ' I ' I ' r-·--:---"; ____ ,l_ __ ) --' ' I I ' FIN ISH SURFACE I "-I ' ' ' I I r- ®-:-C~E_Ap ___ ~_-,1-T_R_EL_LI_S _-_F_RO_N_T_E_LE_· V_ATION SIDE ELEVATION c-t\-~RONT __ gf'~~!IQ~-- '------. ... ___ / ► __ 4_x_1_0_B_E.AM_. ------<.l~ RETAINING WALL ,,, SEE CIVIL ENG,. PLANS NOTES: 1. SEE PLAN FOR TRELLIS LOCATION. 2. SEE SHEET t'.2. FOR STRUCTURAL NOTES, DETAILS &. MATERIALS. C ~---------SCALE; 1/., '·1'-D" © SHADE TRELLIS -PLAN VIEW ' ! I ' I I ' ' ' I ~ DECOR,~TIVE LIGHT FIXT ______,,.,.,.--f SEE LIGHTING PLAN URE FINISH SURF AC B r·---------~.__...,___ ----------------------------, \_ ..,..,-/---- --------' ,, " .,.. , ' -------------, -. ----... • -• I ) "'!~----· ,,1 "" ------' <--, 1/; " 20. . 2 ,, r I 0 ' I oo, I I I I I I (~-' ) I ' I E I ' ,,, I ; ,, ' SHADE TRELLIS -SIDE ELEVATION ~ \Jl(JSCAPr ~~,/~~,! :-..1'4f /. ..,., ~ ;e "" e'. ~ ' ·:Z V \-f ' -::::i ;7";,"',~, ~ *·1 r ~ 0016 ~: , r or c~1. \\~,, ~--·---------~~ ~-~ . .,~~~---~-~- ---•-,•~-~·-~--·~ •~•,m--.-~--•-~---~ ------~~-----·~ -------,-- ~--·~ --r----------·-· ~--~---- --- DATE lN!TlAL --------~ REVISION DESCRIPTION fN,INEER 0° WORK • ' = s ½" ( Ji \ _) ' r---) I I l 1'·10" MIN. L ~ ~ /4PPROVED FOR PLANTING ~, AND IRRIGATION ONLY ) INCLUDING PRECISE LOCATION OF PLANTING AREAS. I "H,,T I Landscape Architecture • Pianntng La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.650.1575 • Fax 650.1680 "AS BUILT" ~~---·-·-----·--------~------- RCE EXP._., _______________ ,, DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I SH~as I PLANNING DEPARTM[NT LANDSCAPE IMPROVEMENT PLANS FOR: FOUR SEASONS RESORT AT AV IARA NORTH VILLAGE APPROVED 7/41?/ ,2.6_. r7 ' ASSlSTANT PLANN[NG DIRECTOR CATE OWN BY: I PROJECT NO. I DRAW ING NO. DATE INITJAL DATE INITIAL CHKO BY: CT 95-02 OTHER APPROV A(. CITY P.PPROVAL RVWD SY: 346-7M r---C: 0 "' OU ' . .,. "' en o I o·-z .8 ., t;o -~V o E -" Q. z -<( " ~~::-;-:-:7.~-:-;--;-;-;;-;,------------------------------------------------------------------------------------------------------------------------------------_J6E Do:e Plotted: 8/23/96 , GENERAL.: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION AND THE LANDSCAPE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL. PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1994 UNIFORM BUILDING CODE. J. 4. 5. 6. THE CONTRACT STRUCTURAL DRAWINGS ANO SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, ANO OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE. BUT NOT BE LIM I TED TO, ·BRACING, SHOR I NG FOR CONSTRUCT I ON EQUIPMENT, SHORING FOR THE BUILDING, FORMS, TRENCHES AND SCAFFOLDING. OPENINGS, POCKETS, ETC .. SHALL NOT BE PL.ACED IN SLABS, BEAMS, COLUMNS, WALLS, ETC., UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. OPENINGS OR HOLES SHALL NOT BE CUT IN CONCRETE OR CMU WALLS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. METHOD OF CUTTING SHALL CONFORM WITH STRUCTURAL DETAILS. OVERCUTTING AT ENDS OF OPENINGS SHALL NOT BE PERMITTED. IF ADDITIONAL OPENINGS TO THOSE SHOWN ON THE STRUCTURAL DRAWINGS ARE REQUIRED, NOTIFY THE ARCHITECT ANO STRUCTURAL ENGINEER PRIOR TO ANY CUTTING. ALL ASTM SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE OF THE LATEST REVISION. CONTINUOUS INSPECTION IS NOT REQUIRED FOR ANY WORK. 7. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHO\/,N OR CALLEO FOR AND SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT. 8. IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS AND/OR DETAILS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH SUBSEQUENT WORK. ANY DISCREPANCIES BETWEEN CONDITIONS INDICATED AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE LANDSCAPE ARCH"S AND THE STRUCTURAL ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO PROCEEDING. ANY 'M'JR~ INSTALLED PRIOR TO AND/OR IN CONFLICT WITH SUCH CLARIFICATION SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE ANO AT NO ADDITIONAL COST TO THE OWNER. FOUNDA Tl ONS: I_ FOUNDATION DESIGN IS BASED ON THE SOIL INVESTIGATION REPORT BY LAW/CRANDALL, INC., JOB l70JJ1-0-0D6-4-03, DATED NOVEMBER 8, 1995 AND THE JUNE 24, 1996 AMENDMENT LETTER. 2. ALL SITE WORK, EXCAVATION, RECOMPACTION AND GRADING SHALL BE PERFORMED IN COMPLIANCE WITH THE SOILS REPORT. 3. EXCAVATION SHALL BE OBSERVED BY THE SOILS ENGINEER SO THAT ANY NECESSARY MODIFICATIONS TO THE CUT SLOPES CAN BE MADE BASED ON THE SOIL CONDITIONS ENCOUNTERED. THE EXCAVATION OF THE UPPER SOILS, THE MOISTURE CONDITIONING Of THE SOILS, AND THE COMPACTION Of ALL REQUIRED FILL SHALL BE OBSERVED AND TESTED BY THE SOILS ENGINEER. ALL RETAINING WALLS HAVE 8£EN DESIGNED FOR A FREE-ORAINING CONDITION. DESIGN FOR THE DRAINAGE SYSTEM SHALL BE BY OTHERS AND SHALL MEET THE REQUIREMENTS OF THE SOILS REPORT. CONCRETE: 1. CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND COPIES OF DESIGN SHALL BE SENT TO THE LANDSCAPE ARCHITECT. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND LANDSCAPE ARCHITECT. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR I I. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-~3. 3. ALL REINFORCING BARS AND CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 4_ THE MAXIMUM SLl.JM> SHALL NOT EXCEED 4" FOR FOOTING$ AND SLABS ON EARTH. S. MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 2B DAYS SHALL BE 20DO PSI WITH A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD. MASONRY: 1. BLOCK MASONRY UNITS SHALL BE MEDIUM WEIGHT, SINGLE OR DOUBLE OPEN END BONO BEAM UN I TS, GRADE "N"", CONFORM I NG TO ASTM C-90 AND UBC STANDARD 21-4, LATEST REVISION. MINIMUM ULTIMATE STRENGTH OF THE BLOCK MASONRY UNIT SHALL BE 1900 PSI. USE RUNNING BONO ONLY FOR STRUCTURAL MASONRY. 2. GROUT FOR THE BLOCK UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 26 DAYS. GROUT SOLID ALL CELLS. 3. 4. MORTAR SHALL BE TYPE "S" AS DEFINED IN UBC TABLE 21-A. THE MINIMIJ~ COMPRESSIVE STRENGTH OF THE MORTAR SHALL BE AS REQUIRED TO ACHIEVE THE SPECIFIED CWPRESSIVE STRENGTH OF MASONRY, t'm, WHEN COMBINED WITH THE MASONRY UNITS TO BE USED IN THE STRUCTURE. THE SPECIFIED COMPRESSIVE STRENGTH OF THE MASONRY, I'm, SHALL BE 1500 PSI AS VERIFIED BY PRISM TEST RECOROS PER 1994 UBC SECTION 2105.J.J. 5. SEE "REINFORCING STEEL" SECTION OF GENERAL NOTES FOR ASTM SPECIFICATIONS OF REINFORCING STEEL. 6. GROUTING PROCEDURE FOR LIFTS EXCEEDING FIVE FEET: PROVIDE CLEAN-OUT OPENINGS AT THE BOTTOIJ OF THE LIFT IN EVERY CELL TO BE FILLED, LI FT NOT TO EXCEED 8 '-0". 7. CONTINUOUS INSPECTION OF '/,ORK INVOLVING MASONRY IS NOT REQUIRED. 8. VERTICAL EXPANSION JOINTS $HALL BE PROVIDED AT 40'-0" ON CENTER MAXIMUM. 9. DOWEL ALL MASONRY WALLS TO FOOTINGS WITH ONE DOWEL AT EACH VERTICAL WALL REBAR. SIZE OF DOWEL TO MATCH VERTICAL WALL REBAR. 10. AT ALL CORNERS AND INTERSECTIONS OF ALL MASONRY WALLS PROVIDE HORIZONTAL BENT REBARS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING IN WALL. LAP 72 BAR DIAMETERS, BUT NOT LESS THAN 2'-D". REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL CONFORM TO THE REOIJIREMENTS OF ASTM A-615, GRADE 80. 2. WIRE MESH SHALL CONFORM TO ASTM A-165, AND SHALL BE LAPPED 1-1/2 SPACES. 3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 4. CONTRACTOR SHALL NOT PLACE ANY REINFORCING UNTIL REVIEWED SHOP DRAWINGS ARE RECEIVED ON THE JOB. 5. ALL DETAILING OF REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF THE 1989 ACI CODE. STRUCTURAL NOTES L• t.11.:SA HLUl:Pl'IIN'f 3 4x6 4x6 ABOVE NOTE; STOP TUBE SHORT OF ENDS AND FILL TUBE VOID W/ WOOD SEE LANDSCAPE DRAWINGS FOR END DETAIL 1. SEE LANDSCAPE DRAWINGS FOR ALL DIMENSIONS. 2. ALL LUMBER SHALL BE COAST REGION DOUGLAS FIR- LARCH, NO. 1 GRADE OR BETTER AS ESTABLISHED BY THE W.C.L. I .B. ANO USC TABLE 23-1-A-1. I SHADE TRELL Is PLAN 1/4"-1 ·-o" 1 s R'. 3/o">< 4" W/ _ _,,... 2-¾"<j, MB TYPICAL SHADE TRELLIS SECTION 2x ON 4 SIDES W/16d C 12"oc STAGGERED SHADE TRELLIS SECTION . n . n R'.¾"x6½" 6 ~--4x6 TO CONTINUE THRU (DO NOT NOTCH) . DATE ½'" t ><1 ½" LONG STUD BOLTS EACH SIDE WELDED TO TUBE 0 lB"oc PLACE NUTS IN ½" MAX DEEP COUNTERSINK I 7 a INITIAL TYP >c0-+->-~ 1/,. 1½" 1½" ( Y. FINISH SURFACE\ ,f . 00 _______ \ -----~--- 1 ½" NON-SHRINK GROUT • c:: n. ' _J >-nu 1- • I SHADE TRELL Is SECT I ON 4x6 TO CONT THRU (DO NOT NOTCH) R'. ¾ x3 x 4" TYP TYP r --1 1+ + A!. ¾"' x3" W/ 2-½" 4' x4" LAG BOLTS IN PRE- DRILLED HOLES LOCATE le. AT EA 4x10 BELOW DBL 4x10 BELOW PLASTER OVER WOOD STUDS FOR --col SIZES & FINISH SEE LANDSCAPE DRWGS CONCRETE BASE #3 CIRCULAR HOOPS ('l\ W/ 135 • HOOKS V ON TAILS PROVIDE 4" CONG COVER AROUND BASE A!. & ANCH BOLTS • R?.1/," ><12"x12" W/ 4-¾"t A307 ANCHOR BOLTS 4'-0" SQ FOOTING W/ 4-#4 EW BOTTOM I 9 APPROVED FOR PLANTING "AS BUil T" Culp a: Tann•r St~uaturql Enoln••r ■ AND IRRIGATION ONLY, 2JOe4 81 rtc:her Dr In INCLUDING PRECISE ~~k4 For••t~ C~llf~r~lo 92130 RCE EXP. r71-4~ e,1~,,11 , f oa, 7 U rt5 I ~Ol LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR I j;JT I CITY OF CARLSBAD Pl.ANNING DEPARTMENT ~,·1wcTUltAL DETAILS & NOTES FOR: FOUR_ SEASONS RESORT AT AVIARA ~ORTH VILLAGE - DATE DATE ~ 8 APPROVEDmiV d~ ASSISTANT PLANNING DIRECTOR DA DATE IMllAI.. D'w!-1 BY: PROJECT NO. DRAWING NO. I -1 DATE ll<ITIAL OIQIIEER OF WORK REVISION DESCRIPTION CHKD BY: CT 95--02 OTHER APPROVAL QTY APPIIOVAL R\l'ftP BY: .346-7M , F • . :. Item Description No. 0 Stucco Finish 0 Concrete Steps @ Tubular Steel Paint © Enhanced Paving 0 Low Bowls @ Pool Deck Paving Deductive Alternate 0 Concrete Paving Deductive Alternate © Handrail At Pool © Tot Lot Seat Wall @ Concrete Shinner G Play Surface @ Play Surface @ Play Equipment @ Shade Trellis Paint Pool Coping Waterline Tile FINISH SCHEDULE Model No/Finish Finish and Texture to match architecture. Color. Sinclair CM-8583 Color to be Lithochrome Color Hardener #C-25 Sombrero Buff with Light Broom Finish Sinclair CM-8592 12" x 12" Diagonal Pattern with 3/16' score joints. color to be Lithochrome Color Hardener #L-89-Z Monarch Tan with light broom finish, and 6" wide band with Lithochrome Color Hardener #3987 Porcelain Gray with light broom finish perpendicular to band. No. FGGB-34 With drill holes for mounting to wall 2' x 2' Diagonal pattern with 3/16" score joints, color to be #L-89-Z Monarch Tan with light broom finish and 12" wide band with 3/16" score joints at 2'-0" O.C. with Lithochrome Color Hardener #3987 Porcelain Gray with light broom finish perpendicular to band. 2' x 2' Diagonal pattern with 3/16" saw cut, color to be # L-89-2 Monarch Tan with light broom finish and 12' wide band with 3/16" score joints at 2·-0· O.C. with Lithochrome Color Hardener #3987 Porcelain Gray with light broom finish perpendicular to band. Lithochrome Color Hardener, #C-25 Sombrero Buff with light broom finish. Natural Colored concrete with light broom finish. Handrail: #4429 Handrail Fitting: #V-Volute Base: #368 LA TCO 2" x 2" Ceramic tile # NUF-60 with matching colored grout. 12" Wide concrete shiner with 3/16" score joints at 2'-0" O.C. and light broom finish perpendicular to band. Color to be Lithochrome Color Hardener #3987 Porcelain Gray. Surface America, Playbound. Color: Blue Surface America, Playbound. Color: Green Landscape structures; Clubhouse #1191854. Color components: • House Panel: Red • Shutters: Yellow • Arch Roo1: Blue • Custom Logo Yellow (Photo stat provided by Landscape Architect) • Gear Panel Yellow • Gear Panel Trim: Red • Pilot Panel: Red • Pilot Panel Wheel: Yellow • Post: Blue Exterior enamel with low sheen finish. Color: Sinclair #CM-8592 t-'recast concrete coping wtth Cromix Admixtures #3987 Porcelain Gray and sandblast finish. 4" x 4" Glazed ceramic waterline tile, Color: Teal #318 Waterline Accent Tile LATCO 1/2' x 2' Ceramic "fiddlesticks' tile. Color to be selected by Landscape Architect. @ Stepping Stones @ Bar-B-Oue @ Concrete Mow Curb Concrete Band at Motor Court Stepstone Inc. 12" x 12" Square. Color to be Santa Fe Buff #1206 with sandblast finish. PSG K-40 with in ground mount #48 PP and black powder coated post with plastic rain cover. Natural colored concrete with light broom finish perpendicular to curb. Natural colored concrete with light broom finish perpendicular to band. Available Through Sinclair Paint (619) 275-8188 L. M. Scofield Company 1-800-800-9900 Sinclair Paint (619) 257-8188 L. M. Scofield Company 1-800-800-9900 Architectural Pottery (714) 895-3359 L. M. Scofield Company 1-800-800-9900 L. M. Scofield Campany 1-800-800-9900 Julius Blum & Company 1 ·800-526-6293 Southwestern Ceramic Tile and Marble (619) 298-351 1 L. M. Scofield Company 1-800-800-9900 Coast Recreation, Inc. (714) 553-8065 Coast Recreation, Inc. (714) 553-8065 Coast Recreation, Inc. (714) 553-8065 Sinclair Paint (619) 275·8188 L. M. Scofield Company 1-800-800-9900 (213) 664-1171 P.T.C. (714) 385-1155 RCP Block and Brick Inc. (619) 460-7250 Pacific Gas Specialties Corp. (714) 757-7723. @ Pool Tread Tile @ Pool Depth Marker @ Bench @ Trash Receptacle @ Concrete Paving ® Concrete Paving at Motorcourt @ Past Cap @ Ornamental Panel ® Decorative Collar @ Slip Strip 1" x 1• Non-slip glazed ceramic tile strip. Color: Teal #1-318 6" x 6" Pool depth marker Provence 5" bench #2308 with Brass Anchor #5030. Install bench with concrete footing per manufacturers recommendations. Villa litter container #5016 with Brass Anchor #5030. Install trash receptacle with concrete footing per manufactures recommendations. Natural colored concrete with light broom finish. Colored concrete with "Bomacron• Sandstone stamped pattern. Color to be: 1. L.M. Scoffield Beige Cream Color Hardener Base with #C-32 Quarry Red and #A-33 Classic Gray release. 2. Oyster White Color Hardener Base with #C-32 Quarry Red and Saddle Brown release. 3. Joints with Natural Gray colored concrete grout. Cap Type A, No. 5615 Florentine, No. 563 Collar No. 366 Lithochrome Color Hardener #C-24 Charcoal P.T.C. (714) 385-1155 Dal-Tile Corporation (714) 634-2546 Gardenside Ltd. (415) 455-4500 Gardenside Ltd. (415) 455-4500 L. M. Scofield 1-800-800-9900 Julius Blum & Co. 1-800-626-6293 Julius Blum & Co. 1-800-626-6293 Julius Blum & co. 1 ·800-626-6293 L. M. Scofield Company 1 ·800-800-9900 "AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF'PLANTING AREAS. RCE ___ EXP. DATE REVIEWED BY: INSPECTOR DATE I t-------t--+------------+--+-----+---+-------1 ~ CITY OF CARLSBAD Lt13E8TT .. J LJ2j PLANNING DEPARTMENT :===::....:========~======:..::....__:_:=: " L.1nLis,.1pc Architecture • Pl.·uuting l L.1 Joll.1 Centre II II. 9255 Tnwnr Centre Drive. Sui lo 340 ,._ S,111 D,q;n, CA '12121-3002 .. l,l'l 5S0·l.'i75 • l'.n ,50-1580 CONSTRUCTION SPECIFICATIONS FOR: FOUR SEASONS RESORT AT AVIARA I NORTH VILLAGE t-----+---+---------------1---+---+-----+------1 :-:::'=::===:=::=:====;~;;z-;:::=;z;========~ :-::AP=P=Roc-:-ve:=o=.£;;,i /~."""1/'""';f:-:-::-'ft_j/'='==-=-----"----=..J. b . '7 7 ASSISTANT PIJ\NNING DIRECTOR ~ OAlE IM11AL ENCINfI:R OF WORK REVlSION DESCRIPTlON OATE IHl11AI. OAlE IHlllAI. CITY -OVAL OWN BY: -_:::: I PROJECT NO. I DRAYtlNG NO. CHKD BY: CT 95--02 .· 346-7M · RV'Ml BY: . . • ' • lA M[S;., DtUEPRINT SECTION 02463 SITE FURNISHINGS PAB..IL~j __ ~G~E~N-E~B~A~L 1 . 1 1. 2 .GJ;NERAL CONDITIONS THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. SUMMAa:t.. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANO EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1 . 3 O.fill CRJE.II.O..ti . 1 PROVIDE SITE FURNISHINGS AS NOTED ON PLANS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE PLANS. 1.4 ill!AJ.ITY ASSURANCE 1.5 . 1 NOTIFY OWNER OF ARRIVAL OF ALL SITE FURNISHINGS ON SITE. INSPECT AND REJECT THOSE UNITS JUDGED UNACCEPTABLE_ _ 2 FURNISH EACH ITEM AS A COMPLETE UNIT. PRODUCED BY ONE MANUFACTURER FOR THE ENTIRE JOB. , 3 STRICTLY COMPLY WITH MANUFACTURER'S DIRECTIONS. SUBMITTALS • 1 SUBMIT MANUFACTURER'S LITERATURE AND DATA DESCRIBING THE PRODUCT TO BE FURNISHED INCLUDING: MATERIALS, SHOP DRAWINGS. AND DETAILED PRINTED INSTRUCTIONS DESCRIBING HANDLING. STORAGE, AND CLEAN UP PROCEDURES. 1.6 JOB CONDITIONS . 1 DO NOT BEGIN INSTALLATION UNTIL WORK WHICH COULD DAMAGE THE UNIT OR INTERRUPT INSTALLATION IS COMPLETE. 1. 7 QJaLIYEBY, STORAGE & HANDLINla PART 2 2. 1 PART 3 J. 1 . 1 .2 . 1 DELIVER ALL SITE FURNISHINGS TO JOBSITE IN NEW UNOPENED SHIPPING CONTAINERS WITH FACTORY LABELS ATTACHED. PRODUCTS PRODUCTS SHALL BE AS NOTED ON PLANS. EXECUTION INSTALLATION ASSEMBLE AND INSTALL ALL SITE FURNISHINGS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ANO AS SHOWN ON THE PLANS. GENERAL A. B. SHOULD FURTHER CONSTRUCTION llE REQUIRED IN AREAS WHERE SITE FURNISHINGS HAVE BEEN INSTALLED, TAKE NECESSARY PRECAUTIONS TO PROTECT FROM DAMAGE. CLEAN UP SITE FURNISHINGS FOLLOWING MANUFACTURER'S INSTRUCTIONS ONCE CONSTRUCTION HAS CONCLUDED. SE CT IO N......Jl.2§.QQ SITE CONCRETE WORK PART 1 • GENERAL 1. 1 SUMMARY: THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION, AND THE CONTRACT FOR THIS WORK, AND APPL V TO THIS SECTION AS IF REPEATED HEREIN. 1.2 SCOPE: FURNISH ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL COMPLETE IN PLACE, ALL CONCRETE. FORM WORK AND REINFORCING AS INDICATED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. 1. 3 SUllMITTALS: SAMPLE FINISH: CONSTRUCT CONCRETE SLABS, EACH 2 FEET BY 2 FEET SHOWING THE VARIOUS FINISHES OF CONCRETE. FINISHES MUST BE ACCEPTABLE TO THE OWNER PRIOR TO THE PLACEMENT OF SLABS ON GRADE AND PAVING OF STAIRS. SAMPLES SHALL BE USED TO ESTAIJLISH QUALITY CONTROL THROUGHOUT THE PROJEC~ 1.4 GUARANTEES AND REPLACEMENT: DEFECTIVE CONCRETE WORK: CONCRETE FINISH WHICH IS DAMAGED, WHICH IS NOT PERFECTLY TRUE TO LINE AND PLACE, WHICH DOES NOT PITCH TO DRAIN, WHICH IS NOT THOROUGHLY TROWELED AND PROPERLY SURFACED AS SPECIFIED WHICH DOES NOT CONTACT AT ALL POINTS AGAINST A STRAIGHT EDGE, WHicH SCUFFS OR HAS ANY ROUGH TOP SURFACE, WHICH IS CRACKED, WHICH DOES NOT CONNECT PROPERLY TO ADJOINING WORK. WILL NOT BE ACCEPTED AND SHALL BE REMOVED BY THE CONTRACTOR AND REPLACED BY HIM WITH CEMENT FINISH COMPLYING WITH THE REQUIREMENTS OF THE SPECIFICATIONS. IF WITHIN ONE VEAR FROM COMPLETION OF THIS CONTRACT, SPALLING OR POPPING OF CONCRETE SURFACE OCCURS DUE TO CHEMICAL REACTION OF AGGREGATE OR OTHER CAUSES. THE CONTRACTOR SHALL REMOVE THE DEFECTIVE SLAB AND REPLACE IT WITH ACCEPTABLE CONCRETE AT NO COST TO THE OWNER. 1. 5 REQUIREMENTS OF REGULATORY AGENCIES: ALL WORK SHALL CONFORM TO THE GOVERNING BUILDING CODE. COMPLY WITH THE FOLLOWING REFERENCE STANDARDS, UNLESS MODIFIED BY BUILDING CODE, OR HEREIN: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-77. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", AC! 347-66. "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING", AC! 306-66. "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING", ACI 305-72. "RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS OF CONCRETE", ACI 613-54. "RECOMMENDED PRACTICE FOR MEASURING, MIXING. TRANSPORTING AND PLACING CONCRETE", AC! 304-73. REFERENCED ASTM STANDARDS OF CURRENT ISSUE. CITY OR COUNTY CODES FOR WORK UPON PUBLIC PROPERTY. 1. 6 1. 7 . 1 TESTS AND INSPECTIONS: TESTS OF CONCRETE SHALL BE MADE IJY A TESTING LABORATORY APPROVED BY THE OWNER. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY THE OWNER EXCEPT THAT ANY RE-TESTING OF NON-CONFORMING MATERIAL SHALL BE PAID FOR BY THE CONTRACTOR. . 2 INSPECTION: INSPECTIONS HEREIN SPECIFIED SHALL BE MADE BY THE OWNER. THE CONTRACTOR SHALL REQUEST INSPECTION FORTY-EIGHT HOURS IN ADVANCE OF THE TIME INSPECTION IS REQUIRED. INSPECTION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON COMPLETION OF PREPARATION Of SUBGRADE. UPON COMPLETION OF FORMING. UPON COMPLETION OF REINFORCING. UPON COMPLETION OF CONCRETE FINISHING. WHEN ALL CONSTRUCTION WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL CALL FOR A COMPLETE INSPECTION BEFORE PROCEEDING WITH THE SOIL PREPARATION AND PLANTING PHASES OF THE PROJECT. LAYOUT OF WORK AND CERTIFICATION OF FINISH GRADES: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, APPROVED BY THE INSPECTOR, TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH DRAWINGS AND/OR TO MATCH EXISTING SURFACES WHERE APPLICABLE. REFER TO CIVIL ENGINEERS PLANS FOR LAV OUT AND FINISH GRADES. 1 . 8 . 1 ,2 . 3 GENERAL REQUIREMENTS: ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL IMMEDIATELY INFORM THE INSPECTOR AND OWNER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTii'cT ALL ADJACENT SURFACES FROM SPLATTERING ANO DEFACING OF ANY KIND. REINFORCEMENT SHALL BE STORED OFF THE GROUND AND SHALL BE PROTECTED TO PREVENT RUST AND TO KEEP CLEAN AND FREE OF GREASE, OIL, DIRT AND OTHER OBJECTIONABLE MATERIALS. STORAGE SHALL BE IN SEPARATE PILES OR RACKS TO AVOID CONFUSION OR LOSS OF IDENTIFICATION AFTER BUNDLES ARE BROKEN. PABLLc..ffiODUCTS 2. 1 . 1 ,2 .3 .4 .5 MATERIALS: CONCRETE AGGREGATES: ASTM C 3J. USE AGGREGATES FROM SAME SOURCE AND PIT FOR ENTIRE PROJECT. MIXING WATER: FRESH, CLEAN AND POTABLE, FREE FROM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI OR ORGANIC MATTER. COLOR ADMIXTURES: USE WHEN PERMITTED av ARCHITECT ANO SHOWN ON DRAWINGS. WHERE MORE THAN ONE IS USED, ADMIXTURES SHALL BE COMPATIBLE. COLOR CONDITIONED FLATWORK SHALL BE CURED WITH A COLOR WAX OR CONCRETE SEALER. COLOR ADMIX FOR USE IN INTEGRALLY COLORED CONCRETE AND CONCRETE COLOR SEALER SHALL BE AS MANUFACTURED BY L.M. SCOFIELD CO. MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR EASY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. EXPANSION JOINT FILLER: SHALL BE PRE-MOLDED, NON-ASPHALT FIBERBOARD, HEIGHT AS NOTED ON DETAILS. . 6 JOINT SEALER: ASTM O 1190, HOT-POURED TYPE, . 7 STANDARD REQUIREMENTS: CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6-112 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. . 8 WATERPROOFING MATERIAL: SHALL BE THORO-SEAL, SINAK OR APPROVED EQUAL. .9 . 1 0 _ 11 .1 2 . 1 3 . 1 4 . 1 5 . 1 6 .1 7 REINFORCING BARS: ASTM A 615, GRADE IN CONCRETE BLOCK MASONRY AND BRICK GRADE 40 FOR CONCRETE REINFORCEMENT. IDENTIFICATION ANO HEAT NUMBER. 40 FOR REINFORCEMENT MASONRY. ASTM A 615, BUNDLE AND TAG WITH WELDED WIRE FABRIC: ASTM A 185, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER ANO PLACE FABRIC IN FLAT SHEETS. SUPPORTS AND SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUIJES WITH TIE WIRES. CONCRETE MIX DESIGN FOR BOMANITE STAMPED CONCRETE PAVING: PORTLAND CEMENT, AGGREGATES, MIXING WATER, AIR ENTRAINING AGENT PER ABOVE. THE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF J,250 PSI. COLOR HARDENER: READY TO USE DAY SHAKE MATERIAL OF SILICON PIGMENTS FOR USE AT PEDESTRIAN AREAS. HEAVY DUTY HARDENER MANUFACTURED OF EMERY AGGREGATE TO BE USED ON ROADS. LITHOCHROME COLOR HARDENER AS MANUFACTURED BY L.M. SCOFIELD. SEE PLAN FOR COLOR. RELEASE AGENT: SPECIALLY FORMULATED COLOR MIX TO BE USED WITH BOMANITE TEXTURING TOOLS TO PREVENT THEM ADHERING. CLEAR SEALER HARDENER: NOXCRETE 309E, A CLEAR, SLIP RESISTANT SEALER FOR ALL CONCRETE AND STAMPED CONCRETE WORK AS MANUFACTURED BY NOXCRETE. STAMPED CONCRETE: IMPRINTING TOOLS FOR STAMPED CONCRETE PAVING SHALL BE BOMANITE. SEE DRAWINGS FOR PATTERN AND COLORS TO BE USED. CURING MEMBRANE: NON-STAINING PAPER CONFORMING TO ASTM C 171, OR 6 MIL THICK POLYETHYLENE FILM. . 1 8 CURING COMPOUND: ASTM C 309, LIQUID MEMBRANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL BE COMPATIBLE WITH FINISH TO BE APPLIED THERETO. CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED BY THE ARCHITECT. PART 3 • EXECUTION 3. 1 GENERAL WORK PROCEDURES: WORK PROCEDURES SHALL FOLLOW CUSTOMARY PRACTICES, AND SHALL BE AS SHOWN AND INTENDED BY DRAWINGS, DETAILS, AND SPECIFICATIONS AND SHALL COMMENCE WITH THE STAKING AND ALIGNMENT OF ALL LOCATIONS OF WORK. CONTRACTOR MUST OBTAIN THE INSPECTOR'S APPROVAL BEFORE COMMENCEMENT OF EXCAVATIONS. . 1 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED ANO DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. _ 2 MIX COLORING ADMIXTURE MATERIAL INTO THE CONCRETE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO ACHIEVE THE COLOR SELECTED. .3 TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE INSPECTOR. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY THE OWNER EXCEPT THAT ANY RE-TESTING CAUSED IJY THE CONTRACTOR'S NEGLIGENCE SHALL BE PAID FOR BY THE CONTRACTOR. • 4 CEMENT SHALL BE TESTED IN ACCORDANCE WITH THE LATEST . 5 .6 REQUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS. STORAGE: CEMENT SHALL BE STORED IN SUCH A MANNER AS TO PREVENT DETERIORATION, OR THE INTRUSION OF FOREIGN MATTER. ARCHITECTURAL CONCRETE, AS DETERMINED HEREIN, SHALL MEAN ALL CONCRETE WHICH IS EXPOSED TO VIEW IN THE FINISHED WORK IN CONSTRUCTION OF THE CONCRETE WALLS AND SITTING PLATFORMS. ALL CORNERS IN ARCHITECTURAL CONCRETE SHALL BE PER DRAWINGS. EXTREME CARE SHALL BE TAKEN IN FORMING, POURING, AND VIBRATING OF ARCHITECTURAL CONCRETE TO PROVIDE SMOOTH AND UNIFORM PLANE SURFACES AND PLUMB ANO TRUE CORNERS. ANY CONCRETE WHICH DOES NOT CONFORM WITH THESE REQUIREMENTS SHALL BE REMOVED ANO REPLACED, AS DIRECTED BY THE INSPECTOR. . 7 ALL DETAILING AND FABRICATION OF REINFORCING, UNLESS OTHERWISE NOTED ON THE PLANS OR IN THESE SPECIFICATIONS, SHALL FOLLOW THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REltlFORCED CONCRETE STRUCTURES", ACI 315. . 8 CONCRETE SHALL NOT BE PLACED OVER REINFORCEMENT, PIPES, CONDUIT, FORMS, ETC., UNTIL SUCH WORK HAS BEEN INSPECTED AND APPROVAL GIVEN BY THE OWNER TO PROCEED WITH THE WORK. • 9 BEFORE CONCRETE IS PLACED, FORMS SHALL BE CLEANED OUT ANO WET DOWN. GROUND SURFACES SHALL IJE DAMP AT THE TIME CONCRETE IS PLACED THEREON. ITEMS TO BE EMBEDDED IN THE CONCRETE SHALL BE IN PLACE, AS REQUIRED. .1 0 CONCRETE SHALL BE PLACED BEFORE INITIAL SET HAS OCCURRED. THE CONCRETE SHALL BE WORKED THOROUGHLY INTO ALL CORNERS ANO ANGLES OF FORMS. CARE SHALL BE TAKEN THAT NO SEGREGATION OF AGGREGATE OCCURS. IMMEDIATELY AFTER PLACEMENT, THE CONCRETE SHALL BE PROPERLY FORKED BACK ALONG THE FACES OF ALL FORMS, USING STANDARD CONCRETE FORKS, SPADES OR OTHER APPROVED EQUIPMENT. IN SCAEEDING FLAT WORK. CONTRACTOR SHALL DOUBLE STRIKE-OFF CONCRETE AS DIRECTED BEFORE PROCEEDING WITH TROWELING. .11 ALL JOINTS SHALL llE TRULY AND ACCURATELY ALIGNED, OF SHARP EVEN WIDTH AS SHOWN ON DRAWINGS. A) INSTALL EXPANSION JOINTS ANO WEAKENED PLANE TOOL JOINTS WHERE INDICATED ANO AS DETAILED ON THE DRAWINGS. B) USE STANDARD TOOLS TO PRODUCE ROUNDED EDGE CORNERS AND LINE SCORING. .12 CONCRETE SHALL BE FINISHED TO TRUE, EVEN LINES AND SURFACES AND LEFT FREE FROM DEFECTS. MAXIMUM VARIATION OF 118" OUT OF LINE OR LEVEL IN 10 FEET ONLY WILL BE PERMITTED. JOINTS AND EDGES SHALL BE STRAIGHT ANO TRUE AND FINISHED WITH JOINTING AND EDGING TOOLS. A) B) C) TROWEL ALL CONCRETE SURFACES UNTIL FREE FROM DEFECTS OR BLEMISHES, AFTER TESTING WITH A STRAIGHT EDGE AND ELIMINATING HIGH AND LOW SPOTS. AFTER REMOVAL OF FOAMS, THE DEPRESSION ALONG THE EDGE OF CONCRETE SHALL BE IJACKFILLED WITH SOIL AND TAMPED TO PROPER COMPACTION AND GRADE. 3.2 GRADING: IF WEATHER CONDITIONS ARE SEVERE ENOUGH TO DRY OUT THE CONCRETE SURFACE, THE SURFACE SHALL BE KEPT MOIST AS DIRECTED WITH A FINE FOG SPRAY UNTIL FINISH TROWELING IS COMPLETED • 3.3 . , \. . 1 FOUNDATIONS AND WALKWAYS CAN BE FOUNDED ON COMPACTED MATERIALS, DRY DENSITY AT LEAST 90% OF THAT DENSITY DETERMINED BY ASTM TEST METHOD D 1557-70. . 2 EXCAVATE FOR ALL WORK SUFFICIENTLY TO CONSTRUCT WORK TO LINE AND GRADE AS SHOWN ON DRAWINGS AND AS DIRECTED. EXCAVATIONS SHALL BE OF WIDTH SUFFICIENT TO PERMIT PROPER INSTALLATIONS, CONSTRUCTION AND REMOVAL OF FORMS. . 3 FOOTING EXCAVATIONS SHALL NOT BE LOWER THAN FOOTING GRADING AND SHALL BE DEAD LEVEL IN ACCORDANCE WITH ACCEPTABLE STANDARDS AND PRACTICES AS NECESSARY TO PROVIDE A UNIFORM BEARING FOR THE FOOTING. IF SOFT SPOTS ARE ENCOUNTERED, THE SOFT MATERIAL SHALL BE REMOVED ANO HAULED FROM SITE AND THE EXCAVATION BACKFILLED AS DIRECTED WITH MATERIAL SUITABLE FOR PROPER COMPACTION. .4 MAINTAIN PROPER DRAINAGE AT ALL TIMES AND KEEP OPERATIONS CLEAN ANO Fl'<EE FROM ACCUMULATED MATERIALS. FORMS, CONSTRUCTION, PLACEMENT: . 1 FORMS: SET FORMS TO CONFORM TO PLANS, SECTIONS AND DETAILS AS DIRECTED. ALL EDGES AND LINES SHALL BE TRULY VERTICAL, HORIZONTAL OR CURVED AS SHOWN ON CIVIL ENGINEERS DRAWINGS. A) FOAMS SHALL BE Of THE BEST TYPE FOR THE PURPOSE, RIGIDLY CONSTRUCTED, AND PROVIDING FOR ANY SPECIAL BUil T-IN FEATURES, AS INDICATED. B) WOOD FORMS SHALL BE FREE FROM CUPPING. WARPING, LARGE OR LOOSE KNOTS. JOINTS SHALL BE BROKEN ANO DOUBLE NAILED. WOOD FORMS SHALL eE TREATED WITH THOMPSON WATER SEAL, NAC CRETE. OR HUNTS PROCESS TFL, OR APPROVED EQUAL. .2 CONSTRUCTION JOINTS: LOCATE AND CONSTRUCT JOINTS ON CONCRETE FLAT WORK AS INDICATED ,ON DETAIL. IN ADDITION, EXPANSION JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. . 3 BEFORE CONCRETE IS PLACED IN ANY FORM, THE CONTRACTOR SHALL ERECT AND INSTALL AT OR UPON THE FORM WHATEVER DEVICES, SUCH AS STRETCHED WIRES, PLUMll LINES, ETC., DEEMED NECESSARY BY THE INSPECTOR TO INDICATE CORRECTLY THE AMOUNT AND DIRECTION OF ANY DISPLACEMENT OF THE FORMS WHILE CONCRETE IS BEING PLACED THEREIN. THE CONTRACTOR SHALL PROVIDE SUFFICIENT CAPAllLE WORKMEN AND PROPER MATERIALS TO CORRECT THE DISPLACEMENT WHICH MAY OCCUR ANO TO PREVENT FURTHER MOVEMENT, AS DIRECTED. . 4 REINFORCEMENT SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS, TOGETHER WITH ALL NECESSARY WIRE TIES, SPACERS AND SUPPORTS TO INSTALL AND SECURE THE REINFORCEMENT PROPERLY. IT SHALL BE FREE OF RUST, SCALE, OIL, GREASE, BOND IJREAKER COMPOUND, DRIED MORTAR AND OTHER COATINGS. SANDBLASTING OF THE REINFORCEMENT SHALL BE EMPLOYED AT THE OPTION Of THE ARCHITECT TO REMOVE ANY OF THE ABOVE COATINGS TO OBTAIN FULL BONO. . 5 PLACEMENT OF REINFORCEMENT SHALL BE DONE ACCURATELY AND SECURELY USING CONCRETE CUBES. SUPPORT FOR REINFORCEMENT SHALL CQMPLV WITH REQUIREMENTS OF "THE CASI MANUAL OF STANDARD PRACTICE". . 6 ALL REINFORCEMENT SHALL BE MADE CONTINUOUS EXCEPT AS OTHERWISE DETAILED. SPLICES OF REINFORCEMENT IN CONCRETE SHALL BE MADE BY LAPPING BARS OF 40 GRADE STEEL NOT LESS THAN 30 BAR DIAMETERS. MINIMUM LENGTH OF ANY LAP SHALL BE 1'-6". SPLICES IN ADJACENT BARS SHALL IJE STAGGERED 4'-0" 3.4 3.4.1 3.4.2 3.4.3 .1 3 . 1 . 1 . 1 DJ ALL FINISHED CONCRETE SHALL BE BARRICADED FOR THREE DAYS. BARRICADES SHALL BE PLACED IMMEDIATELY AFTER FINISHING THE WORK. THE CONTRACTOR SHALL FURNISH, PLACE AND REMOVE ALL OF HIS OWN BARRICADES . APPLY WATERPROOFING TO RETAINING WALL SITUATIONS CALLED FOR PER MANUFACTURER'S SPECIFICATIONS. MONOLITHIC SLAB FINISHES: SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE MORTAR SETTING BEDS FOR TILE AND OTHER BONDED APPLIED CEMENTITIOUS FINISH FLOORING MATERIAL, AND AS OTHERWISE INDICATED, AFTER PLACING SLABS, PLANE SURFACE TO A TOLERANCE NOT EXCEEDING 112" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGE. SLOPE SURFACES UNIFORMLY TO DRAINS WHERE AEOUIRED. AFTER LEVELING, ROUGHEN SURFACE BEFORE FINAL SET, WITH STIFF BRUSHES, BROOMS OR RAKES. FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES AS HEREINAFTER SPECIFIED, AND SLAIJ SURFACES WHICH ARE TO BE COVERED WITH MEMBRANE OR ELASTIC WATERPROOFING, AND AS OTHERWISE INDICATED. AFTER SCREENING, CONSOLIDATING, ANO LEVELING CONCRETE SLABS, 00 NOT WORK SURFACE UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED OR WHEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN FLOATS, OR BOTH. CONSOLIDATE SURFACE WITH POWER-DRIVEN FLOATS. OR BY HAND-FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK AND LEVEL SURFACE PLANE TO A TOLERANCE NOT EXCEEDING 1/4" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGE. CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. UNIFORMLY SLOPE SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING. REFLOAT SURFACE TO A UNIFORM, SMOOTH, GRANULAR TEXTURE. TROWEL FINISH: APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES TO BE EXPOSED-TO-VIEW, AND SLAB SURFACES TO BE COVERED WITH RESILIENT FLOORING, PAINT OR OTHER THIN FILM FINISH COATING SYSTEM. AFTER FLOATING, BEGIN FIRST TROWEL FINISH OP'ERATION USING A POWER-DRIVEN TROWEL. BEGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE BY FINAL HAND- TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE ANO APPEARANCE, AND WITH A SURFACE PLANE TOLERANCE NOT EXCEEDING 1/8" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGE. GRIND SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPH THROUGH APPLIED FLOOR COVERING SYSTEM. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE ___ _ EXP. ____ _ REVIEWED BY: DATE MINIMUM. WIRE FABRIC SHALL BE SPLICJ;P, BY LAPPING:jl-~9~--~::::M_:.:.I_N~ITMf-:,:.U-:;;;M_:..·_-:J_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-:::_-_-::_-_-:_-:_-_tf--:_-_-_-_l+---_-_-_-_lt-_:_-:_-_-.f_-::_-~r;::::::::::::::~",::IN:;S::;P;:;E;;;C::;;T:;:O=R:::;::::;:;;::::;::=;;::;;::;;::;;;:::::;:;::::;:-;D::;A;:lE~~~ ~~0 \, su;'~~ / ~ CITY OF CARLSBAD ~ <...: ~, ' , 1-----+----t-------------------+----t----1----t---"1 (i ,_>c /'(-_,... PLANNING DEPARTMENT ~ _, ~ -~ --V ; \ . -CONSTIWCTION SPECIFICATIONS FOR: ~gnf!_ur,i:,.., ,1 •~-./~h~~Jl.._..-f---t--t----------------t----:i---t----:i-~ '1/: "Dato 4~ ·r~~ FOUR SEASONS RESORT AT AVIARA NORTH VILLAGE APPROVED £--' / /. // -, W- :-c:-=-=-c-=-:-7H, /7~'7'~t//~=-=------=~::...: , o . Landsc.1pc Archilecl"re • l'lanni11g ASSISTANT PCl(N~ING DIRECTOR La Jolla Centre II DWN BY: ----, ·1· 9255 Tow.·1~ Ccnlrc Drive, Sui le 340 PATE INITIAL 0ATE INITIAL DATE INlllAL CHKD BY: ___ PRO..ECT NO. ORA'MNG NO. San Diego, CA 92121-3002 1,EN::GINEER::::_:or:_:WORK:::.L __ _:R_:,E::,Vl.:,:S.:_IO~N---D::.::,ES::_C.::.:_:R::_IP_TI:.:.::_O~N----LO:'..'.THOl~.!._N'Pff~'.,'.'.o:v>J..~L'.a:'.rr:...:_M>:PR~O'.:VAL:Jl..::R::YWD=:::::B::'r'::::::=~~~-=::::::::C::::T::9::5-0::::::2:::;;_::::~· ::·;;::~::::6-::::7::M::::~ &19 550-1575 • f.1X 550-1580 L C.M,W.O. JOB NO. ---- 3_4 4 3.4 .5 3_4_6 3.5 3. 5, 1 3.5.2 3.5.3 3.6 3.6.1 3.6.2 3.6.3 3.7 3.7.1 3.8 • 2 . 1 . 1 .2 .3 .4 ,5 . 6 . 2 . 1 CONCRETE MOW CURBS AND BANDING SHALL HAVE TROWEL FINISH. FLOAT AND TROWEL TO A PERFECTLY FINISH WITH AT LEAST TWO SEPARATE STEEL OPERATIONS. APPLY NON-SLIP BROOM FINISH WHERE INDICATED. SMOOTH SMOOTH TROWEL IMMEDIATELY AFTER TROWEL FINISHING, ROUGHEN CONCRETE SURFACE BY BROOMING WITH FIBER BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. APPLY CONCRETE SEALER TO ALL COLOR-CONDITIONED CONCRETE WORK PER MANUFACTURER"S SPECIFICATIONS. APPLY NOXCRETE 309E TO ALL STAMP CONCRETE PAVING AREAS. INSTALL STAMP CONCRETE PAVING: SPECIAL CONCRETE MIX SHALL BE PLACED AND SCREEOED TO THE PROPER GRADE ANO FLOATED TO A UNIFORM SURFACE IN THE NORMAL MANNER. BOMANITE COLOR HARDENER SHALL BE APPLIED EVENLY TO THE PLASTIC SURFACE BY THE DAY-SHAKE METHOD USING A MINIMUM OF 60 POUNDS PER 100 PER SQUARE FEET. IT SHALL BE APPLIED IN TWO OR MORE SHAKES, FLOATING AFTER EACH, AND TROWELED ONLY AFTER THE FINAL FLOATING. BOMACRON RELEASE AGENT SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WHILE CONCRETE IS STILL IN THE PLASTIC STAGE Of SET, THE BOMANITE TEXTURING TOOLS SHALL BE APPLIED TO MAKE THE DESIRED PATTERN AND TEXTURE. THE SURFACE SHALL BE CLEANED TO REMOVE RESIDUAL DUST AND EXCESS BOMACRON RELEASE AGENT. APPLY NOXCRETE 309E TO SURFACE . CURING: GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. BEGIN FINAL CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING AND BEFORE CONCRETE HAS DRIED. CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI J01 PROCEDURES. AVOID RAPID DRYING AT END OF FINAL CURING PERIO 0. CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE-RETAINING COVER CUR!NG, 8'f CURING COMPOUND. AND 6~-COMBINATIONS THEREOF. DO NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO BE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, LIQUID FLOOR HARDENER, WATERPROOFING, FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MATERIALS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. PATCHING AND FINISHING: ALL EXPOSED CONCRETE WHICH IS ABOVE GROUND AND IS NOT FORMED AS SHOWN ON THE DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT, OR IS NOT TRUE, OR IS NOT PLUMB OR LEVEL. OR IS NOT OTHERWISE IN TRUE AND CONTINUOUS FOAM, SHALL BE CONSIDERED AS NOT CONFORMING WITH THE INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 1/8" IN 10'. THE CONTRACTOR IS CAUTIONED THAT ALL SURFACES NOT MEETING THE ABOVE REQUIREMENTS SHALL BE MACHINE GROUND AND HONED TO COME WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVE □ AND REPLACED AS DIRECTED AT THE DISCRETION OF THE ARCHITECT. THE CONTRACTOR SHALL REMOVE DEFECTIVE CONCRETE FROM THE JOB AT HIS EXPENSE OR IF PERMISSION IS GIVEN BY THE ARCHITECT, PATCH DEFECTIVE CCN<;RETE AT HIS OWN EXPENSE. AFTER THE FORMS HAVE BEEN REMOVED, ALL CONCRETE SURFACES SHALL BE INSPECTED AND ANY POUR JOINTS, VOIDS, STONE POCKETS OR OTHER DEFECTIVE AREAS PERMITTED BY THE ARCHITECT TO BE PATCHED, AND ALL TIE HOLES, SHALL BE PATCHED BEFORE THE CONCRETE IS THOROUGHLY DRY_ DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TO THE SURFACE. THE AREA TO BE PATCHED ANO A SPACE OF AT LEAST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR. A GROUT Of EQUAL PARTS OF PORTLAND CEMENT AND SAND WITH SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHALL THEN BE WELL BRUSHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY THE PATCHING MORTAR. THE PATCH SHALL BE FINISHED IN SUCH MANNER AS TO MATCH THE ADJOINING SURFACE. FIELD QUALITY CONTROL: COPIES IN DUPLICATE OF THE TEST REPORTS SHALL BE SUBMITTED TO THE ARCHITECT WITH ADDITIONAL COPIES TO ANY GOVERNING AUTHORITIES. CLEAN-UP: REMO'IE ALL EXCESS MATERIALS, EQUIPMENT AND ALL DEBRIS FROM THE SITE. ~ION Q:l.2JH! CON c RE T_E_____B_EillEQB.C EM.EtU PART 1 -GENERAL 1. 1 1 . 1 . 1 . 1 . 2 1. 2 • 1 • 2 . 3 . 4 DESCRIPTION: RELATED WORK DESCRIBED ELSEWHERE: CAST-IN-PLACE CONCRETE: CONCRETE UNIT MASONRY: QUALITY ASSURANCE: SECTION 03300 SECTION 04220 COMPLY WITH PERTINENT PROVISIONS OF FOLLOWING STANDARDS, EXCEPT AS HEREIN MODIFIED: CONCRETE REINFORCING STEEL INSTITUTE (CASI) "MANUAL OF STANDARD PRACTICE"; AMERICAN CONCRETE INSTITUTE (ACI) 318 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE (ACI) J15. 1. 3 1. 3. 1 1. 3. 2 1 . 3. 3 1 4 1 . 4. 1 1.4 .2 2.1 2.1.1 2. 1 . 2 2. 1. J 2.1.4 2.2 2. 2. 1 2.2.2 . 1 .2 . 1 .2 .3 SUBMITTALS: COMPLY WITH PERTINENT PROVISIONS OF SECTION 01300. SHOP DRAWINGS, REINFORCEMENT: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REIN• FOACEMENT. COMPLY WITH ACI 31S ·'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" SHOWING BAR SCHEDULE, STIRRUP SPACING, DIAGRAMS OF BENT BARS, ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL REINFORCEMENT REQUIRED AND OPENINGS THROUGH CONCRETE STRUCTURES. MILL CERTIFICATES; SUBMIT STEEL PRODUCER'S CERTIFICATES Of MILL ANALYSIS, TENSILE, AND BEND TESTS FOR REINFORCING STEEL. PRODUCT HANDLING: DELIVERY: DELIVER REINFORCEMENT TO THE JOB SITE BUNDLED, TAGGED, AND MARKED. USE METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO MARKINGS SHOWN ON PLACEMENT DIAGRAMS. STORAGE: STORE REINFORCEMENT AT THE JOB SITE IN A MANNER TO PREVENT DAMAGE AND ACCUMULATION OF DIRT AND EXCESSIVE RUST. • PRODUCTS MATERIALS: REINFORCING BARS: COMPLY WITH ASTM A 615-79 (DEFORMED BARS). NO. 5 BARS AND SMALLER, GRADE 40; ALL OTHERS GRADE so. STEEL WIRE: COMPLY WITH ASTM A 82. WELDED WIRE FABRIC: COMPLY WITH ASTM A 185·73. SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCEMENT IN PLACE: USE WIRE BAA TYPE SUPPORTS COMPLYING WITH CRSI RECOMMEN- DATIONS, UNLESS OTHERWISE INDICATED. DO NOT USE WOOD, BRICK, AND OTHER UNACCEPTABLE MATERIALS. FOR SLABS ON GRADE, USE SUPPORTS WITH SAND PLATES OR HORIZONTAL RUNNERS WHERE BASE MATERIAL WILL NOT SUPPORT CHAIR LEGS FABRICATION: GENERAL: FABRICATE REINFORCING BARS TO CONFORM TO REQUIRED SHAPES ANO DIMENSIONS, WITH FABRICATION TOLERANCES COMPLYING WITH CRSI MANUAL. IN CASE OF FABRI- CATING ERRORS, DO NOT REBEND OR STRAIGHTEN REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN THE MATERIAL. UNACCEPTABLE MATERIALS: REINFORCEMENT WITH ANY Of THE FOLLOWING DEFECTS WILL NOT BE PERMITTED IN THE WORK: BAR LENGTHS, DEPTHS, AND BENDS EXCEEDING SPECIFIED FABRICATION TOLERANCES. BENDS OR KINKS NOT INDICATED ON DRAWINGS OR FINAL SHOP DRAWINGS. BARS WITH REDUCED CROSS-SECTION DUE TO EXCESSIVE RUSTING OR OTHER CAUSE. PART J -EXECUTION 3 _ 1 3. 1 . 1 J.2 3.2.1 3.2.2 3.2.3 3.2.4 3.2.5 INSPECTION: EXAMINE THE SUBSTRATE, fORMWORK, AND THE CONDITIONS UNDER WHICH CONCRETE REINFORCEMENT IS TO BE PLACED, AND CORRECT CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPL.ETION Of THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. INSTALLATION: COMPLY WITH THE SPECIFIED STANDARDS FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT ANO SUPPORTS, ANO AS HEREIN SPECIFIED. CLEAN REINFORCEMENT TO REMOVE LOOSE RUST AND MILL SCALE, EARTH, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL MESH. SPLICES: LAPPING TYING. PROVIDE STANDARD REINFORCEMENT SPLICES BY ENDS, PLACING BARS IN CONTACT, ANO TIGHTLY WIRE -fil~TION 03300 CAST-IN-PLACE CONC.fi.EIE PART 1 -GENERAL 1 . 1 1. 1. 1 1. 2 1. 2. 1 1.2.2 . 1 • 2 .3 . 1 . 2 . 1 DESCRIPTION: RELATED WORK DESCRIBED ELSEWHERE: CONCRETE FORMWORK: SECTION 03100 CONCRETE REINFORCEMENT; SECTION 03200 EXPOSED AGGREGATE CONCRETE FINISHES: SECTION 03351 QUALITY ASSURANCE: REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE PROVISIONS OF THE FOLLOWING CODES ANO STANDARDS, UNLESS MODIFIED BY THE SPECIFICATIONS OR DRAWINGS . UNIFORM BUILDING CODE, 1979 EDITION. CHAPTER 26, "CONCRETE". AMERICAN CONCRETE INSTITUTE (ACI): "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-71 EDITION. QUALITY CONTROL: FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF CONCRETE PRIOR TO START OF INSTALLATION OF THE WORK OF THIS SECTION. . 2 .3 DO NOT BEGIN CONCRETE PRODUCTION UNTIL ALL MIXES HAVE BEEN REVIEWED BY THE ARCHITECT. ALSO SEE OTHER REQUIREMENTS FOR TESTING AS STATED IN PART 3 OF THIS SECTION. PART 3 3. 1 3.3.1 -EXECUTION JOINTS: PART 2 -PRODUCTS CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION JOINTS, WHICH ARE NOT SHOWN ON DRAWINGS, SO AS NOT TO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE, AS ACCEPTABLE TO ARCHITECT. 2. 1 2. 1 . 1 2. 1 . 2 2. 1. 3 2.1.4 2. 1. S 2. 1. 6 2. 1. 7 2. 1. 8 2. 1. 9 2.1.10 2. 1. 11 2 1. 1 2 2. 2. 1 2.2.2 , \.. . 1 .2 c3 .4 . 1 .2 MATERIALS: AGGREGATES: NORMAL SAND-GRAVEL AGGREGATES CONFORMING TO ASTM C33 "CONCRETE AGGREGATES;, PROVIDE AGGREGATES FROM A SINGLE SOURCE FOR EXPOSED CONCRETE_ CEMENT: ASTM C150 "PORTLAND CEMENT" TYPE I OR TYPE II. WATER: CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALI, OIL, OR ORGANIC MATERIALS. ADMIXTURES: ASTM C 494 ADMIXTURE SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. AIR-ENTRAINING AGENT: ASTM C 260_ CURING MEMBRANE: NON-STAINING PAPER CONFORMING TO ASTM C 171, OR 6 MIL THICK POLYETHYLENE FILM. EXPANSION SLEEVES: PHILLIP'S REDHEAD ANCHORS CONFORMING TO ICBO RESEARCH COMMITTEE RECOMMENDATION REPORT NO. 2614. PARASOL T CONCRETE ANCHORS CONFORMING TO ICBO RESEARCH COMMITTEE RECOMMENDATION REPORT NO. 2350, OR APPROVED EQUIVALENT. CURING COMPOUND: ASTM C J09, LIQUID MEMBRANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL BE COMPAT- IBLE WITH FINISH TO BE APPLIED THERETO. CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED BY THE ARCHITECT. EXPANSION JOINTS: METAL TYPE, BURKE "COLDKEY", OR EQUAL CLEAR SEALER HARDENER: SONNEBORN "LAPIDOLITH", PROTEX INDUSTRIES '"LOTHOPLATE", OR EOUAL VAPOR BARRIER: 6 MIL POLYVINYL CHLORIDE (PVC) SHEETING WITH A PER RA TING OF .05 . SAND FOR USE WITH VAPOR BARRIER: WASHED FINE AGGREGATE CONFORMING TO ASTM C 33. MIXES: MIX DESIGNS: MIX DESIGNS SHALL BE MADE BY A RECOGNIZED TESTING LABORATORY UNDER THE ACTIVE DIRECTION OF A CIVIL ENGINEER, WHO SHALL DETERMINE MIX DESIGNS TO FULFILL THE SPECIFIED REQUIREMENTS FOR STRENGTH, AGGREGATE SIZE AND WORKABIL· ITY OF CONCRETE, AND SUCH DESIGNS SHALL BE USED IN PROPOR- TIONING ALL STRUCTURAL CONCRETE. MIX DESIGNS SHALL BE SUB- MITTED TO THE ARCHITECT FOR INFORMATIONAL PURPOSES ONLY. COSTS FOR MIX DESIGNS SHALL BE PAID FOR BY THE CONTRACTOR. MIX DESIGNS SHALL BE MADE IN ACCORDANCE WITH ACI 318 AND 301, AND SHALL CONFORM TO REQUIREMENTS FOR GRADE A CONCRETE AS SPECIFIED IN CHAPTER 43 Of THE UBC. COVER AND CLEAR DISTANCES BETWEEN REINFORCING BARS SHOWN ON THE DRAWINGS SHALL BE CONSIDERED IN DETERMINING THE AGGREGATE SIZE FOR MIX DESIGNS AND MAY RESULT IN AN AGGREGATE SIZE SMALLER THAN THE MAXIMUM AGGREGATE SIZE ALLOWED ELSEWHERE IN THIS SPECIFICATION. A LIST OF WHERE THE MIX DESIGNS ARE TO BE USED SHALL ACCOMPANY THE DESIGNS. SUBMISSION OF MIX DESIGNS SHALL NOT BE CONSIDERED UNQUALI- FIED APPROVAL, AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO FURNISH CONCRETE OF PROPER CONSISTENCY AND SPECIFIED STRENGTHS. PROPERTIES AND PROPORTIONS: CONCRETE: A. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM CYLINDER COMPRESSIVE STRENGTH AS INOICATED ON THE DRAWINGS. B. SLUMPS: SLUMP SHALL BE 4 INCHES FOR ALL SLABS-ON- GRADES; MAXIMUM SLUMP FOR OTHER CONCRETE SHALL BE 4 INCHES. C. MAXIMUM SIZE AGGREGATE. IN NO CASE SHALL THE MAXIMUM AGGREGATE SIZE USED EXCEED 20% OF A MEMBER'S THICKNESS, NOR SHALL IT EXCEED 3/4 OF THE CLEAR SPACING BETWEEN REINFORCING, EXCEPT THAT IN COLUMNS AND PIERS IT SHALL NOT EXCEED 2/3 OF THE CLEAR DISTANCE BETWEEN REINFORCING. IN ADDITION, IT SHALL NEVER EXCEED THE SIZE INDICATED FOR THE FOLLOWING: 1 ) 2) 3) SLABS, COLUMNS, PILASTERS: WALLS LESS THAN 8" THICKNESS: OTHER MEMBtAS: 314-INCH 1-INCH 1-1/2-INCH GROUT: ONE PART PORTLAND CEMENT AND TWO PARTS FINE AGGRl:GATE, BY VOLUME. GROUT SHALL BE Of A CONSISTENCY SUITABLE FOR THE INTENDED PURPOSE AND SHALL BE USEO IMMEDIATELY AFTER MIXING. SMALL QUANTITIES OF GROUT MAY BE MIXED av HAND, BUT ANY GROUT REQUIRING ONE-HALF SACK OF CEMENT OR MORE PER BATCH SHALL BE MACHINE MIXED. SEE ORAWINGS FOR GROUT IN CONCRETE MASONRY WALL. 3.1 .2 3.2 3.2.1 3.3 3. 3 .1 3.3.2 3.J.3 J.3.4 3.3.5 J.3.6 3.3.7 3.J.8 3.3.9 . 1 • 2 . 1 • 1 PROVIDE KEYWAYS AT LEAST 1-1/2" DEEP IN CONSTRUCTION JOINTS IN WALLS, SLABS ANO BETWEEN WALLS AND FOOTINGS; ACCEPTED BULKHEADS DESIGNED FOR THIS PURPOSE MAY BE USED FOR SLABS. PLACE CONSTRUCTION JOINTS PERPENDICULAR TO THE MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUC- TION JOINTS. CONTRACTION (CONTROL) JOINTS IN SLABS-ON-GROUND: CONSTRUCT CONTRACTION JOINTS IN SLABS-ON-GROUND TO FOAM PANELS OF PATTERNS AS SHOWN, USE INSERTS 1/4" WIDE X 1/4 OF SLAB DEPTH, UNLESS OTHERWISE INDICATED. TOOL ADJACENT CONCRETE EDGES TO A 1/8" RADIUS. FOAM CONTRACTION JOINTS BY INSERTING PREMOLDED HARD- BOARD OR FIBERBOARD STRIP INTO FRESH CONCRETE UNTIL TOP SURFACE OF STRIP IS FLUSH WITH SLAB SURFACE. AFTER CONCRETE HAS CURED, REMOVE INSERTS AND CLEAN GROOVE OF LOOSE DEBRIS. FILL EXTERIOR JOINTS WITH SEALANT SPECIFIED. INSTALLATION OF EMBEDDED ITEMS; GENERAL: SET AND BUILD INTO WORK ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FDA OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE. USE SETTING DRAWINGS, DIAGRAMS, INSTRUCTIONS ANO DIRECTIONS PROVIDED BY SUPPLIERS OF ITEMS TO BE ATTACHED THERETO. EDGE FORMS AND SCREED STRIPS FOR SLABS: SET EDGE FORMS OR BULKHEADS AND INTERMEDIATE SCREED STRIPS FOR SLABS TO OBTAIN REQUIRED ELEVATIONS AND CONTOURS IN FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS SUFFICIENTLY STRONG TO SUPPORT TYPES Of SCREED STRIPS BY USE OF STRIKE-OFF TEMPLATES OR ACCEPTED COMPACTING-TYPE SCREEDS. CONCRETE PLACEMENT; PREPLACEMENT INSPECTION: BEFORE PLACING CONCRETE, INSPECT AND COMPLETE FORMWORK INSTALLATION, REINFORCING STEEL, AND ITEMS TO BE EMBEDDED OR CAST-IN. NOTIFY OTHER CRAFTS TO PERMIT INSTALLATION OF THEIR WORK; COOPERATE WITH OTHER TRADES IN SETTING SUCH WORK. MOISTEN WOOD FORMS IMMEDIATELY BEFORE PLACING CONCRETE WHERE FORM COATINGS ARE NOT USED . COORDINATE THE INSTALLATIONS Of JOINT MATERIALS AND MOISTURE BARRIERS WITH PLACEMENT OF FORMS AND REINFORCING STEEL. GENERAL: COMPLY WITH ACI 304, ANO AS HEREIN SPECIFIED. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH HIICKNESS THAT NO CONCRETE WILL BE PLACED ON CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS OR PLANES Of WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS HEREIN SPECIFIED. DEPOSIT CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL LOCATION TO AVOID SEGREGATION. PLACING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAT 24" AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS, PLACE EACH LAYER WHILE PRECEDING LAYER IS STILL PLASTIC TO AVOID COLD JOINTS. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EOUIPMENT ANO PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACI RECOMMENDED PRACTICES. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHORAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE. PLACE VIBRATORS TO RAPIDLY PENETRATE PLACED LAYER ANO AT LEAST 6" INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS INTO LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION. LIMIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE EMBEOMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX. PLACING CONCRETE SLABS: DEPOSIT AND CONSOLIDATE CON- CRETE SLABS IN A CONTINUOUS OPERATION, WITHIN LIMITS Of CONSTRUCTION JOINTS, UNTIL THE PLACING OF A PANEL OR SECTION IS COMPLETED. CONSOLIDATE CONCRETE DURING PLACING OPERATIONS SO THAT CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO CORNEAS. BRING SLAB SURFACES TO CORRECT LEVEL WITH STRAIGHTEDGE AND STRIKEOFF. USE BULL FLOATS OR DARBIES TO SMOOTH SURFACE. FREE OF HUMPS OR HOLLOWS. DO NOT DISTURB SLAB SURFACES PRIOR TO BEGINNING FINISHING OPERATIONS . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY; ' - "AS BUil T" EXP. DATE m~A INSPECTOR DATE ,<:t-"' ,:g· 11 ~,\'i:J\~/,~,.1-~ --1-------+----------+-+--+-+----t~ CITY OF CARLSBAD ~ ,'c:2 .. , ,,#>(/ 0? ~ :J / Lu==~?==-====P::l~.A;N:=,N;IN;G~D~E~P;A:=,R~T;:M=E=N=T====":'_':~====; C::~ c_{4'/ _, c: \ • r CONSTRUCTION S1'8Cll'ICATIONS FOR, UC -+< "(: ,E!,:~J.;--y;,. 7 ~ I FOUR SEASONS RESORT '---' AT A VIARA NORTH VILLAGE A APPRDV£D -/45iq_R ;2•6•27 La 11 d SC.,)' C A re hi l CC I Ure • I' I., ll 11 i "SA --S-SI_S_T_A_N_T_P+6'<f.i'-"'r-fi:,.N«,'--. -0-'lf"'i E:._C_T_O_R------~ DA i'E' La Jolla Ccnlre II DWN BY: ___ I PROJECT NO. I DRAv.lNG NO • 9255 Townv Ccnlrc Drive, Suite 340 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ CT B5--02 S.1n Diego, CA 92121-3002 lll'N~Gl~NO'R~~o.:_WORK~:l, ____ R::E~\ll:S:l~O~N:..:D:E:S:C:R:.IP_TI::O~N:_ ___ .l'.o~1H~ER~M'P~R~o~v~AL:J~C1:TY~N'~PR~o~v>J.'.:._~R:::Vw'D::::::::::::B:::Y::::; ===~·========='..:::=3=4=6=-=7=M='.J 619 550-1575 • F,1x 550-1580 L C_M.W.D. JOB NO. r-211---... F F. 3.3.10 MAINTAIN REINFORCING IN PROPER POSITION OURING CONCRETE PLACEMENT OPERATIONS. 3.4 3.4.1 3.5 3. 5, 1 3.6 3.6. 1 3.6.2 3.6.3 3.7 3.7.1 3 7,2 3.7.3 3.8 3. 8 .1 3.8.2 3.8.3 3,8,4 . 1 . 1 2 FINISH OF FORMED SURFACES: ROUGH FORM FINISH: FOR FORMED CONCRETE SURFACES NOT EXPOSED-TO-VIEW IN THE FINISH WORK OR BY OTHER CONSTRUC- TION, UNLESS OTHERWISE INDICATED. THIS IS THE CONCRETE SURFACE HAVING TEXTURE IMPARTED BY FORM FACING MATERIAL USED WITH TIE HOLES AND DEFECTIVE AREAS REPAIRED AND PATCHED AND FINS AND OTHER PROJECTIONS EXCEEDING 114" IN HEIGHT RUBBED DOWN OR CHIPPED OFF. MONOLITHIC SLAB FINISHES; APPLY NON-SLIP BROOM FINISH WHERE INDICATED. IMMEDIATELY AFTER TROWEL FINISHING, ROUGHEN CONCRETE SURFACE BY BROOMING WITH FIBER BRISTLE BROOM PERPEN• OICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. CURING; GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PRE- MATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND FINISHING. WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS. BEGIN FINAL CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING ANO BEFORE CONCRETE HAS DRIED. CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. AVOID RAPID DRYING AT ENO OF FINAL CURING PERIOD. CURING METHODS; PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEREOF, DO NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO BE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, LIQUID FLOOR HARDENER, WATERPROOFING, FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MATERIALS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. PATCHING AND FINISHING: ALL EXPOSED CONCRETE WHICH IS ABOVE GROUND ANO IS NOT FORMED AS SHOWN ON THE DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT, DR IS NOT TRUE, OR IS NOT PLUMB OR LEVEL, OR IS NOT OTHERWISE IN TRUE AND CONTINUOUS FORM, SHALL BE CONSIDERED AS NOT CONFORMING WITH THE INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 1/8" IN 10'. THE CONTRACTOR IS CAUTIONED THAT ALL SURFACES NOT MEETING THE ABOVE REQUIREMENTS SHALL BE MACHINE GROUND AND HONED TO COME WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVED AND REPLACED AS DIRECTED AT THE DISCRETION OF THE ARCHITECT. THE CONTRACTOR SHALL REMOVE DEFECTIVE CONCRETE FROM THE JOB AT HIS EXPENSE OR IF PERMISSION IS GIVEN BY THE ARCHITECT, PATCH DEFECTIVE CONCRETE AT HIS OWN EXPENSE. AFTER THE FORMS HAVE BEEN REMOVED, ALL CONCRETE SURFACES SHAI.L BE INSPECTED AND ANY POUR JOINTS, VOIDS, STONE POCl<ETS OR OTHER DEFECTIVE AREAS PERMITTED BY THE ARCHITECT TO BE PATCHED, AND ALL TIE HOLES, SHALL BE PATCHED BEFORE THE CONCRETE IS THOROUGHLY DRY. DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TD THE SURFACE. THE AREA TO BE PATCHED AND A SPACE OF AT LEAST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR. A GROUT OF EQUAL PARTS OF PORTLAND CEMENT AND SANO WITH SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHALL Tl1EN BE WELL BRUSHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY THE PATCHING MORTAR. THE PATCH SHALL BE FINISHED IN SUCH MANNER AS TO MATCH THE ADJOINING SURFACE. FIELD QUALITY CONTROL: COPIES IN DUPLICATE OF THE TEST REPORTS SHALL BE SUBMITTED TO THE ARCHITECT WITH ADDITIONAL COPIES TO ANY QOVERNING AUTHORITIES. CYLINDERS SHALL BE TAKEN BY THE TESTING LABORATORY, AND SHALL BE MAOE IN ACCORDANCE WITH ASTM C3I. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH "STANDARD METHOD OF MAKING COMPRESSION TESTS OF CONCRETE: ASTM C39. AT LEAST THREE IDENTICAL CYLINDERS SHALL BE TESTED FOR EACH ONE- HUNDRED CUBIC YARDS OR FRACTION THEREOF OF EACH TYPE AND STRENGTH OF STRUCTURAL CONCRETE, AND SHALL BE TESTED AT THE AGES OF SEVEN ANO 28 DAYS. IF MINIMUM ULTIMATE STRENGTH OF TEST CYLINDERS FALLS BELOW COMPRESSIVE STRENQTHS CALLED FOR ON THE PLANS, ARCHITECT MAY GRANT PERMISSION TO CONTRACTOR TO DEMONSTRATE THAT CONCRETE MEETS SPECIFICATIONS BY TAKING CORES, AND TESTING AS SPECIFIED IN ASTM C42, FROM SUCH PORTIONS OF STRUCTURE AS ARCHITECT MAY DIRECT, COSTS OF SUCH TESTING WILL BE PAID FOR BY CONTRACTOR. IF COMPRESSIVE TESTS OF CORE SPECIMENS FAIL TO SHOW COMPRESSIVE STRENOTH ASSUMED IN DESIGN, CONCRETE WILL BE DEEMED DEFECTIVE AND SHALL BE REPLACED OR ADEQUATELY STRENGTHENED AT CONTRACTOR'S EXPENSE IN A MANNER ACCEPTABLE TO ARCHITECT. PROVIDE SPECIAL INSPECTION ON ALL WORK INDICATED IN STRUCTURAL GENERAL NOTES. si=:ca10N 041 oo CONGRE.I.f..._UNIT MASONRY PART 1 • Gl;NERAL 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SCOPE; 1.3 THE WORK INCLUDES THE FURNISHING AND INSTALLING OF ALL CONCRETE UNIT MASONRY WORK, INCLUDING REINFORCING STEEL AS SHOWN ANO NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. . 1 CODES AND STANDARDS: EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN ANO/OR THE DETAILS ON THE DRAWINGS, ALL WORK INCLUDED IN THIS SECTION SHALL CONFORM TO THE APPLICABLE PROVISIONS Of THE FOLLOWING CODES AND STANDARDS: UNIFORM BUILDING CODE, 1979 EDITION, CHAPTER 24, "MASONRY". AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): THE SPECIFICATIONS AND STANDARDS HEREINAFTER REFERRED TO, LATEST EDITIONS. 1 4 CERTIFICATIONS: CONTRACTOR SHALL FURNISH A CERTIFICATE, EXECUTED IN TRIPLICATE, STATING THAT ALL CONCRETE BLOCKS HAVE BEEN PROPERLY ANO THOROUGHLY CURED AT THE PLANT BEFORE SHIPMENT, ANO THAT THEY CONFORM TO ALL OF THE REQUIREMENTS OF THIS SPECIFICATIONS. EACH CERTIFICATE SHALL BE SIGNED BY THE BLOCK MANUFACTURER AND SHALL CONTAIN THE NAME OF THE CONTRACTOR, THE PROJECT LOCATION, AND THE QUANTITY AND DATE OR OATES Of SHIPMENT OR DELIVERY TO WHICH THE CERTIFICATE APPLIES. 1. 5 STRENGTHS OF MORTAR AND GROUT: . I MORTAR STRENGTHS; MORTAR FOR GROUTED UNIT MASONRY SHALL BE TYPE S MORTAR IN ACCORDANCE WITH CHAPTER 24 OF THE UNIFORM BUILDING CODE, 1976 EDITION AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 2B DAYS AT 1 BOO PSI. . 2 GROUT STRENGTHS: 2000 PSI AT 28 DAYS. 1 .6 HANDLING AND STORAGE: IMMEDIATELY UPON DELIVERY TO THE SITE, MASONRY UNITS SHALL BE STACKED UNDERCOVER OR OTHERWISE PROTECTEO FROM EXPOSURE TO THE WEATHER AND FROM CONTACT WITH SOIL. CARE SHALL BE EXERCISED IN HANDLING THESE ITEMS TO AVOID CHIPPING ANO BREAKAGE ANO TO PROTECT THEM FROM DAMAGE. USE Of DAMAGED BLOCKS WILL NOT BE PERMITTED. UNITS SHALL BE STORED ON PALLETS OR TEMPORARY WOOD FLOORS OFF THE GROUND AND OUT OF THE WAY OF OTHER TRADES. PABI. 1. c PRQQ !JCT§ 2. 1 2.2 . 1 CONCRETE MASONRY UNITS: CONCllETE MASONRY UNITS: HOLLOW LOAD-BEARING UNITS, CONFORMING TO ASTM C90-75, GRADE N, TYPE 1, LIGHTWEIGHT UNITS, EXCEPT THAT UNITS SHALL HAVE A MAXIMUM LINEAR SHRINKAGE OF 0.06%, PROPER SPECIALLY SHAPED UNITS SHALL BE USED TO PROVIDE FOR BOND BEAMS AND LINTELS WITH A MINIMUM OF UNIT CUTTING. BLOCK SHALL BE STANDARD UNITS, B" X 8" X 16" ANO 12" X 8" )( 16" NOMINAL IN SIZE. ALL UNITS SHALL BE STANDARD COLOR AND TEXTURE UNLESS OTHERWISE NOTED. . 2 CEMENT; STANDARD TYPE II PORTLAND CEMENT, CONFORMING TO ASTM ClS0-77, LOW ALKALI. . 3 LIME: HYDRATED. CONFORMING TO ASTM C207-76, TYPE S. . 4 .5 .6 .7 . 1 .2 .3 .4 . 5 MORTAR SAND; NATURAL SAND, CLEAN AND GRADED, CONFORMING TO ASTM C144-76. GROUT AGGREGATE: CLEAN ANO GRADED CONCRETE AGGREGATES, CONFORMING TO ASTM C33-77. WATEII; FRESH, CLEAN AND POTABLE, AND FREE FROM SUCH AMOUNTS OF MINERAL AND ORGANIC SUBSTANCES AS WOULD ADVERSELY AFFECT THE HARDENING OF CEMENT MORTAR. REINFORCING STEEL: FURNISH AND INSTALL REINFORCING STEEL FOR GROUTED BLOCK MASONRY UNDER THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS Of SECTION 03200, "CONCRETE REINFORCEMENT". CONCRETE FOOTING: PORTLAND CEMENT: ASTM C 150, TYPE I OR II. FOR EXPOSED CONCRETE, USE ONLY ONE BRAND FROM ONE MILL LOT. CONCRETE AGGREGATES: ASTM C 33, use AGGREGATES FROM SAME SOURCE ANO PIT FOR ENTIRE PROJECT. MIXING WATER: FRESH, CLEAN ANO POTABLE, FREE FROM INJURIOUS AMOUNTS OF 01'_, ACID, ALKALI OR ORGANIC MATTER. MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR EASY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. STANDARD REQUIREMENTS: CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6-ln SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. . 6 REINFORCING BARS: ASTM A 615, GRADE 40 FOR REINFORCEMENT IN CONCRETE BLOCI< MASONRY AND BRICI< MASONRY. ASTM A 615, GRADE 40 FOR CONCRETE REINFORCEMENT. BUNDLE AND TAG WITH IDENTIFICATION AND HEAT NUMBER_ . 7 WELDED WIRE FABRIC: ASTM A 185, EXCEPT THAT UL Tl MATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER AND PLACE FABRIC IN FLAT SHEETS. . 8 SUPPORTS AND SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS ANO WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES, . 9 AIR ENTRAINING AGENT: ASTM C 260 16, 17, 20 (SEE ATTACHED). PART 3 • EXECUTION 3. 1 . 1 .2 .3 .4 .5 .6 UNIT MASONRY CONSTRUCTION; GENERAL: WALLS SHALL BE STRAIGHT, PLUMB AND TRUE, WITH ALL COURSES TRUE TO LINE AND LEVEL, BUil T TO DIMENSIONS SHOWN. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLID WITH GROUT, UNLESS OTHERWISE NOTED ON DRAWINGS. BLOCl<S SHALL BE LAID UP IN RUNNING BOND. JOINTS; BOTH VERTICAL AND HORIZONTAL JOINTS SHALL BE UNIFORMLY 3/6" TO 112" THICK, WITH MORTAR COVERAGE FOR FULL SHELL THICl<NESS AT BOTH VERTICAL ANO HORIZONTAL JOINTS. BED JOINTS: THE TOP SURFACE OF THE CONCRETE FOOTINGS OR OTHER BED JOINTS MUST BE CLEAN, SMOOTH CONCRETE WITH AGGREGATE EXPOSED BEFORE START Of LAYING. TOPS OF FOUNDATIONS SHALL BE SANDBLASTED, IF NECESSARY, TO REMOVE LAITANCE FOR EXPOSING AGGREGATES IN THE CONCRETE. FOUNDATION TOPS SHALL BE KEPT CLEAN DURING THE CONSTRUCTION BY CLEANING AT LEAST ONCE A DAY. REINFORCEMENT: VERTICAL REINFORCING BARS SHALL BE HELD IN PLACE BY STANDARD REINFORCING SUPPORTS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE BLOCK WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. WATERPROOFING MATERIAL: SHALL BE THORO-SEAL OR APPROVED EQUAL. GROUTING; 3.2 . 7 GROUT MIX: GROUT SHALL BE DESIGNED IN ACCORDANCE WITH use 2403 FOR MANUFACTURER DESIGN MIXES. THE USE OF AN ADMIXTURE FOR THE PURPOSE OF REDUCING WATER CONTENT WILL BE PERMITTED, SUBJECT TO APPROVAL BY THE OWNER OF THE ADMIXTURE, AND PROVIDED THE STRENGTH OF GROUT IS NOT IMPAIRED. WATERPROOFING ADMIXTURE SHALL BE ADDED IN AMOUNT RECOMMENDED BY THE MANUFACTURER BUT NOT TO THE EXTENT THAT GROUT STRENGTH SPECIFIED IS IMPAIRED. CONSTRUCTION: GROUT CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF THE UNIFORM BUILDING CODE. GROUT SHALL BE PLACED BY MEANS OF AN APPROVED GROUT PUMP CAPABLE OF HANDLING AT LEAST 12 CU. YDS. PER HOUR OF THE SPECIFIED 3/8" MAXIMUM SIZE AGGREGATE MIX. CLEANING: AFTER ERECTION AND POINTING, ALL MASONRY SHALL BE CLEANED DOWN WITH STIFF BRUSHES AND WATER, FOLLOWED BY A THOROUGH RINSING WITH CLEAN WATER. 2. 2 STEEL RAILING SYSTEM 2. 2. 1 STEEL TUBING: ASTM ASOO, GRADE B OR ASTM A501. 2. 2. 2 RAILS :.ND POSTS: SIZE, SHAPE AND SPACING AS SHOWN ON THE DRAWINGS, WELDED JOINTS. 2.2.3 FITTINGS: ELBOWS, T-SHAPES, WALL BRACKETS, ESCUTCHEONS: BENT OR MITERED TUBE STEEL. 2.2.4 MOUNTING; ADJUSTABLE BRACKETS AND FLANGES, WITH STEEL INSERTS FDR CASTING IN CONCRETE. PREPARE BACKING PLATE FOR MOUNTING IN FRAMED WALL CONSTRUCTION. 2. 2. 5 EXPOSED FASTENERS: FLUSH COUNTERSUNK SCREWS OR BOLTS; CONSISTENT WITH DESIGN OF RAILING. 2. 2. 6 SPLICE CONNECTORS: STEEL WELDING COLLARS. 2.2. 7 GALVANIZING: 1.25 OZ/SQ. FT. ZINC COATING IN ACCORDANCE WITH 3. 3 CURING: ASTM A3B6. 3.4 3.5 1 . 1 . 1 1. 2 1.3 1.4 1. 5 1 . 6 2. 2. 1 \.. ATTENTION SHALL BE GIVEN TO THE PROPER CURINO OF MORTAR JOINTS AS WELL AS THE GROUT CONCRETE POUR. THE MASONRY WORK AND THE TOP OF THE GROUT POUR SHALL BE KEPT DAMP BUT NOT SATURATED FOR AT LEAST 7 DAYS TO PREVENT TOO RAPID DRYING DURING HOT OR DRYING WEATHER, AND DRYING WINDS. PROTECTION: MASONRY SURFACES SHALL BE COVERED WITH NON-STAINING WATERPROOF PAPER WHEN NECESSARY TO PROTECT THEM FROM RAIN OR FROM HOT, DRY WEATHER. SURFACES NOT BEING WORKED ON SHALL BE PROTECTED. TOLERANCES; . 1 THE FOLLOWING TOLERANCES SHALL APPLY TO THE MASONRY WORK: PLUMB: IN ADJACENT UNITS • 118"; IN 10 FEET • 114". LEVEL: MORE • ANY BAY OR 20 FEET MAXIMUM • 114"; IN 40 FEET OR 112". SECTION 05520 METAL HANDRAILS AND RAILINGS PART 1 GENERAL SECTION INCLUDES 1.1.1 STEEL TUBE HANDRAILS, BALUSTERS, AND FITTINGS. 1. 1. 2 WROUGHT IRON RAILING 1.1. 3 DECORATIVE WROUGHT AND CAST IRON FITTINGS FOR RAILING SYSTEMS. PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION. 1.2.1 ~ECTION 03300 -CAST-IN-PLACE CONCRETE: PLACEMENT OF ANCHORS IN CONCRETE. RELATED SECTIONS 1. 3. I SECTION 06200 • FINISH CARPENTRY: WOOD HANDRAIL 1. 3. 2 SECTION 08800 • GLAZING: GLASS BALUSTER INFILL. 1.3.3 SECTION 09900 -PAINTING: PAINT FINISH. REFERENCES 1.4.1 ASTM A53 • HOT-DIPPED, ZINC-COATED WELDED ANO SEAMLESS STEEL PIPE. 1.4.2 ASTM A386 -ZINC-COATING (HOT-DIP) ON ASSEMBLED STEEL PRODUCTS. 1.4.3 ASTM ASOO -COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUND ANO SHAPES. 1.4.4 ASTM A50I -HOT FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING. SUBMITTALS 1.5.1 SUBMIT UNDER PROVISIONS OF SECTION 01300. 1.5.2 SHOP DRAWINGS: INDICATE PROFILES, SIZES, CONNECTION ATTACHMENTS, ANCHORAGE, SIZE AND TYPE OF FASTENERS, AND ACCESSORIES. 1.5.3 SAMPLES: SUBMIT 4 SAMPLES OF EACH DECORATIVE CASTING, WALL BRACKETS ETC. AS INDICATED ON DRAWINGS. FIELD MEASUREMENTS 1.6.1 VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS. PART 2 PRODUCTS MANUFACTURERS 2 .1 .1 PBJM.fB_;_ ZINC CHROMATE PRIMER. 2.1.2 PA.lliL. "RUST-0-LEUM" OR EQUAL, COLOR AS INDICATED ON PLANS. 2.3 2.4 3. 3 .1 3.2 3.3 3,4 WROUGHT IRON RAILING 2.3.1 CUT, SHAPE AND BEND MEMBERS TO PROFILES AND CONFIGURATIONS SHOWN ON THE DRAWINGS. 2.3.2 CONNECT MEMBERS BY GROOVE WELDS. 2. 3. 3 PERMANENTLY ATTACH DECORATIVE ELEMENTS, FABRICATION 2.4.1 FIT AND SHOP ASSEMBLE COMPONENTS IN LARGEST PRACTICAL SIZES, FOR DELIVERY TO SITE. 2.4.2 FABRICATE COMPONENTS WITH JOINTS TIGHTLY FITTED ANO SECURED. 2.4.3 EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS DR BOLTS; UNOBTRUSIVELY LOCATED; CONSISTENT WITH DESIGN OF COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 2.4.4 SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. FABRICATE ANCHORS ANO RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 2.4.5 CONTINUOUSLY SEAL JOINED PIECES BY CONTINUOUS WELDS. 2. 4. 6 GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT FINISH SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, ANO HAIRLINE. EASE EXPOSED EDGES To SMALL UNIFORM RADIUS. 2.4.7 ACCURATELY FORM COMPONENTS TO SUIT STAIRS AND LANDINGS, TO EACH OTHER AND TO BUILDING STRUCTURE. 2.4.8 GALVANIZE EXTERIOR RAILINGS AND COMPONENTS AFTER FABRICATION. SHOP PRIME INTERIOR RAILINGS AND COMPONENTS. PART 3 EXECUTION EXAMINATION 3.1.1 VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE ANO ARE READY TO RECEIVE WORK. 3.1.2 BEGINNING OF INSTALLATION MEANS ERECTOR ACCEPTS EXISTING CONDITIONS. PREPARATION 3.2.1 CLEAN AND STRIP PRIMED STEEL ITEMS TO BARE METAL WHERE SITE WELDING IS REQUIRED. 3.2.2 SUPPLY ITEMS REQUIRED TO BE CAST INTO CONCRETE ANO OR EMBEDDED IN MASONRY PLACED IN PARTITIONS WITH SETTING TEMPLATES. INSTALLATION 3.3.1 INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.3.2 INSTALL COMPONENTS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS. 3.3.3 PROVIDE ANCHORS. PLATES AND ANGLES REQUIRED FOR CONNECTING RAILINGS TO STRUCTURE. ANCHOR RAILING TO STRUCTURE. 3.3.4 FIELD WELD ANCHORS AS INDICATED ON SHOP DRAWINGS. 3.3.5 APPLY (1) COAT OF ZINC CHROMATE PRIMER TO ALL NEW WELDED AREAS AND TO ANY SCRATCHES TO WROUGHT IRON AS A RESULT OF TRANSPORTATION TO SITE. 3. 3. 6 APPLY (2) COATS OF FINISH COLOR TO ALL NEW WELDED AREAS AND TO ANY SCRATCHES TO WROUGHT IRON AS A RESULT OF TRANSPORTATION TD SITE. 3. 3. 7 CONCEAL BOLTS AND SCREWS WHENEVER POSSIBLE. WHERE NOT CONCEALED, USE FLUSH COUNTERSUNK FASTENINGS. ERECTION TOLERANCES 3,4.1 MAXIMUM VARIATION FROM PLUMB: 1/4 INCH PER STORY, NON- CUMULATIVE. 3.4.2 MAXIMUM OFFSET FROM TRUE ALIGNMENT: 114 INCH. "AS BUil T" ·APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE ___ EXP. REVIEWED BY; DATE 7.1111,1 ~ INSPECTOR DATE .--0. f~1/,,.u suiJk / 1----+--+----------~-+---+---11-------............. --1 ~ CITY OF CARLSBAD ~ I\ I 'c;, ~f / >"' I.C,\\ r..v PLANNING DEPAIHMENT '" ': '"' ,:-,,, '--=:=~=:::::::===========~==::; •·~ !1" l----+---+------------------~+----+--4----i----l CONSTRUCTTON SPECIFICATIONS 1'01\: I~. /,rp•.;; ) r- :;\\;th)~) 1., .. , t----+---+-------------+----+---+---+---1 FOUR SEASONS RESORT J\\,.:, lla lo ./j"VT' t---t---+-----------------+---+---+---+--~ AT AV I ARA / ·~---::<';:: :-.: 1/ llilJ.(§:; ~~~==:;:=NO~R~T=:;lf,t Y=l=L=LA=(=;I=~ ==:::==r==~ L.111thc:1pc Architcchuc • Pl.1nning L, Joll.1 Cc11lrc II ~255 Tow11{' Centre Drive, Suite 340 S.111 D1q;o, C,\ ?2121-JOOZ !,l? SS0-1575 • r,,. 550-15!10 DA Tl' _.'!1"1. ~OF-.-REV1SION DESCRIPTION DA 'It INITIAi. OllO APPIIOVAl DAT£ INl'TIAI. CITY -OVAi. ,--:AP-:-P::::Roc:-,-1.£·-::-D-=-"l/'.'.-6J.-v"""/~·~'.'":'.-:v~:-:·,---------"';2. h· 97 ASSISTANT P\JiNNING DIRECTOR DATE' D'M-1 BY: CHl<D BY: __ _ RVWO BY: PROJECT NO. CT 95--02 I DRAWING NO. _ 346-7M ' - '" 1,o1u lllut-•i.r !i_E_QJJQN. __ Q§JQQ ROUGH CARPENTRY e.AB.Ll, ___ G El!E..B.AL 1. 1 1. 2 1. 3 1. 4 1. 5 1. 6 1. 7 1 . 8 1. 9 PART 2 2. 1 PART 3 J. 1 3.2 GE NE RA I CO t-1.0lIJOllii THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. SJJ.MMAfil'..;. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. P.RE.SERVATIVE TlliATME.fil PRESERVATIVE TREATMENT OF WOOD MEMBERS WHERE INDICATED IS REQUIRED fi.l;llfil:tiCE STANDARDS APPLICABLE DOCUMENTS. THE SPECIFICATIONS AND STANDARDS OF THE ISSUES LISTED IN THIS SECTION (INCLUDING THE AMENDMENTS, ADDENDA, AND ERRATA DESIGNATED), BUT REFERRED TO HEREINAFTER BY BASIC DESIGNATION ONLY, FORM A PART OF THIS SPECIFICATION TO THE EXTENT REQUIRED BY THE REFERENCES THERETO. .1 GENERAL -UNIFORM BUILDING CODE, 1991 EDITION (USC). .2 MATERIALS: A. B. C. D. E. F. G. WEST COATS LUMBER INSPECTION BUREAU "'STANDARD GRADING AND DRESSING RULES, NO. 16" (WCLILB). AMERICAN INSTITUTE Of TIMBER CONSTRUCTION "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER" (AITC 117·79). AMERICAN INSTITUTE OF TIMBER CONSTRUCTION "'INSPECTION MANUAL" (AITC 200). AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD C2 (AWPA). AMERICAN WOOD PRESERVERS BUREAU STANDARD LP.4 (AWPA). AMERICAN NATIONAL STANDARD INSTITUTE (ANSI). QUALITY ASSURANCE . 1 GENERAL -EACH PIECE OF LUMBER SHALL BEAR THE GRADE MARK OF A RECOGNIZED GRADING AGENCY. . 2 SUPERVISION • THE WORK SHALL BE DONE UNDER THE DIRECTION OF AN EXPERIENCED CARPENTER FOREMAN, THE FOREMAN SHALL CAREFULLY PLAN THE WORK, COORDINATE THE WORK OF THIS SECTION WITH THE WORK BY OTHERS, AND SHALL 8E RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY DURING CONSTRUCTION BY PROVIDING TEMPORARY BRACING AS REQUIRED. . 3 PROTECTION DURING CONSTRUCTION • PROVIDE TEMPORARY PANELS , WHEN REQUIRED FOR PROTECTION FROM WEATHER AND VANDALISM OR TO ALLOW USE OF SPACES FOR WORK UNDER OTHER SECTIONS. SUBMITTALS . 1 SHOP DRAWINGS -SUBMIT COMPLETE SHOP DRAWINGS FOR BEAMS DRAWINGS SHALL SHOW LENGTHS, AND CUTS, ETC .. CERTIFICATES BEFORE DELIVERY OF MATERIALS, A CERTIFICATE OF COMPLIANCE FOR THE PRESERVATION AND PRESERVATIVE TREATMENT OF BEAMS SHALL BE SUBMITTED TO THE ENGINEER. METHOD OF TREATMENT ALL LUMBER SHALL BE PRESSURE TREATED WITH CCA OR ACA PRESERVATIVES, EQUAL TO A MINIMUM RETENTION OF ,5 CU81C FOOT FOR 2"' X 4"' X 6" AND 0.60 POUNDS PER CUBIC FOOT FOR 6" X 10·• BEAMS, DA TO REFUSAL IN ACCOROANCE WITH THE AWPA C-2 STORE, HANDLE AND FIELD TREAT IN ACCORDANCE WITH AWPA M-4. DELIVERY AND STORAGE'S PROTECTION • STORE LUMBER BEAMS OFF GROUND IN A MANNER TO INSURE PROPER VENTILATION ANO PROTECTION FROM WEATHER, DECAY, AND INSECTS. STORE UNDER COVER AS REQUIRED TO AVOID MOISTURE. PRODUCTS MATERIALS ' 1 . 2 ,3 FRAMING LUMBER • FALL FRAMING LUMBER SHALL BE DOUGLAS FIR (COAST REGION), STANDARD SIZE 545, FREE OF HEART CEN'l'EA, AIR DRIED ro 15 PERCENT MOISTURE CONTENT AT TIME OF CONSTRUCTION AND SHALL BE WCLIB GRADED NO. 1. NAILS -COMMON WIRE NAILS, HOT-DIPPED GALVANIZED WHERE EXPOSED TO WEATHER. 80LTS • ASTM A307, GALVANIZED FOR ALL EXTERIOR ITEMS AND WHERE EMBEDDED IN CONCRETE. PROVIDE MALLEABLE IRON OR HEAVY STEEL PLATE WASHERS As REQUIRED WHERE HEAD OR NUT BEARS ON WOOD BOLTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER FABAICA TION. EXECUTION STORAGE OF MATERIAi la LUMBER AND TIMBER ON THE SITE Of THE WORK SHALL BE STORED IN PILES. TREATED TIMBER SHALL BE CLOSE-STACKED AND PILED TO PREVENT WARPING. THE GROUND UNDERNEATH AND IN THE VICINITY OF ALL MATERIAL PILES SHALL BE CLEARED OF ALL WEEDS AND RUBBISH. WOB.KMA!:!laliJ.P SHALL BE FIRST CLASS THROUGHOUT. NONE BUT COMPETENT CARPENTERS SHALL BE EMPLOYED AND ALL FRAMING SHALL BE RUE AND EXACT. UNLESS O'l'HERWISE SPECIFIED, NAILS AND SPIKES SHALL BE DRIVEN WITH JUST SUFFICIENT FORCE TO SET THE HEADS FLUSH WITH THE SURFACE OF THE WOOD. DEEP HAMMER MARKS IN WOOD SURFACES SHALL BE CONSIDERED EVIDENCE Of POOR WORKMANSHIP AND SUFFICIENT CAUSE FOR REMOVAL OF THE WORKMAN CAUSING THEM. 3.J 3.4 3.5 3.6 3.7 3.8 TREATED TIMBER SHALL BE CAREFULLY HANDLED WITHOUT SUDDEN DROPPING, BREAKING OF THE OUTER FIBERS, BRUISING DR PENETRAllNG THE SURFACE WITH TOOLS. IT SHALL BE HANDLED WITH ROPE SLING. CANT HOOD, PIKES OR HOOKS SHALL NOT BE USED. ALL CUTS SHALL BE TREATED IN ACCORDANCE WITH AWPA M4. BOLT_liOLE.S BOLT HOLES IN BEAMS SHALL BE DRILLED 1/16 INCH OVERSIZE. NAIL HOLES NAIL HOLES IN DECKING SHALL BE PRE-DRILLED. A WASHER OF THE SIZE AND TYPE SPECIFIED SHALL BE USED UNDER ALL BDL T HEADS AND NUTS WHICH WOULD OTHERWISE COME IN CONTACT WITH WOOD. THE NUTS OF ALL BOLTS SHALL BE EFFECTIVELY LOCKED AFTER THEY HAVE BEEN FINALLY TIGHTENED. COUNTERSINKING SHALL BE DONE WHENEVER SMOOTH FACES ARE REQUIRED, HORIZONTAL RECESSES FORMED BY COUNTERSINKING SHALL BE PAINTED WITH HOT CREOSOTE OIL, AND AFTER THE BOLTS ARE SCREWED IN PLACE, SHALL BE FILLED WITH HOT PITCH. STRINGE..B.S STRINGERS SHALL BE SIZED AT BEARINGS AND SHALL BE PLACED IN POSITION SD THAT KNOTS NEAR EDGES WILL BE IN THE TOP PORTION OF THE STRINGERS. OUTSIDE STRINGERS WILL HAVE BUTT JOINTS WITH THE ENOS CUT SQUARE, INTERIOR STRINGERS SHALL BE LAPPED TO EXTEND PAST THE CENTER LINE OF THE CAP AT EACH END. BLOCKING BLOCKING AND MISCELLANEOUS FRAMING TIMBERS SHALL BE OF THE SIXES AND AT THE LOCATIONS INDICATED. ALL SHALL BE ACCURATELY CUT, AND CAREFULLY FRAMED AND ASSEMBLED, AND SHALL BE SECURELY FASTENED AT ALL CONNECTIONS AND BEARINGS, ALL AS IS NECESSARY IN PROVIDING RIGID CONSTRUCTION, AND TO SUIT THE VARIOUS CONDITIONS. fila.C.TION 09200 LATH AND l'J.ASI.la.!LlSIUC.CQl PART 1 • GENERAL 1 .1 CODES AND REFERENCE STANDARDS: IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE MATERIALS HANDLING AND WORKMANSHIP PROVISIONS OF CALIFORNIA LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION (CLPA). 1.2 SAMPLES: PREPARE TWO 24-INCH SQUARE SAMPLES OF EACH FINISH FOR APPROVAL BEFORE STARTING ANY WORK OF THIS SECTION. COMPLETED PLASTER WORK SHALL MATCH THE APPROPRIATE APPROVED SAMPLES IN EVERY RESPECT. £All. LZ . ..:. • .PB.@ sic I l> 2.1 M.ilA.L.._P.LASTERING ACCES.S..OB.1.E..S.: ALL SCREEDS AND OTHER METAL ACCESSORIES SHALL BE STANDARD SHAPES FOR THEIR INTENDED USE AND SHALL BE FABRICATED FROM 26 GAUGE OR HEAVIER HOT-DIPPED ZINC GALVANIZED STEEL, PRIME-COATED, AND COATED WITH A PROTECTIVE MATERIAL TO PERMIT REMOVAL Of OVERSPRAY AT COMPLETION OF PLASTERING. 2 . 2 LAT.lilli G _MAT .E.B.lAJ..S .. Allil._AC.C.E.SSQfillc.§.: 2.3 2.4 J. 1 3,2 . 1 WEATHER RESISTANT PAPERBACKING: CONFORMING TO F.s. UU·B· 790A, TYPE I. GRADE El. .2 .J .4 ,5 . 1 .2 • 3 .4 . 1 .2 . 1 ME.IAL.__L_A_T_H_:_ FLAT DIAMOND MESH OR JIB-INCH TYPE; WITH GALVANIZED COATING; OF WEIGHT TO SUIT APPLICATION. !iAJ.YANIZED PAPERBACK WELDED WIRE_J.Alli; K-LATH CORP., OR EOUAL. INSIDE AND OUTSIDE CORNER MESH: MINIMUM 26~GAUGE STEEL WITH GALVANIZED FLANGES OR CLIPS SHAPED SO AS TO PERMIT COMPLETE EMBEDDING IN PLASTER; MINIMUM 2 INCH X 2 INCH SIZE. A.HJ;HORAfi..E.£: TIE WIRE, NAILS, SCREWS AND OTHER APPROVED METAL SUPPORTS, OR TYPE AND SIZE TO SUIT APPLICATION AND TO RIGIDLY SECURE LATHING MATERIALS IN PLACE: GALVANIZEO COATED. PLASTER, CEMENT FOR PLASTER SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE IL GUN PLASTIC PORTLAND CEMENT MACHINE APPLICATION OF BASECOATS SHALL CONFORM TO ASTM C-7BA, TYPE I OR II. PLASTICIZING AGENTS MAY BE ADDED IN MANUFACTURING PROCESS NOT 10 EXCEED 12" OF THE TOTAL VOLUME. SAND USED FDR PLASTER SHALL BE CLEAN AND WELL GRADED FROM COARSE TO FINE, AND SHALL CONFORM TO ASTM C 144. WATER USED FOR PLASTER SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACID, ALKALI, AND ORGANIC MATERIALS . COLORED STUCCO Eltfl.Sli__!;_QAL FACTORY MIXED ANO COMPLYING WITH THE GENERAL REQUIREMENTS OF THE ··sPECIFICATIONS AND STANDARDS Of MANUFACTURED STUCCO FINISHES" PREPARED BY THE STUCCO MANUFACTURER'S ASSOCIATION. El!RBll:!!:L.AND LATH INSTALLATION; ERECT METAL FURRING AND LATH AS REQUIRED FOR CEMENT PLASTER IN ACCORDANCE WITH CLPA. INSTALL MEMBERS TRUE TO LINES AND LEVELS AND TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8-INCH IN 10 FEET IN ANY DIRECTION. PLASTEBINJ:i; CONCRETE OR CONCRETE BLOCK: BROWN COAT: SCRATCH AND BROWN TO TOTAL 1/2"' THICKNESS. BROWN COAT SHALL BE BROUGHT TO A TRUE EVEN SURFACE BY RODDING AND FLOATING, AND LEFT ROUGH, READY TO RECEIVE FINISH COAT. 3.3 3.4 . 1 M.EIP.L LATH: S!dlJI.TCH COAT: COMPLETELY COVER MESH LATH IN ONE HEAVY COAT APPROXIMATELY 1/2" THICK. BROWN COA,L SCRATCH AND BROWN TO TOTAL 7/8" THICKNESS. BROWN COAT SHALL BE BROUGHT TO A TRUE EVEN SURFACE BY RODDING AND FLOATING, AND LEFT ROUGH, READY TO RECEIVE FINISH COAT. FINISH COAT: SEE PLAN FOR FINISHES TOLER A li.C..E,S.: FINISH ALL PLASTER TRUE AND EVEN WITHIN A TOLERANCE OF ONE IN 500, LEAVING THE FINISHED SURFACE FREE FROM TOOL MARKS AND ALL OTHER BLEMISHES. CLEANING AND PROTECTION: IN ADDITION TO ALL OTHER PROTECTION, PROTECT ALL ADJACENT FINISHED SURFACES FROM THE ACCIDENTAL APPLICATION OF PLASTER. SECTION O!JllQ PAINTING 1. 7 2.1 REGULATORY BEOUlflEMENTS ALL MATERIAL AND APPLICATION OF MATERIAL SHALL COMPLY WITH THE PROVISIONS IN ALL AIR POLLUTION CONTROL REGULATIONS. MATERIALS . 1 DESIGN IS BASED ON USE OF PAINT PRODUCTS MANUFACTURED BY SINCLAIR OR EQUAL. . 2 COLORS AD INDICATED ON DRAWINGS. . J UNDERCOATS AND THINNERS -PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COAT. USE ONLY THE THINNERS RECOMMENDED BY THE PAINT MANUFACTURE, AND USE ONLY THE RECOMMEND LIMITS. INSOFAR AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND THINNER MATERIALS AS PART OF A UNIFIED SYSTEM OF PAINT FINISH, . 4 THINNER • AS RECOMMENDED BY EACH MANUFACTURER FOR HIS RESPECTIVE PRODUCT. .5 STANDARDS· PROVIDE PAINT MATERIALS WHICH MEET OR EXCEED THE STANDARDS LISTED FOR EACH APPLICA TIDN. LP=AR~TL..L1 __ .,.GEN.ERA1 A.P.e.LLC.ATION EQUIPMENT 1 . 1 1. 2 1. 3 1. 4 1 . 5 1 . 6 r GENERAL CONDITIONS THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. SJ.1.MMAB.l'.; THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS If REPEATED HEREIN. • 1 DESCRIPTION • DEFINITIONS; THE TERM "PAINT", AS USED HEREIN, MEANS ALL COATING SYSTEMS MATERIALS INCLUDING PRIMERS, EMULSIONS, EPOXY, ENAMELS, SEALERS, FILLERS AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COATS. • 2 DUALITY ASSURANCE A. PAINT COORDINATION: B, REVIEW OTHER SECTIONS OF THESE SPECIFICATIONS AS REQUIRED, VERIFYING THE PRIME COATS TO BE USED AND ASSURING COMPATIBILITY OF THE TOTAL COATING SYSTEM FOR THE VARIOUS SUBSTRATE. C. FURNISH INFORMATION ON THE CHARACTERISTICS OF THE SPECIFIC FINISH MATERIALS TO ENSURE THAT PRIME COATS USED ARE COMPATIBLE . D. PROVIDE BARRIER COATS OVER NON-COMPATIBLE PRIMERS, OR REMOVE THE PRIMER AND RE-PRIME AS REQUIRED. E. NOTIFY THE ENGINEER IN WAITING OF ANTICIPATED PROBLEMS IN USING THE SPECIFIED COATING SYSTEMS OVER PRIME COATING SUPPLIED UNDER OTHER SECTIONS. SUBMITTALS .1 MANUFACTURER'S DATA A. COMPLETE MATERIALS LIST OF ALL ITEMS PROPOSED TO BE FURNISHED AND INSTALLED UNDER THIS SECTION B. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. C. FOR INFORMATION ONLY, SUBMIT TWO COPIES OF MANUFACTURE'S SPECIFICATIONS AND APPLICATION INSTRUCTIONS FOR EACH MATERIAL. SAMPLES SUBMIT FOR ENGINEERS REVIEW. EB.9DUCJ HANDLING .1 DELIVER ALL MATERIALS TO THE JOB SITE IN UNOPENED ORIGINAL CONTAINERS BEARING THE MANUFACTURE'S NAME AND LABEL. • 2 PROVIDE PROPER STORAGE TO PREVENT DAMAGE TO AND DETERIORATION OF, PAINT MATERIALS. ' . 3 USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS OF THIS SECTION BEFORE. DURING AND AFTER INSTALLATION AND TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES. • 4 IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER. JOB CONDITIONS . 1 Do NO APPLY SOLVENT THINNED PAINTS WHEN TEMPERATURES OF SURFACE TO BE PAINTED ANO THE SURROUNDING AIR TEMPERATURE ARE BELOW 45 DEGREES F .• UNLESS OTHERWISE PERMITTED BY THE MANUFACTURER'S PAINTING INSTRUCTIONS. . 2 DO NOT PAINT IN RAIN, FOG, OR MIST; OR WHEN THE RELATIVE HUMIDITY EXCEEDS 85%; OR TO DAMP OR WEST SURFACES. 2.3 PART 3 3. 1 3.2 3.3 .1 GENERAL • FOR APPLICATION OF THE APPROVED PAINT, USE ONLY SUCH EQUIPMENT AS IS RECOMMENDED FOR APPLICATION OF THE PARTICULAR PAINT BY THE MANUFACTURE OF THE PARTICULAR PAINT. . 2 COMPATIBILITY • PRIOR TO ACTUAL USE OF THE APPLICATION EQUIPMENT, USE ALL MEANS NECESSARY TO VERIFY THAT THE PROPOSED EQUIPMENT IS ACTUALLY COMPATIBLE WITH THE MATERIALS TD BE APPLIED AND THAT THE INTEGRITY OF THE FINISH WILL NOT BE JEOPARDIZED BY USE OF THE PROPOSED APPLICATION EQUIPMENT. OTHER MATERIAi S ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK OF THIS SECTION, SHALL BE NEW FIRST QUALITY Of lHEIR RESPECTIVE KINDS. CONFORMING TO THE STANDARDS OF THE INDUSTRY. EXECUTION SURFACE CQN..QillQliS .1 INSPECTION • PRIOR TO INSTALLATION OF THE WORK OF THIS SECTION, CAREFULLY INSPE<.. r THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE PAINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT PAINTING MAY BE COMPLETED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S WRITTEN RECOMMENDATION. . 2 DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN FULLY RESOLVED. MA TE R I AL s P FlE.e.ARAllil..N .1 MIX AND PREPARE PAINTING MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS . . 2 STORE MATERIALS NOT IN ACTUAL USE IN TIGHTLY COVERED CONTAINERS. . 3 MAINTAIN CONTAINERS USED IN STORAGE. MIXING, AND APPLICATION OF PAINT IN A CLEAN CONDITION, FREE FROM FOREIGN MATERIALS AND RESIDUE. SURFACE PREPARATION . 1 .2 .3 . 4 • 5 PERFORM ALL PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. PROVIDE SURFACE APPLIED PROTECTION TO ITEMS NOT SCHEDULED TO RECEIVE PAINT FINISH PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. CLEAN EACH SURFACE TO BE PAINTED PRIOR TO APPLYING PAINT DR SURFACE TREATMENT. REMOVE OIL AND GREASE WITH CLEAN CLOTHS AND CLEANING SOLVENTS OF LOW TOXICITY AND A FLASH POINT IN EXCESS OF 100 DEGREES F., (38 DEGREES C.) PRIOR TO START OF MECHANICAL CLEANING. SCHEDULE THE CLEANING AND PAINTING SO THAT OUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT FALL ON WEST, NEWLY PAINTED SURFACES . -APPHOVED FOR PLANTING AND IRRIGATION ONLY ' II AS BUil T" INCLUDING PRECISE RCE --~ EXP. LOCATION OF PL·\NTING AREAS. REVIE'll£D BY: CONSTRUCTION SPECIFICATIONS FOR FOUR SEASONS RESORT AT AVIARA NORTH VILLAGE DATE A APPRO l.t':D ~ ~ !, / J -, / t; l.,11HIH,l!H~ Ard11lcclurc • P!.HHlil\g / ~ r 1..~ o,,C. • 1'::'' if LI Joli., Ccnlrc II ~A~SS~IS~T~A~N:::T=P::::'l..);:1;i::::::::N:::lfl::1G~O::::IR:::E:::C::::T~O~R~~:=::,:=:===;;;;::::DA;:::TE::::~ ')255 To"'"' Ce11lre Drive. Suilc 340 t"-rio~Ann;,l..:INl;;;ll;.Al.,1-------------------+-0-,_-:TE-+-IHl-ll,IJ.---l---0A-n;---l-..,-11-"1.---1 OWN BY: I PRO..E:CT NO. I DRA'MNG NO. s.,11 D1eg11, CA ?ll~l-30112 ENQNUII OF"°"" REVISION DESCRIPTION CHKD BY: ---CT 95-{)2 346-7M 61 'J 550-1575 • l'.u 550-1580 =================--------L011iER:_:::_:"':f'PR::.::O~W::_J .. l__::0:_:1Y.:_:"":.::•:RO:"::Al:Jl..::R:VWO:;:::::;:B::Y:::=:=:=:.!==========.:::::=::;::=:::~ ' l I j J. 4 e.AJ.lil____A£__f>_UCATION . 1 BRUSH APPLICATION. .2 • J SPRAY APPLICATION -WHEREVER SPRAY APPLICATION IS USED, APPLY EACH GOAT TO PROVIDE THE EQUIVALENT HIDING OF BRUSH APPLIED COATS. DO NOT DOUBLE BACK WITH SPRAY EOUIPMENT FOR THE PURPOSE OF BUILDING UP FILM THICKNESS OF TWO COATS IN ONE PASS. DRYING • ALLOW SUFFICIENT DRYING TIME BETWEEN COATS . MODIFY THE PERIOD AS RECOMMENDED BY THE MATERIAL MANUFACTURE TO SUIT ADVERSE WEATHER CONDITIONS . . 4 COMPLETED WORK SHALL MATCH THE APPROVED SAMPLES OF COLOR, TEXTURE AND COVERAGE. REMOVE, REFINISH, OR REPAIR ALL WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. r I\ L.--.m..lscap~ Arcldlccture • rt.inning L.1 Joli., Ccnlrc II 9255 Towne Cculrc Drive, S"ilc 340 San Diq;o, CA ?2121-3002 619 sso-1s1s • r ... sso-1sso OA TE 111111Al [N<lllEIROFWORI< REVISION DESCRIPTION ....__ '• I •APPROVED FOR PLANTING AND IRRIGATION ONLY "AS BUil T" • INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE ~--EXP. REVIEWED BY: APPROVED -/;5tJf ASSISTANT PLANNTI'lG C1AECTOA OA TE INITIAL DA TE INITIAi. OlY APPROVAL DWN BY: I PRO..ECT NO. CHKO BY: CT 95-02 RV'M> BY: DATE ;?.t:,, f.z DATE, I DRA'MNG NO. 346-7M ' i I i ' ' I I • ! I • t r • • / / ;/ ;, . . ' ... ·-\/;. . ~-"<·-.. Dote Plotted• 7/25/96 • j 1.,-1J1·, ,,, u•,..r,r:1~1".,rrr, ;,~,.1. i•w,,-, ,:::,··, :: "1 / /'' KEY MAP NO SCALE -. ; ........... I ... - 1 CAPPED MAINLINE W/COMMON -- " ~~-:-,l,~J\ . >;.: ,~~~~:t?{_v:~~: J~~ ,,._,....,,u,\ \\., \ . \ ',· CK7 I/ 21.p.7 CK10 ~---,, ___ 'To' \ ' ',II,\ . . .,.... • h . "'I) --0. " •. -')-~ -r:: --<..J-" --{)-_ . • '\, : ·1 : '• '., ...... __ ----------.. OK6 1" J05cR5 CK2 1'¾ 2~1 !J.8.'? \:CK3 1'' r,q U-~SONS --~ I "'d-'~.H11 (J:r.0- ·-..... ,,,. '·,~-. .--·/·~ ,.,,, .. ~-, .. ,"' :-._ ·:--.:~-'t:• ..... 3 ...... ' .. , . ' ~ <? ' /' . '·,., ~r~ ~UH . ···14 ~,i~ .. _,,. ...... -.--' S$lJ~~-~ PRESSURE/ : w, 8O.OSTEli P Ji!G ./. ION: CONTFJC:iLL-ER i.f: ( .. -~--- / D 257 FT,. ·· i,·sf· ,fa PSI .... " - MOUNT.ED XISTING)'· ' .. ER (EXISTING) . ·. ( •·•·"'-· ...... ~.•~•., ::::--~~~"-y>~ ◄ . .,, .. I t)~:::::!--~-:-tr,.;.:...:..:~ !4Jl.l~'lf'"1VALVE (EXISTING • 203&.0RISWOlD) FLOW METER (EXISTING) • . ' PRESSURE REGULATION .. NOT R!QUIR~D . MOTE·· · , . .. .. •' , ',(,, ,...,-✓_:."',;A:.,, . ' : • ..z0Nlt 2 / / / . / . 2-'.... . . . . .. •·' . ' . . ' ' ' -. ., .. /.']/ .. 'OAST/!IL' COHH!SSION . -~-/ · ... FO RES~IC,T£0 //REIi / ✓~F$t ✓- . . '<t~W )t~ ,, ·.: ·_/; (-1~~~ ,• ~. ~ --4....=;~"""-'.' ' --·-. . CONTRACTOR SHALl PROVIDE. ANl;l IN'STAlL M,_ST!lfl · VALVE WIRES {#14 GA.) .. FROM EACH CONTROLLER TO MASTI/R VA_LVE. AND· 'COW,PUTER WjRES FROl-1 ·. . CONTROLLER TO 'CONTROLLER FOR FUTOl'!i; ,IRRl(lATtON, VERIFY (,ONN-ECTJo'N PROCEDURE WITH PTS,: (DARYL . GREEN , 714 454·5009 . ' . / /r// ••,/ "'1.-<. / // / ,'/· ///. . . .. / 'j, '.• _'I:, / .. · .... 20 ..r , ''' , . 0 · 10 z r l " 20 GRAPHIC SCALE IN FEET • " j, ,· • :I, -~~- 40 '',:'. ' Lllncltloape Arollllecture • Plannln1 La ,ona Cantre II noo To•n• Centre Drl••· Suite 340 Sen Dle10, CA 112121 ·3002 818.000.10?0 • , •• &00.1080 II AS BUil T" APPROVED FOR PLANTING f}.. ,,661,~ 1 ~ AND IRRM;ATION ONLY ~-~ z,1~14::1 INCLUDING PRECISE , Rl.,11.., 166],3\·0I DATE LOCATION OF PLANTING AREAS. REVIEW~ -~Y• -k:'C::J4o/- INSPECTOR ~ CITY OF C RLS DATE D +---L...!J._J PLANNING DEPARTMENT t---1--+----~----------+----+--'--+----,1---1 t---+---+----------------+---+----1---4----1 LANDSCAPE IMPROVEMENT PLANS FOR, FOUR SEASONS RESORT AT AYIARA REVISION DESCRIPTION DIITE INITIAL DIITE OTl£R APPRCVAL CITY /IPPROVIII. INITl~L WN BY, PROJECT NO. I DRAWING NO CHKO BY1 RVWD av,--CT 95-02 34&-7M -" ., ~ ll < ,I ____________________ __,~"-I CMWDN0.8~ ... .-. I I I • . ' " ' . . , ' . \• ,;·~:\ ' ' EXIST! G P. . . "D" (RECLAIMED) HYDRAULIC GRADIENT 384 FT. · ELEV.ATION , @· P.O.C, 237 FT, '. STATIC PR!,SSURE 64 PSI . ' \> '\ ' DISCHAFIGE: MIN. 7.8 GPM DISCHARG1: MAX 130 GPM 2,,4 STATION· ¢0NTROLLER :c.E'.'.(EXISTING) -_\. 2,,4 STATION ~NTROLLER !:.CJ.:: PROPOSED .... 6" GATE VALVE\(EXISTING) • 3" WYE STRAINER·. (EXISTING) . '3" }nll'STER VALVE'c.:,(EXISTINQ,..,, 2D30 G'RIS,W._OLD): 2 IJliFLQW METER (ElqSTING) . . . _ '. · ) PRESSURE REGULA't)QN. NOT REQUIRED •. , \,<'' ' '· ' -~ . ' \ ... -.' :,: ,_,,-' •" '., • NOTE · ,, '·,, CONTRACTOR SHALL ~OVIDE ·AND INSTALL MASrER VALVE_ WIRES (#14 GA.) ,FROM EACH CQN'T.ROLLER TO MASTER VALVE AND COMPUTER WIRES.•FROM CONTROL_LER TO CONTROLLER FOR Fl,J.TllRE -IRRIGATION,' · VERIFY CONNECTION l'ROCED,UR'E. Wlffi PTS., (t/ARYL J.1..-f'•··i' GREEN • 714 454.5~-. ' \ • ii-' ·t ., ,.1>'-'/"•~-~-.... ,'T . ( -· ::, ,~ ,: ·:· KEY MAP NO SCALE· . . ' ' . ", ' . ·. X \., · .. \ ·-, \9' ~--· , ·._ ' ! \: 1"' Dote Plotted: 7/25/96 ,i.J,, i' l ,,.,' ·•~r - .,1 / ,, '2.2, I ----- ,-.·;• , ' ,,;_ ~:,. . ,, ,-..._, '.~-·! ' CL9 <'i\ ,' .· . ' . ·. :' ''"»-.'~:. "'. ' \ ;' • ·. '. ' ~y: \ ' 1-1·· ', '· ' ,, .. -, I • • "II< I l 1 · 1i,i:;,1Al ~~,ii, I '1" Q.115 CL20 1" t/. ,c.t..11 . . --~- / ___ ~~ ·. __ ) I ' ' . " " ~ ., ~ 1'1>-11-l I 1 ~;, . ~I~~\ ,. /0 ,, ' , .... _\'' '. '.'"). " \, :-: .~. . ' ' 11'1 ' Ii . ,-· .-·, .. ,. ;~~-.. ·-<\" . , ' .•,. • " ~-'.-~ !""-', -.~"', ' ':\· {_ ,, " • ' :z. l!l"\'2!3 . , ~\ ___ . \ Qi-<.. 1-.· , \ E . ~•i.1r£\ \\_.-----20 \.;'-rt>o~~o~7o - . .. .. ..... •~,:, .;~·;,ci 40 ----~-:.~·:tf\·~;;•· GRAPHIC SCALE IN FEET '"~·-:. "• ... ,.:.... . . .... . ,, ,, .. ,.,, - \ ' ·,·-'\ ' • ' . ·;.-. l'ATION CONTROLL~R "C . '.' PEDEST, L_'MOUNT_~~ "'· \'_· .. EXACT' LOCATtON W/OWNl,:R · . . . . "• ' . . ,, ,-._ ,_, ·:·-~•'. . ·. ·,_ N CONTROLLE!,q "CN''.F>l!:l;lEST ·. MOUN.fEb r '\ CT LOCATiON W/ OWNER ' ' \. NOTE · · , ·-. ', . \ . .·. CONTRA<;TO SHAtL PROVIDE AN!:) ,INSTALL ',MASTER \iAL'JS'. IRES (#14 G .) FROM_ EACH._CONTAqLLER O MA9TER LVE AND OMPUTER WIRES FROM CONT LLER TO \ C Ni'ROLLER . R FUTURE IRRIGATION. YE FY P OCED'URE WltH. PTS. (DARYL. REEN·, 7'14. \ \\ • ' \ .... \ \ ·, \>',..; \ \ ' \ / \ \·· \ \ \ Lan•oape AroblLNL11ra • Plannlna La Jolla C.nLre II -. , APPROVED fOR .PLANTING AND IRRIGATION ONLY . INCLUDING PRECISE LOCATION OF PLANTING AREAS. 112M Towne CenLre Drive, S111le MO Ian Dle10, CA 112t2t-3002 8111.&&o.Jri'l'& • Fax &&o.1680. DATE REVIEWED BY: INSPECTOR DATE I l ' I I j I • I ' ' / / / I ' •, •, ' . I I I / / I I I KEY / / / I I MAP NO SCALE I I I : I /I I ii I • "CP" .2.! STATION CONTROLLER -"''-'--PEDESTAL MOUNTED . V.l;RIFY EXACT 'LOCA-TION WI OWNER 1 .. ···•··"·z . , ,, , •. .• I ·; ·' I 1 • , ' NOTI!··· · ·":? ............. .,.,! .. , •/:·,,. i. ., CONTRACTOR SH.ll.L PROVIDE AND INSTA'Lt,'.MASlER vA&·e ··, W1RES .. (#tA:.GA,) ,'·FROM EP,()l't CONTROl,,Ll!:R 1'0 MASTE)'I VALVE AND COll'i!pUTER W:lfiES FROM.,CONTROL1.E.R T.O , CONTROtLER FOft': FUTUR!Z IRR10ATION ... VEFUJ'V· · · f· CONNECTION ~OCEDURE' WITH PtS. (DAFtYL GREEN:. 714 454-5009 .. · " ,., • ' · ' ', -ie-----7~:;ry· / ~~ ~ / ~-~ I . . . •. ! , . .. \ , , / ...• ~✓M~IN~-. ~: .. -. ,,,~-. • ........ _,... . . . . , " _,.•·' . y.· ,,./ .. ... ,,, ... - -:11:,' .. ·-.... , 1' ' 1' ! .i i ! ; i i _; : i/'!.",r ' ' ---·-------....... __ ,, -- . I / ,, - ,;:,<t •• ..,, (1 ,/ ·•~·,e"'"~~:c~:ci.·:0:_ ..... ,,... ' l, } '.\ '-, \,-·, .,..~ \,, ..... ,JI -'\~. \ / \. \\::( ~\.: .... \,, -----.. ---- -~.; '-, ~ .... \ .. ' ~. ... ', . ,,,~ "\. . . "· '•· / . . ,. ::"~.:,NA.IN ;"!"9-o11 ·· . ~,~~-.. I ; . ' .... ' '' ,. II!\, ..... , • ,. . ', .. . . ~~--c...··~·- CP17 ------ / -- , COtllS TAl .. COMM, 55/0N EO RESTRICTED tllRE/f 1" 11.1 ..,,,...-z·-...-- 20 0 10 20 40 ----GRAPHIC SCALE IN FEET ENGINEER OF WORK REVISION DESCRl'PTION CP20 ... ····· 1'' 16.~ ·. CAPPED MAINLINE / APPROVED FOR PLANTING . AND IRRIGATION ONLY INCLUDING. PRECISE LOCATION OF PLANTING AREAS. Landao•pe Arohllaclure •. l'lennlna L• ,oll• Cenlre II te6I Towne Cenlre Drive, !!tulle S40 !!Ian Dleao, CA 112121 ·3008 819.&60.lll'l'II • P•x IIIIO.lll80 BUil T" j/4~4 RtA-12-,-7_ DATE LANDSCAPE IMPROVEMENT PLANS FDR1 DATE 1"41TIM. 0Tt£A ll'PROV AL l)jl!T£ INITIA!.. CITY N'PAOVM. FOUR SEASONS RESORT AT AYIARA, Y, f;HKO BY, __ _ RVWD Y: PROJECT NO. CT95-02 DRAWING NO. 34&-'.7M 10·01·e•P'[ll10·1·1e·d-:.•7"';2!!'!,.5"'1"!!'9'!!!!s-.. •. -.,-.. -. -.-,-'.. -.. -. _________________ ...;. ___________ .;... ____________________________________________ T ____________________________________ ,._ __________________ C:W-1:-::.~0~N0".':"."".8:~:--:::-:~ ,... ~1 a,,,: ,C le ..,.. ·~ u.> .!!, ; 01 ct J • lr ' • I I HYDRAULIC (iRAl:UENT ELEVATION @ P.O.C. ·,.,, .. STATIC-PRESSURE • ,. • J • _) E17 1'1 11: O·l_;,,.,. I _1-; ir.r"I -1_----"' .... POT AB E} 384_ FT. 237'•FJ_,'.\ . 64. PSI"" FA& ,. • : v' ,. : OISCHARGE. JIJllN. 8.7 GPM.. ,, ,, . , · ? , CISCHARGE MAX· 27.5 GPM ·· ··-' ' . ' ' ' ' ,: ~ .. ~ ;. tl STATION CONTROLLER "l!A'' PEDESTl\L MOU-lh"ED \. ,. •t:1/2'; ~~TER METER ' ·, \, ~ · ::•' ~ i•1/2" REDU.CEO· 'PRESS UR!: B,I\CKFLOW" PR FiVs.NTEIR 1-1/2" WYE SmAINER 1-1 /2" ' MASTER VALVE 1·1/2" FLOW METER PRESSURE REGULATION NOT ' , ' ' ' .. , . ' ' ' NOTE · '-\ , • Ill~ ···\, "'.'·· ,. ,. ' I ' I 1'' CR CON'l'RACTOR SHA.LL PROVIDE AND_ INSTAI.L MflSTEJ;\ VAL\tf;_ WIRES (#14 GA.) FROM EACH CONTROLLER _!ti'•MASTI;,R _ , , VALVE AND COMPUTER WIRES FROM CONTROLLER TO. .· · CONTROLLER FOR FUTURE IRRIGATION. VERIFY CONNECTION P,ROCEDURE WITH PTS. (DARYL GREEN. • 71'l I ' I \ (c:~\~----~l' ~, ~F\\~-r-·r1,,f::---· ,fl l&.13 -\ \ ' ' ' ' ' ' ' . ' 454-5009 ' . ,, ·,- ' • \ KEY MAP -NO SCALE ' ' ' ' ' ' ' , , . ' ---.. CE6_l__~ " 1i>fl+.1 . / ....,. .i;. , '' , , , : , ,• , · ' I 1 , .'.' ··. , ,· ., .. ' " ' ,• ' . ...,,,.i,.,, ' ' ' ,, ' ' ' / / \' ,' '\_:-). , ..... _; _ .. ,/:\~· ~ ,,,,'/\--_,,•-',, I_,. I,; ~:---::-.~~...,.-::l/ ·:~ .-< .. .. \ .,,,. \)~_;:-: .. ·'.~ ~ > ".' ----- -. ' ¾' : 1 ' (h: . . "' . ;-;_ . ;: )> ~ r ;a,: PA4 PA1" 1" l"1·6 J7.5 ,_ .,. ···"' ,. _,_, .. ~· ., . _ ...... , •• --- PA13 1 Ql.O ,• . _, .. ,' ·, ,•· ... · :--:··•, . ', '\ ~-. -~-_...-\\ ... .,._) \ -~-,,,·: . .•• -➔,--\ ,'"·C·,\ \•"-~ ' ,., ' ..I. '-.. , ',, . •' \ ;: :~'.;,' •' " . , . . . _,,,~\\\,, -, \ \ ', I \·· '.\ / ' . ' ·:,' PAS • ' 'A••• ' ,, .... ~ ' '·\ '-.. ------,v '~-,,},., '-. I '-. ...........--•' / /' PA11_ / .;(, .:.,' ~ ... . ..... , .. CE20 / \ . 10 / 0 / 5 10 / / / // 20 --------<GR~PHIC SCALE IN FEET> 1q.o: · ...... -----------1 , : ' ' IL.: • /.!-3' ~ . ' / ' . • "''·:" ', ," ('v • • / / , / ., • • Lendlc•~ ArchlLecLun • Plan11l111 Le Jolla CenLre II 1256 Town■ Ce11Lre Drl11e, SulLe 340 11--IIIIll Saa Dleao, CA 92121·3002 nt.1100.1070 • Fax 000.11180 / APPROVED FOR PLANTING AND IRRIGATION ONLY INCLODING PRECISE LOCATION ·. OF PLANTING AREAS . !"!L.J.LV' INSPECTOR IL T II 12,/27/47 .~'2L,.~"'I''.!,~ DATE 1r;/cr7 DATE rsBEii7 CITY OF CARLSB D ISHEETSI 1---1--+---------------+---l--+---t---l ~ PLANNING· DEPARTMENT 38 . ::=::::::::!.!:=:::::::::::::::::::::::::::=:::::::::::::;===~==: 1-----lr--+--------''----------t---t--+--t----l LANDSCAPE IMPROVEMENT PLANS FOR, \ FOUR SEASONS RESORT AT AVIARA l)jlT£ Il'ITIM. ENGIIEEA CJ" REVISION OESCRIPTION !)jiff INITIAL DATE INITIAL OWN Y: __ _ CHKO BY: ___ _ ~i O, •• sto "'u . ~ o I Z.2' -.. " .. -~ i o E '" C 0. z -,; . ., z ;r. L-----"!'!!"--------------------------...;;_ ________ ..;_...;;_ _____ ..;__~-------------------------..,;.-----------------------------------:~:::-i:i6'~~~JO~ Date Platted: 7 /25196 CMWD NO. 89-509 0THCR "l'PROVAL CITY Al'PAOVIL RVWD BY: ~-.....__. ____ , ··-··-···-·· IRRIGATION LEGEND -RECLAIMED WATER FULL HALF QUART. STRIP SYMBOL DESCRIPTIONIMANUFACTURERIMODEL NUMBER RAO. PSI. NOZ. PR. GPM GPM GPM GPM (X) v' w RAINBIRO PA-BS SHRUB SPRAY W/ HUNTER "'HCV'" ANTI-DRAIN VALVE 11' 15 15 2.39 260 1.30 0.65 -xvw RAINBIRD PA-8S STREAM SPRAY WI HUNTER ""HGV"" ANTI-DRAIN VALVE 17' 15,_ 22 ~_-91 --1-, 2.37 1.18 0.59 ~ RAINBIRD PA-85 STRIP SHRUB SPRAY W/ HUNTER ""HCV"" '°'NTI-DFIAIN VALVE 4'X26" 15 15SST 0.89 _,_ ~ 'ii' R'°'IN61RD PA·8S STRIP SHRUB SPRAY W/HUNTfR "'HGV'" '°'NT~DR ... IN VALVE 4'X13' 15 , J5~ST -0.59 • 0 'lS) RAIN BIRO 1804 • SAM LAWN SPRAY 11· ,_ 15 15 2.39 2-60 1.30 0.65 6 @ ·- AAINBIRD 1806-SAM SHRUB SPRAY 11· 15 15 2.39 1.30 0.65 0 (Ip RAINBIRO 1806 • SAM STREAM $PAA Y 17" 15 22 0.91 1-18 0.59 Q RAIN61RD 1806 -SAM STRIP SHRUB SPRAY 4"X26" 15 15SST -0.89 ~~ RAIN BIRD 1806. SAM STRIP SHRUB SPRAY 4'X13" 15 15EST . 0.59 >rj RAINBIRD 1804 · SAM STRIP LAWN SPRAY 4'X26' 15 15SST . 0.89 'q RAINBIRO 1804 • SAM STRIP LAWN SPRAY 4"X13" 15 15EST . 0.59 ,M•• RAINBIRD i B06 -SAM SHAUB SPRAY 9" 15 12 2.47 ,.so o_go 0.45 ' ---<i>" RAIN SI RD 1402 -BELOW GRADE BUBBLER (2 PER TREE) . 15 . -0.50 --■OB m RAINBIRD PA-BS· SHRUB BUBBLER WI HUNTER "HCV"" ANTI-DRAIN VALVE 5" 15 5 . 1.50 1.00 0.50 (o_Xf;D(QJ) AAINBIRD 1606. SAM POP-UP BUBSLER 5" -·~ 5 . 1.00 0.50 --. _, SHRUB ROTARY ON RISE:R STANDARD ANGLE <1X2X3) HUNTER PGS-3RV&ARV W/ FACTORY INSTALLED NOZ. ANO ANTI-DRAIN VALVE 38'·32' 30 9,7,4 0.32 420 2.60 1.20 - SHRUB ROTARY ON RISER LOW ANGLE 0)(a) HUNTER PGS-ARI/-LA WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 33'-27' 30 9,6 0.44 . 4.30 2.10 NOTE; ALL SPRINKLER HEADS LISTED '°'BOVE SHALL MAI/EA MANUFACTURER'S PURPLE CAP OR NOZZLE INDICATING RECLAIMED WATER ~ (e NELSON #7643 QUICK COUPLER • 1 "' ACME THREAD) -INSTALL WHERE SH0Wl1 (A_!'PROX. 150' O,C.\ -" RAINBIRD '"PESB" REMOTE CONTROL VALVE ~ 24-STATION CONTROLLERS BY: PACIFIC TECHNICAL SERVICE /PTS-$A·60-24EI CONTRACTOR SHALL VERIFY THAT PT$ (PACIFIC TECHNICAL SERVICE> HAS PROVIDED THE CURRENT SOFTWARE' UPGRADE TO THE CLIENT. CONTRACTOR SHALL 1/ERIFY THAT THE EXISTING CONTROLLERS ARE COMPATIBLE WITH THE PROPOSED NEW CONTROLLERS. (CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTIONS OF NEW CONTROLLER$ WITH EXISTING CONTROLLERS, MASTER VALVES & FLOW SENSORS-VERIFY WITH PACIFIC TE'CHNICAL SERVICE FOR ASSISTANCE) -.,.. GATE VALVE· NIBCO F-619 FLANGED LINE SIZE GATE VALVE (4"' AND LARGER) NIBCO T-113 LINE GATE 1/ALVE (3"" AND SMALLER\ NOTE; ALL VALVE BOXES LISTED SHALL HAVE A '"PUPRLE"' LID INDIC ... TING RE-CLAIMED WATER CLASS 200 PVC LATERAL LINE (MIN. 12"" COVER) "ALERTLINE"" NON-POTABLE ---PVC MAINLINE.(MIN-18'" COVER) SCHEDULE 40 PVC FOR 1-112"" DIAMETER AND SMALLER ANO CLASS 316 FOR 2" DIAMETER AND LARGER '"ALERTLINE'" FOR 3"" • 6-112"' IN DIAMETER PIPE (MIN. 24"" COYER), 6" ANO GREATER DIAMETER -36"" COi/ER ----IRRIGATION SLEEVES/ 2 TIME$ DIAMETER OF THE PIPE ENCLOSED)· PURPLE PIPE -- PRESSURE MA_INLINE. NON,PRESSUAE LATERALS & WIRES UNDER VEHICULAR PAVING· SCHEDULE 80 (MIR 30'" COVER) PRESSURE MAINLINE & WIRES UNDER PEDESTRIAN PAVING -SCHcDULE 40 (MIN. 18" COi/ER) NON-PRESSURE LATERALS UNDER PEDESTRIAN PAVING-SCHEDULE 40 (MIN. 12"' COVER) PRESSURE MAINLINE 6'" DIAMETER OR GREATER UNOEFI VEHICULAR PAVING· SCHEDULE 80 IMIN-48"" COVER\ CONTAOLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE COMMUNICATION CABLE SHALL DOUBLE JACKETED 14-2UF RAINSIRO MAXI CABLE OR EQUAL• INSTALL IN 1-1/4"" PVC PIPE . - INSTALL PULL BOX EVERY 200" W/WIAE SPLICE KIT-SEE SPECIFIC ... TIONS -W-POTABLE; WATER MAIN <BY OTHERS\ STATION NUMBER r"'\ GPM ~ VALVE SIZE-AUTOMATIC 1/llLVE NOTE; TECHNICAL SUPPORT SHALL BE oaTAINED THROUGH PACFIC TECHNICAL SERVICE-DARYL GREEN (714) 837-4737.0R PAGER(714) 454-5009 CONTROLLER CHART P.0.C. CONTROLLER MODEL NUMBER REMARKS E ""CF"' EXISTING #SA-60-24/FS·200 W/2"" FLOW METER "'CK" PROPOSED #SA·60·24E D "'CE"' EXISTING #SA-60-24/FS-250 W/2-1/2" FLOW METER '"CM" PROPOSED #SA-60-24E '"CN"" PROPOSED #SA-60-24E '"CP" PROPOSED #SA-60-24E #2 "'PA'" PROPOSED #SA-60-24/FS-150 W/1~1/2"' FLOW METER /POTABLE WATERI MASTER VALVE SHALL BE CONNECTED TO EACH CONTROLLER WITH A PAIR OF 14 GA. VINTL COATED WIRES <MIN. 18" COVER! CONTRACTOR SHALL RUN COMMUNICATION CABLE FROM EACH CONTROLLER BACK TO EXISTING CONTRQLLERS '"CF" & "CE'" AT EACH P.0.C. E&D COMMUNICATION CABLE SHALL BE MAXICABLE OR EQUAL· SEE LEGEND 'EXCEPTION P.O.C. #2 CONNECT TO CONTROLLER "CE" ________ .....__ ____ -__ .,,.., __ , ... __ , _____ , _ _,_,..,, ___ , _____ , ___ ..,_,_, .. _, .. __ ... .,_. .... , __ ,,.. ____ ,.., __ , ... __ ,.,. __ , __________ ...._ __ , __ --,----~----·--.... ··· ...... ---·--·----·-·--·-···-·--... -._, __ , _________ ..,. ... _ . ..., ........ ,,.. ....... _. ____ , ____ ,.. _________ ......, __ , __ .., ___ ___,,___ ____ .,., ____________ .., ......... .,.._._-----:--_______ '",_,_..., _ _,, ___________ .., _____ .... _________ .. ,_,_,.., __ __ OET_NO_ A A A - "' B B B B --- B B -- B B R --- A B C C F e H L P&O K&O M N IRRIGATION LEGEND -POTABLE WATER FULL HALF QUART. ---SYMBOL DESCRIPTION/MANUFACTURER/MODEL NUMBER RAD. PSI. NOZ. PR. GPM GPM GPM DET.NO- H .. ♦ RAINBIAO 1806-SAM SHAUB SPRAY 9' 15 12 2.47 1.80 0.90 0.45 B "••- CST • ON ID AAINBIRD PA-85 SHAUB BUBBLER WI HUNTER ""HCV" ANTI-DRAIN VALVE 5· 15 5 . 1.50 1.00 0.50 0.5 A @@(@ RAINBIRD 1806 • SAM POP-UP BUBBLER 5' 15 5 . 1.00 0.50 0.5 B ,. RAINBIAO 44LVC QUICK COUPLER• 1" THREAD) -INSTALL WHERE SHOWN (APPROX_ 150" 0.C.) F '--~ AAINBIAD '"PESB"" REMOTE CONTROL VALVE E ~er GRISWOLD 2030 MASTER VALI/E • SEE DRAWINGS !USE FACTORY EPOXY-FUSED COATING MODEL) E ["!II 24 STATION CONTROi.LEA BY: PACIFIC TECHNICAL SERVICE <PTS-SA-60--24E/FS-150\ W/AAINGUARD AUTO SHUT-OFF DEVICE. H (f FLOW METER SHALL BE DATA INDUSTRIAL 2508 (BRASSl 400 PSI MODEL• SEE PLAN FOR SIZE. I ,. FLOW SFNSOA CO.BLE c PVC JACKETl:O.TWO CONOUCTOFI CABLE. MANUFACTURED BY ARIZONA ELECTRICAL fABRICUOAS MOOE~ t8116-iS'P 61'1 FEBCO 825Y REDUCED PRESSURE B'°'CKFLOW PREVENTER W20 -.. '(' WIKINS MOOE!. YSSR "'WYE"" STRAINER J ~ GATE 1/ALVE • NIBCO F-619 Fl-"NGED LINE SIZE GATE VALVE 14'" AND L'°'RGER\ NIBCO T-113 LINE GATE YALI/E (3'" AND SMALLER) L . . . .. " CLASS 200 PVC LATERAL LINE IMIN.12"" COVER\ P&O -+-PVC MAINLINE IMIN.16"" COVER\ SCHEDULE 40 PVC FOR 1-1/2"" DIAMETER ANO SMALLER AND CLASS 315 FOR 2'" DIAMETER ANO LARGER K&O FOR 3"" -5-1/2" IN DIAMETER PIPE (MIN. 24"' COVl:A\, 6'" AND GREATER DIAMETER· 36'" COVEFI -------IRRIGATION SLEEVES ( 2 TIMES DIAMETER OF THE PIPE ENCLOSED!· PURPLE PIPE M PRESSURE MAINLINE. NON-PRESSURI;; LATERALS & WIRES UNDER VEHICULAR PAVING. SCHEDULE 80 !MIN. 30'" COVER) PRESSURE MAINLINE & WIRES UNDER PEDESTRIAN PAVING· SCHEDULE 40 IMIN 18"" COVER! NON-PRESSURE LATERALS UNDER PEDESTRIAN PAI/ING· SCHl;;OULE 40 IMIN.12"" COVERl PRESSURE MAINLINE 6" DIAMETER OR GFIEATER UNDEA VEHICULAR PAVING• SCHEDULE 80 (MIN. 48' COVER) CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMP.ROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE COMMUNICATION CABLE Sf1ALL DOUBLE JACKETED 14-2UF RAJNBIFID MAJl:I c'ABLE DR EQUAL -INSTALL IN f.1I4" PVC PIPr: N INSTALL PULL BOX EVERY 200' W/WIRE SPLICE KIT-SEE SPECIFICATIONS --_,, STATION NUMBER r'\ GPM ~~ . VALVE SIZE -AUTOMATIC VALVE NOTE: STAINLESS STEEL ENCLOSURE (NcMA APPROVED)/CONTROLLER ASSEMBLY SHALL H'°'VE '°' 5 YEAR WARANTEE, POWER SWITCHIGFI RECEPTACLE. TERMINAL STRIP AND SHALL BE OBTAINED THROUGH PACFIC TECHNICAL SERVICE· DARYL GREEN (714) 837•4737,0R PAGER (714) 454-5009 EXlSflNG IRRIGA.Tl()N LEGEND-RECLAIMED WATEFf ,.,, C .. ii f~-t'Jy):rNJ F°) RECLAIMED WATER POINT OF CONNECTION FOR LANDSCAPE IRRIGATION ~ -~ (GATE VALVE, WYE STRAINER, MASTER VALVE AND FLOW METER) r -:r ,.-:'.'.'_J IRRIGATION CONTROLLER W/STAINLESS STEEL ENCLOSURE 1:; EXISTING SPRINKLER HEADS (r, ,1:;' EXISTING AUTO-CONTROL VALVES (i:I_) EXISTING NON-POTABLE QUICK COUPLER VALVES ---g--EXISTING RECLAIMED WATER MAINLINE (OFF-SITE) --e_,--EXISTING RECLAIMED WATER LINE W/BOOSTER PUMP (OFF-SITE) --w--POTABLE WATER LINE (OFF-SITE) --c:---cr-EXISTING RECLAIMED WATER LINE -PRESSURE (ON-SITE) EXISTING RECLAIMED WATER LINE• NON-PRESSURE (ON-SITE) ,_..-~EXISTING VALVE CALL-OUT ~ -T ~ EXISTING VALVE GPM \, ~ EXISTING VALVE SIZE REVifWEIJ BY: ---------------[NGINf!:RINC FLANCl,EC~(:R ------·--·--DAT[ -- APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. ' I --t·-------··-· L.-.---·------ , -____ ,. ___ ._ _,.. ______ -------~--··------------·-----···-----·----·-···-· -------·--~--·-··-I S2F3T] I ---______ ,_ ~--··-·-· --·-----········-------· ·----------... -·-· ____ ..,. ___ . __ ·- Landscape Architeclul"e • Plftnning La Jolla Centre ll 9255 Towne Centre Drive, Suite 340 San Diego, C ,\ 92121 ·3002 619.550.1575 • Fax 550.1580 "AS BUil T" . ~---·-----------··------·· -- RC E: ·----_____ E:XP ·------·------i)<\l[ REVIEWED 3y, -------------·---------- ,NSPECTOF, CA_ T[ CITY or· CARL SB AO 11 SHFc r 5 1 DEPARTMENT 38 PLANNiNG -----·--· I I L_ANOSC,;PE IM"ROVEMENT PL1V✓S FOCI: ------·----. ·---------•,---····----~---------,-.. --·> .. I FOUR SEAS0~1S -~ ----· --~---·-···---··--------· -·----· ----________ , ___ RESORT ,)NO s&,or ~ / ---·----··--·-----. ---AT A VIA RA ~0~<'4~ I ------. ·---··-------· ------·----···--· ·-----·--· -· ---------NORTH VILLAGE .'::>,~ 'c-.z;. , '/ --______ , _____ ·--------~-----·---·----··--------· Ji; /" ~- - ' r~PPROV/~O 'M>tiJI ,2.~-f2 ,, ,,. ----------·,-·-- ~' p~';, ~ h l. _.,.. ~-------·--·-------------------- I ASSISTANT "1""1 ANNING IJiRECTOR O'-\ Tc ~✓0o,. 7~ ---------------------------r ------ D'14 N BY, [ CT0 . 195-0°2 ~~ ----. -----DR~WlNG NO. ore~~ OIHE l/\'JTU:lil_ l)AH· 1NITJP.L OMc. _j !NIT IAL --REVISION DESCRIPTION -t:H:-<O BY: 346-?M ENGlNE:ER QF '11GPK ()fl-l(P AP 0ROVAL CITY i:er-f~OVAL. isVWO BY c .. -- r-. 0 0 <t en •! .'.~ -~ C E ~ 0 Q_ z ~; ~ ---.... ·-----·---·---•--.. ----------·----------------·-·----,,_, _____ , ________________________________ , _______ , ___________________________________________________________________________ , _________ .....10 ~ 1 :ted, .--------·----------------------------------------- A D ,~ ·-N •. Q a:: ,.., C) C[ ' -l t.l) .. -1 ::JI ,~. ---~SHRl.JB HEAD~----- -------ANIT-DRAIN VALVE OR -----. CHECK VALVE SCHEDULE 80 PVC RISER FINISH GRAD[ MARL.EX 90 STREET ELL PVC SCH 40 TEE OR Ell ~3HRUB HEAD ON RISER NO SCALE 12 11 POP-UP GEAR DRI\/EN HEAD ON SLOPE NO SCALE 6-5-9(3 SIDEWALK OR CURl3 ---i~ NOTE1 SPRINKLER HEADS WITHOUT FACTORY INSTALL.ED ANTl .. DRAIN Vl..AVE SHAU. INCOHPORAlE AN EXTEFlNAL FLOW SHUT ·OF'F VAL..VE AS A PART OF THE SPRINKLER ASSEMBLY, NOTE1 INSTALL. PVC ELLS SO THEY l!GHTEN WITH CIOWNW~1FlD THRUST OF RISER NIPPLE 6" MIN. '-.._ 2' MIN. j --· FINISH GRADE 1~1i11 .11 1rn 111== 111 -6'POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE /-SCHEDIULE 80 PVC / NIPPLE E,' MIN, r-MARL.EX qef' STREET / ELLS (3 TOTAl.l SCHEDULE 80 PVC -----.._ y·/ /y / / ,---PVC LATERAL LINE .,.,_., .. -~"" 'M _L ----~ t3 4" 8.c 6'" NO SCIII.E POP-UP SPRINKLER HEAD --------------- GEAR DRIVEN SHRUB ROTOR- CHECK VALVE OR COUPLER USE FACTORY INST ALL.ED CHECK VAL.VE IN HEAD IF AVAILABLE---·-\ 3/4" SCH. 80 PVC RISER -- 2-MARI.EX 90° STREET ELLS-- I SCH. 40 PVC TEE OR ELL----~---.. 1/2" DIA. RE-BAR STAKE--- 12" --WALK/CURB I BOTTOM OF SLOPE • • • .. NOTE: ALL LATERAL. LINES SHALL BE PURPLE V .I. T. PRODUCT 920 SOUTH ANDREASEN DRIVE, •106 ESCONDIDO, CA (619) 480-6702 © GEAR DRIVEN ROTOR c~=-----------NO SCALE 2" IN GROUNDCOVc-'=Ec:..:.R__, OR SHRUB-AREAS 3/4" GRAVEL 1 CU. FT. VALVE BOX W/PURPI.E LID QUICK COUPLER VALVE PVC SCH 80 NIPPLE (CLOSE> ~CH.40 PVC FEMALE BRASS NIPPLE ELL SCHEDULE 40 FEMALE ADAPT, RED BRASS NIPPLE COUPLING VALVE "AS BUIL.T" ®t-R_N;-~-c?-I_E_:T_E_C_O_N_T_R_O_L_V_A_L_V_E ___ _ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE f!CE EXP. DATE LOCATION OF PLANTING ~\.~MllSC~ , ow ::ti. ~' 1/~/ (--::, , . git~/ !~ "/ .:~'~;:-'ilf ~-I --- ~✓O•i'e --1-· -~ OF Utl' REVIEWED BY: AREAS. ·-·- lflSPEC:TOR DAT[ lli)[CITY OF CARLSBAD SH!:.ETS 38 Pl.ANNING DEPARTME1H .. LANDSCAPE IMPROVEMENT PLANS FOR: FOUR SEASONS RESORT AT AV IARA NORTH VILLAGE r, (;) '? $. ' •:r ~: (1') .....= : ,::, ' Landscape Archit ;'i d. i La Jolla .: ' 9255 Towne Centr -~ :".' ' ~,Pl'ROVED/ /J4g_ ?·6·f2 eclure • Planning ----ASSISTANi-PLA°NNJNG OlFIECTOR DATE ·--. • ! Centre II e Drive, Suite 340 IJIHE INll!IAL. DAT!c IJWN BY: PROJECT ~O. DRAWING NIJ. INITIAL DATE. INITIAL \ San Diego, C ~ E ' l'j;;i;-pj;;iied'.,Ii°02i96 ______ .J,.1 ________________________________________________________ fl.:_19~,.:.55~0~,1~5-7=-5-•_:_=:.__=::.==:__-~============================================~ <(Zn.··.· __ !_ ·,! Dote F'lotted: 1,'/0:Z/96 w Ole A 92121--3002 REVISION DESCRIPTION CHKD BY: Fax 550.1660 ENGINEER OF WORK UT HER APPROV />l. CITY APPROVAL R\IWD BY1 CT 95-02 346-7M CMWD NO. 81H>09 i I I tt .o-t -->F-wa \0 ,/ ~ / '<,' ' . y NOTES:. I . n<R£ 9-tAU--EE r-i) FITTIN3S Cfl o:.n-£C1lCNS 10 crMR Fr.amE.S E£TW££N 11-£ '-'£Tffi f;J-() BACrn.1M' AS.SEMBl.1. ~ 2. 6A()<,fl__(M' Ff£vENlUl IM.Y II.OT E£ ~ l'l F1..8.X 001T·CE·WAY. 3. CO£TR\XT 2' HIQ-1 f£TAINI/-(; WAU. CN 3 SO::S CF EltO(A..CW ~ 'M--£N l'lSli'i..LID ~ 41 Cfl ~TER ~-cP£N ENJ SI-WJ.. 1:£ AT ~fU. 510£ CF St.Cf{. Ff(],,ICf: 2 KJ'l\ZO'{Tllt... Q£.t,R/lN::£ 8£ TVrU:N 'M'<I.L f;J-() BiXXFL0\11 FRf\lE NTER. 4. 00 r-()T INSTALL IN N'!£.A SJJ8JECT 1D FU):XXNG. 12" MIN. 36'MAX. ~--------{ 5 ------I 2 3 PRIVA rr_ __ .(Qr§l.JME.B.S_BE~~IElll..!TI _ _.. TO OC NSTA!.LfD F\..fl:SUO.NT 1D "'4..1-IIC IPAL co:€ OCO< 14 oo.cn 400-SE.C 5 B TI TL£ 17 Of THE CALI FQRNIA ADMINISTRATIVE CC0£. ,r· PACIFIC TECHNICAL SERVICES 16" 1/ 16" TOP ENTRY SATELLITE ASSEMBLY <SA SERIES) r---------r // NEMA 3R RAINPROOF ENCLOSURE (UL RATED) j ----/ /--MASTER VALVE RELA.Y ASSEMBLY OR SATELLITE----i-------// PUMP START RELAY ASSEMBLY <OPTION 2 ~Ll -------+....,--_-_·1-=·,··_._l_----l-'.·1·.-i--', _,//// __ Y4" PVC CONDUIT FOR 120 VAC·-t' POWER SWITCH GF-"I RECEPT ACI_[-----~ ,, FROM METERED POWER SUPPLY ~•~~--~ TE RMl~JAL STRIP FOR VALVES--- / 1 _i (OPTIONAL) • -• _______ ,, __ , __ ,,_"'••~-•~a•~ • --·1' / I ;-· --RADIO REMOTE ACCESS ASSEMBL. / · ----------PVC CONDUIT FOR COJ\ITROL __ /--.,,._ ___ ·r=-' ----------,H' .. ''l!':_·-='t:--= WIRES, SIZE AS REQUIRED ____ _-ic 1 4" MIN. f~--'_ --------------------------FILL_ VOIDS W/CONCRETE-----..,...,.~--+----+----- ~---11/4" PVC CONDUIT FOi~ · _//; / I ' - lX) . ~ , :-; I ------~ \''.{,;,; ···•\ j t1/. ' ~..... \. •, .~,,< ·c: I i:~~ 'MAXI-CABLE' -----./ / I / ~ I ~M~~~~POURED CONCRETE BASE-~ / / / .... '{?:--..:,,_, z-.. I I / --+--1" PVC COi\lDUiT FOR FLOW----·------1 / / ,· I ·r---~~t~!l~~E CC~~~UIT ----------____ / / 6" MN.---. 1 ·, __ 2_' _,, __ 111 ___ ,>',. ___ 5/2" DIA X 8' GROUND ROD---------· I -----------· 1 .IT W/•,8 BONDING WIRE AND CLAMP . ______ _,I TWO (2) CONDUCTOR SHIELDED CABLE CONNECTION TO TRANSMITTER '-·········,-··"-......... __ JUMBO Pl_ASTIC VALVE BOX--·-·"- W/2'-6" EXTENSIONS ~➔ND ''--- L_OCKING COVER ',, ~-1• IN TURF AREAS 2' IN SHRUB AREAS ---FINISH GRADE EXTENSION JUMBO BOX -----·---1 16 11 TOP ENTRY SATELLITE ASSEMBLY NO SCALE !'i-'1/-()13 CD FLOW SENSOR I t----------- NO SCAL_E E, 17 '? ci 1-----l------·----------------·-t·------, CARLSBAD MUNICIPAL WATER DISTRICT ~ -om 2 INCH AND UNDER SID DWG. r.o. 1----------1-......j---j Bti:KFLOW INSTALI_ATION W20 CONTRACTOR SHALL INST Al..l HOSE: BIB SID[ OF WYE STRAINER TO THE SIDE:. DETAIL DIACRAMMATIC 1/2" IN LAWt~ 1" IN CROUNOCOVER -~AND SHRUB BED / . ' / AU<;UST 1993 13RASS NIF>PLE_ (TYPICAL) 8Ri~S_$ LJNIQN ~---- w_ /P~L8P_L[ __ C: OVER SCH. BO P\{~_ Nl?PLE SCH. 40 PVC FEMALE ADAPTOR -----------·-··-·-·"·'· 4X8 BRIC~: ( 1 OF 4) / ------------------- Q) WYE STRAINER J ------ NO SCALE 2'··0"' TOP OF BERM. FINISH GRADE WHEN SHOWN AT TOP ON PLAN, ---------------------. SPRINKLER HEAD PARALEU. W/ SLOPE <TYPICAL) MAINLINE PIPE AT TOP OR MIDDLE OF SLOPE: AS SHOWN ON PLANS ~ ----------------- FINISH GRADE ---'----''-------------------------- PERM. FINISH GRIIOE --------" ·--·-·--- LATERAL AND MAINLINE PH:,E LOCATION NO SCALE C-6--96 <:, \.~Ill) ~APr aituTv~~ ~ ~ V l,P." .... ., , \.,.' -_, /t"_?':? -~ ¼~ ..,,. ~ / "'?r -'t~ OF CA\.\\ ecture Landscape Archit La Jolla 9255 Towne Centr San Diego, C 619.550.1575 • • Planning Centre H e Drive, Suite 340 A 92121-3002 F'ax 550.1580 ~ --··- -· - .. 11 mN"- ~ - • -·- . DATE IN!-!AL -ENGINE-'.i';'t1 OF. 'NORK PVC SCH 80 NIPPLE f ------- \ SEE Ll:GEND FOR MAINL.lr~E DEPTH FOR GATE VALVES 2" ANO SMAL.LER USE ROUND PLASTIC VALVE BOX (10"X10-1/4"X13') / PVC MAINLINE PIPE ~·~'·······-·------- BRICK (1 OF 4) FOR GATE VALVES 2-1/2" AND UP USE ROUND PLASTIC VAL VE BOX ( 12"X17"X11-3/ 4 ") L GATE VALVE AND UNION NO SCALE ''AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY ----·------·- INCLUDING PRECISE RCE E" X c>. --·-·-·---------DATE LOCATION OF REVIEWED BY: PLANTING AREAS. IN'.;PE:CTOR Dl1TE ·----·-···--··-·-··-·-··· -·····--····· SHEET CITY DF CARLSBAD SHEETS -·-·~ ·-·~--·-· I-· 25 PL.ANNING DEPAIHMEls" 38 ----·---·----------~-·--·-·-·-·-· --•-•-•~,a, .. • ........ ~,~.~ L.PINOSCAl'E W'PRDVEMENT PLANS FOi,: ---'···-·-·· ·-· -·-•-.-~.~ FOUR SEASONS RESORT --•-•••es.~. . -----,~ --------AT AV IARA ••-••••r ~-·-~--·-·--· NORTH VILLAGE •--•-"-u•••------AP'PRIJVED ~.i)L ---·~--.. ~··-·-··· .... _ ~·~1,2_1 ·-·~•--~- ASSJSTANT 11::'A'lNlNG DIRECTOR DATE --•-•••e•,o -- -·-·-·~ +--·-·~ OWN BY, PRO,.JECT ND. DRAW;NG NO. OAT[ INITIAL DAH !N(7' IAL REVISION DESCRIPTION ·-·~~--CHK[) ll y' -----·-----· CT 95··02 346-7M OTHER APP~OVAL CITY APPROVAL RVWD BY• C'-- 0 C 0 "' ~~ '" "' . " 0 I z .S!' ~ -:::; .!:: .~. w a E ~ " il. z " z~ :------::---::--,,,..,.,.-,----------------------------------------------------------------------------------------------------------------------------------'□ ~ )ate Plotted, 8/17/96 CMWD NO. 89-509 ----··-···"·-··-··-.. -· ···-··-··· ··-········ ...... -··· -·· ..... ..... --------........ ----------------------------------------------............... , ............................................................ ·-······-·········-···· ------·-··-······-................... . ' ··························-·· -------- SLEEVE CHART F01 R IRRIGATION PIPE AND WIRES PIF'E SLEEVE SIZE CONTROLLER SLEEVE SIZE WIRES 1/4" 2" 1-18 2" ..... """'" -------., --·-·--------· 1 " 2" 19-24 2-1/2" --·-·-·· -"•----------------------r '" -•-•-• -••••••• 1-1;~" 2 I/ ' -2 25-36 :y• --····-----•• n, ...... , •• ___ ,_,, ____ , ... -••· -''' . ----------------------1-½" 3" 37-48 4" ,,_ --··-· -""""" -----~ ----------------------------------2 II 4" 49-72 6 1H ' ····-·------.. ··-·---·----·----·--···---·-. '" ., " ----------------------------------------- 2··1/2" 6" --·-----..... , ... ,. -... , '•"·~-----·~-----------···--··-,. . . 3" 6" ·----.,, ... ,--~ '"'' ,, .. ··-··-·· _______ ,, __ , ____ ··--··-· ,. 4" 6" ·-·-----··-""'' ·-'" ·---··-···-.. ---·----··-"'" -··-··- NOTE: UNDER PEDESTRIAN P1~VING SURFACES SCHEDULE 40 SL.EEVES SHALL_ BE USED (MIN. COVER f"OR MAINLINES AND WIRE-18" & MIN. COVER FOR LATERAL.S 12" J UNDER VE HICL.E PAVING SURFACES SCHEDULE 80 SLEEVES SHALL BE USED (MIN. COVER FOR MAINLINES, WIRE AND t_ATERAL S-:36") SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL Pf~OVIDE ADEQUATE PIPE SLEEV[ SIZE TO ACCOMMODATE THE INSTALLATIQt,J OF TH[ IRRIGATION PIPE: AND WIRES SLEEVE CHART FOR IRRIGATION PIPE & NOTE: ----- NO SCALE CURB&. GUTTER 1·----·----·----·-·-·--·--------// 1 ____________ s ~! D . .S:_WAb.K. / I / I 10' MINIMUM TO POTABLE" .,.MAINLINEINSTR:EET ' METER BOX W/METER 12" MINIMUM RECLA[MED WATER IRRIGATION MAINLINE W/SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. p POT ABLE SERVICE LINE CROSSING NO SCALE WIRES - . . C) ") VAL VE BOX WITH COVER 9-1/2"X11"X12"· PURPLE MAx'.IMUM DIISTA~IC:E ,~rn~ SPICE BOX 400' TYPICAL N . ,,.., PULL BOX FOR COMM. CABLE NO SCALE r··-· STREET SURF ACE / POT AE3LE MAINLINE (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM REOUIREO V[RTIC/IL SEPARATION -· 0 ,,___--,,..-· --· SLEEVE RECL.AIMED WATER IRRIGATION MAINLINE .----@ fJOTE: ALL RECLAIMED WAT[f;' IRRIGATION PIP[ AND SLEEVES SHALL BE PURPL.E AND LABEl"ED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAMATION RUL.[S AND REGULATIONS FOR CONSTRUCTION OF RE:Cl.AIM[[) WATER MAJNS', OCTOBER 199.3 POT ABLE MAINLINE CROSSING fJO SCALE '"\.l>.~~.;A~ ~~~}w,~~ ,, / ~ JJ, /,) r: l," 1,t, ,,'21 -/'1) ~ .1.:,.),-: ' ~•• /4 ~' r or CA~ \\If eolure Landscape Aro hit La Jolla 9255 Towne Centr San Diego, C 819.550.1575 • • Planning Centre II e Drive, Suite 340 A 92121-3002 Fax 550.1580 --·· ·-·-·---·- ---··--·-·-·-- BENDS SECTIONS, (~~~:1 ll~IH>:o, !:~l)S51·5, f. lHS\ , ...._ __ ,.., ---•-------------------·---·-------------------------,---·---------------~----~ SI l[" •rn EENl)S -·-·-·--··-·········· ·········-·----·--~---+---,---+----,---+-----,------' _ ___ _!, _____ [,_ /1. 8 P _I 8 _ __ I\ _ . J _.,-~,-----,,.--c--i---c- ::; _;iii I' ~) ,! 8 ,, 4 .. , 6" 2 :I i 5" 6 ,, 6" .. D I\ 3 ' B " 1 i1 I -· " ,. ,, 0 0 I Ci ; I ()' I 74 1 I ' i ,1 ' 11;;' ------- (. ,, 8 •" -,~:}·· -··-6-.. ;-·-······•·"8' ;;-·;·--····3-.:;-·-r·····--e-· ,,-t--a-.,-,--6_" +--+-~+--~.--~ -'---+--~~t--~~---,,~----,--c-._-.. -,-·--·· -·~·-~··-·---+--_,_--+-~+-----c 8 ,; 1 ? 11 1 ? , 8 .. , 1 0 1 c; " 9 '' 9 ,, 1 ? ' 1 fi " 1 .< ' 1 D ,., 1 .2 1 6 ,, ............ ,_ -··---··-· ·---+-----t---+--+--+---t------1--1 2 ., ? o '1 1 6 ' 1 / " 1 ·1 ' l:l "' --·---------------·-·--·-·...I, .... -·----·-"·-· -"'" 1 0 ,. 20' b" 8 " : 2' 2 7 I ':1 ,., 1 :J ,1 ·-·---14' 34· ·1 I ' 1 -:, 1/. ,_ i ~6 ' '" ' 1 ,:~ ' 1 4 '\ BLOCKS 3/7/96 11 Ac ,:) BUil T II APPROVED FOR PLANTING AND IRRIGATION ONLY -- INCLUDING PRECISE RC E ·---·----,,, ... ~ EXP. LOCATION OF ,.., 1,EVIEW[D ff': PLANTING AREAS. ----·-·=·-,~,-.. ~-,,--~-~---· -·-•-,Md~ .. ~-• INSPEC:TOc;: ~--· . , .... ,, .. '·-·· ·-SHE:ET CITY OF CARL_SBAD ---··· ··-""·' ------------,--------26 F'LANNl~C DEFA'lTME:i'J f ,.,. .. ,.~ ...... ,. __ DAT[ C:ATE I s~~1,;J r-----------+---------------------------~· " . ---~----~··--U,NOSCAPE IMPROVEMENT FL.ANS ,. Dfl:: ··-----·-··-··"'·•--~ -----------------··-----FOUR SEASONS RESORT . ___ ,, .. , .. ··-······ ---·-,--~----7 AT AVIARA , ________ ---------,._ --·-·--·~· NOBTH VILLAGE ' --·-,-~-~·~--~-----·-·-......... , ............. ·-----· APPRIJVEO ~.,{~_,JI .:2-~;~7 .---------------·-·--------------.. -. ', ' ·-· "'' ,., -~----· "~' "'" ··-~ ....... ••m•--~----~. ' ASSISTANT PL ANNlNG ' DJFH:CTOR --· ---------·•""'•'~·--·-· ---·--~ -----------OWN BY, PROJECT NC. ;:)RAWI NG 1\0, l)ATlc lN! fiAL ()ATE INITIAL, OATE: [NIT !~L REVISION DE SCRIPT ION -·---CHKD BY, CT 95-02 346-7M ENG>-.Ern l)f' WORK 0 JllER APPROVAJ. CITY APPROVAL RVWD BY, ;, 0 0 5- ~ -~ Cj)I"") .0 o I z.~ ~ ~ ~ u - -~ a> o E ~ 0 c_ z -;: "' L----------------------------------------------------------------------------------------------------------------------------------------------'o~ Date P!0t\ed: 12 /02/95 CMWD NO. 89-509 ----·---·---------------------------------------·------·---·---·---·---·---·----------·--:----------------------------------------------·---------·---·---·----------·---------- SECTION 02441 IRRIGATION SYSTEM RECLAIMED WATER PART 1 • GENERAL 1, 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1 ,2 SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOV(cRNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARK!;O WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING fHE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. PERMITS AND 1'CENSES UNLESS OTHERWISlc STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, ANO VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS ANO POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR HiS REPRESENTATIVE FOR INSTALLATiON AND PERMIT FEES. 1.2 1 BELATED Y.,',ORK: , 1 LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1. 2. 2 Q_IJALITY ASSURANCE 1. 3 1. 4 .1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES Dc!RING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMIL!AR WITH THE TYPE OF MATERIALS BEING INSTALLED THE MATERIAL MANUFACTURE'S RECOMMENDED METHOD$ OF INSTALLATION, THE ClI.Y _QE_GPJ>J..SJl_f\.()__RECLAIMEO WATER STANDARDS AND WHO SHALL DIRECT ALL WOR>( PE.'lFORMED UNDER THIS SECTION. , 2 C~E~-1\.~_Q _ __$T A):J.Q_A Fl.!u IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS, REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE C!IL..Qf CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY QF CARLSBAD, LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. SUBMITTAL$: . 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. .2 SUBMIT CATALOG DATA ANO FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED, SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) illM ESCRIPTION M AJ'H.!.EAC I U R E B MODEL NO, 1 . PRESSURE MAINLINE LASCO SCH, 40 2. LAWN HEAD RAIN BIRD 1BQ6,12F 3. ETC. ETC, ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS RE',10VED FROM THE SITE AT NO EXPENSE TO THE OWNER,'DEVELOPMENT. . 4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED, .5 THE CONTRACTOR IS RESPONSIBLE FOR SUBSTITUTED ITEMS. IF SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGISALLY NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: PERFORMANCE OF PROVES TO BE SPECIF:ED ITEM, AT . 1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER·'DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNERiDEVELOPMENT. .2 THE GUARANTEE FORM SHALL BE RE-TYPl;D ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM -(PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NicGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE 0WNER!DEVELOPMENT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNERIDEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. B. PROJECT: (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ____________ TITLE; __________ _ ADDRESS: _______________________ _ TELEPHONE: SIGNATURE AND DATE: __________________ ~ 1 .5 OBSERVATION: 1 .5.1 INSPECTION SCl:il;DULE .1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS RE'QUIRED ANDIOR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION ANDI0R OBSERVATION OF THE LANOSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLO\VltJG INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JOB CONFERENCE • 7 CALENDAR DAYS B, LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING- 32 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING , 32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER -32 HOURS F. LATERAL TRENCH DEPTH CHECK • 32 HOURS G. COVERAGE TEST • 32 HOURS H. FINAL lt-.$PECTION • 48 HOURS I. NOTIFY THE CITY OF_,,C__I\BJ..SBAD 24 HOURS IN ADVANCE OF ~EGINNING OF WORK. (438-1161, EXT, 4221) J. NOTIF'f THE .CJTY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. (438-1161, EXT, 4221) . 2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN ANIJ BY WHOM THESE INSPECTIONS WERE MADE. . 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUil T DRAWINGS, IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUil T DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95,00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CtiARGE HAS BEEN PAID. THE CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. 1 ,6 TESTING: 1 . 6. 1 1. 6. 2 GENERAL .1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY, .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER1DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAWAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED. (INCLUDING AS-BUil TS) , 2 FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. . 3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF FOUR HOURS. . 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. , 5 ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION . . 1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE:, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING, , 3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. 1,6,3 COVERAJ)_]s __ TESI .1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETl;;RMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. 1.6,4 QJBECT BURIAL CONTROL WJB..E.5 . 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT, THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. 1. 6, S f.ill.AJ.._,A CCEPTA.t!..C,f . 1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. _______ .. ___ , __________ .. ___ ... __ ,. ________________ .._.. ......... _, _____ , __________ ... _______________ _ )ot!;: Plottec= 1 .6.6 MINOR ADJUSTMENTS .1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILi.. BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD, 1. 7 RECORD DRAWINGS: 1. 7 .1 RECORD DRAWINGS 1. 7. 2 1 7.3. . 1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. . 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THES!a STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. , 3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINT$ OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. ,5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS-BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSiONS NOTED ON DRAWINGS SHALL BE 1 4 INCH IS SIZE . . 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMEriSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD ::JRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECT:ON B. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIWENSiON MAX!MU•-~ 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES. D. IRRIGATION CONTROi_ VALVES E. OUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H, OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) . 7 MAINTAIN AS-BUil T DRAWINGS ON THE SITE AT ALL TIMES THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. , 8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL- POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION, , 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUil T" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS· BUILT INFORMATION TO MYLARS AS•BUIL TS SHALL BE ON CITY ORIGINAL MYLARS. Wfil.B.OLLER CHART . 1 AS-BUILT DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED . .2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRE5P0NDING LEGEND OF THE EQUIPMENT INSTALLED. , 3 THE CHART SHALL SYSTEM DRAWING. WHEN THE DRAWING BE READABLE WHEN BE A REDUCTION OF THE ACTUAL AS-llUILT IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE IS REDUCED, ENLARGE IT TO A SIZE THAT Will REDUCED. , 4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. . 5 W:iEN COMPLETED AND APPROVED, HERMETICALLY $EAL THE CHART BETWEEN TWO PIECE:S OF PLASTIC, EACH PIECE B(clNG A MINIMUM 20 MILS THICK . . 6 CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. OPERATION AND MP,J.tJTENANCE MANUALS . 1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL ANO PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT, INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: ➔ ------t---i ----,-------' -------------- --;-------·-_____ ,, ___ ,_,_, __ ,,_., __ ... --·-·--i ________ -T-· -· ·----·--·-·-----·-----·-. ! ' ' --·--------r--··---·--· .--·---·-·--·---·--·--·-·--·-··-·--· - -,/!'----'-I·-·----" --·-----·---·-·-· . --. -----------.... _ ...... ENGjNEER OF '!.'DR~ REVISION DESCRIPTION A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. . 2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. 1.7.4 CHECK UST .1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C, PRESSURE MAINLINE TEST (BY WHOM ANO DATE) D, AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) . 2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ,-HCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1 .8 Q_~_NERAL REQUIREMENTS; 1 .8. 1 CODE REQUIREMENTS SHALL BE THOSE OF STATE ANO MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1.8.2 EXTREME CARE $HALL BE EXERCISED IN EXCAVATING ANO WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS, 1 .8.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS, CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS, 1 8 4 SCALED DIMENSIONS ARE APPROXIMATE, BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. 1 8 5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS CF ALL INSTALLATIONS . 1. 8. 6 All LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES $HALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 1 .8.7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS, 1,8,8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1 8. 9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNERIDEVELOPMENT. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF . 1. 8 .10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1.8.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 1. 8 .12 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNER JUDGING THE WCRK. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE t."ADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATION S AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHCRITY ALL ITEMS OF THE PROJECT. a Lands:ape A,·chitec·,ure • Planning Le ,olle. c,ntre II 9255 Towne Centre Drive, Suite 340 Sen Diego, CA 92121·8002 619,550.1575 • Fax 650.1580 ~ ''AS BUil_ T" APPR AJ\ IN OVED FOR PLANTING D IRRIGATION ONLY -------··-· -·----·-·--·-··--··-·-··-·--···"· - CLUDING PRECISE R>· pc . ---···-·----·--~ ~:-l. £ LOCATION OF -·--· ~~\11!:'A[:: ~-', : p LANTING AREAS. ' --·--1 --·-·-· -·-·--·-.. j -+-! I I. l -~ ... -.. -. -· -- .. . -~--· -···-. . -. ~-.. - I . . T------- -·--. .. L ... i -. ..... ·--·-·--- -· ----....... --, __ ·-· -·-~•TE JNl 'i IAL --~- 01 ··ffR A.P~ROVAl. - -·7 .-. ' ----·--------·- ' ---·-· -- ' ---_,,_ ·-·----'-- ! ---- l I -·-··· DATE JNJTJAL t:TY APPROVAL --- -··-·-··--· .. ·-,. ···-"'" -·------- 11\:s=~ c:1c~,-=:: ,L -~ -- 1 ~1Jrc:-T~A~9t~ CARLSBAC i I C .,_;(: ~-;-C I ~ , .. C ' - :_:,f::PAh;iM~:\:-; 11 38 ~--'o.' :-1: \ L t0•~•••• -.. ----' . C ... •. --. FOUR SEASONS RESORT AT A VIA RA NORTH VILLAGE ~p~~Q\1:.[: 70<;v_ {/ e2·6· z7 ;:;SSIS TANT PLAf.~JN~ u!REClO'i D!cTE Owi-; BY: I PRCJ~CT NO. I 091'>\,'JNG ',Q, CHkD BY: ---CT95-o2 346-7M RVWD ,JY, D 2 V ,, D ~ CL <t z -------------------------... .........-----------........... ·--------·-•--.-......------------·------·-----------· __ , _____________________ __,o CMWD NO. 89-509 ________________________________________________________ , _________ , ---·-------------·------·----------------·-----------·---------,------------------------------, 1.8.13 SERVICE BY THE CONTRACTOR: THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S RE:QUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, TH!: CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO- RAIN SHUT OFF SENSING SYSTEMS. TRAINING IN OPERATIQtl__Qf_..A\.J._ _ _E_Ql.llPMENT, FIVE YEAR LIMITEO FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH PACIFIC TECHNICAL SERVICE 23372 UNIT A, SOUTH POINTE DRIVE, LAGUNA HILLS CA. 92653 : DARYL GREEN (714) 837·4737 OR PAGER # · (714) 454-5009 E.AB.L.2.....c...P.E!OPUCTS 2.1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF DUALITY AND PERFORMANCE AS SPECIFIED. 2.1.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS 0TIJERWl$E NOTED. 2. 1. 2 1 PfilY:nNYL J;HLOfilDJ;__PJPJs_-.PQTA.B!...E WATEB.; ALL PVC MATERIAL S'iALL CONFORM TO ASTM D1784, CELL CLASS 12454B. A. PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS, SHALL BE PVC 1120, CLASS 315 (SDR 13,5) CONFORMING TO ASTM D2241 OR SCHEDULE 40, COi.FORMiNG TO ASTM D1785, B. PVC PLASTIC NON-PRESSURE LINE$: FOR PIPING DOWNSTREAM OF REMOTE cornROL VALVES, SHALL BE PVC 1120, CLASS 200 (SOR 21), CONFOF,'.'ING TO ASTM 02241, OR SCHEDULE 40, CONFORMING TO ASTM D1785. C IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FQLLOW!NG INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73,4 DEGREES F., AND NATIONAL $NITATION FOUNDATION (NSF) RATING. . 2 POLYVll'ill CHLORIDE PIPE FOR NON-POTABJ.L.YrAI.EB..: ( 1 ) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL FOUR (4) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1784 TYPE I, GRADE PVC-1120, CELL CLASS 1254B. PIPE, ASTM ,24,' FOR SDR CLASS PIPE, ASTM 2672 FOR "Al.ERTLINE". E:.B.ESSURE MAINLINE: 1·112" AND SMALLER PIPE ·SCHEDULE 40 PVC 2" AND LARGER PIPE • CLASS 315 PVC, SDR-15.5 t,_ON· PRESSIJ..BLJ....ATERAL: ALL NON-PRESSURE PIPE • CLASS 200 PVC PIPE TYPE I, GRADE I PVC PIPE: OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALL 8E MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH "CAUTION RECLAIMED WATER." SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL BE /PS STANDARD WEIGHT 125 POUNDS, 85¾ RED BR,,SS. FITTINGS AND CONNECTIONS: .1 FITTINGS FOR PVC PIPE FOUR (4) INCHES AND LARGER: THE COUPLING $HALL BE AN INTEGRAL PART OF THE PIPE BARREL IT SHALL CONSIST OF A THICKENED SECTION WHICH HAS AN EXPANDED BELL WITH GROOVE TO RETAIN A RUBBER SEALING RING OF UNIFORM CROWW SECTION. FITTINGS SHALL BE JOHNS-MANVILLER RING TITE PVC FITTING, PACIFIC WESTERN OR EQUAL. . 2 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTING$ PERMANENTLY MARKED WITH FOLLOWING INFORMATION; NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND 02466. .3 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85¾ RED BRASS FITTINGS AND CONNECTIONS. 2.1 .3 RISERS: .1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWING$, ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2.1.4 FITTINGS: .1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT . 2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC . 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. 2.1. 5 AUTOMATIC CONTROL WIRE: .1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4164 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL . 2.1.6 COMMUNICATION CABLE: .1 COMMUNICATION CABLE SHALL BE A DOUBLE JACKETED 14-2UF RAINBIRD MAXI-CABLE OR EQUAL 2.1. 7 SENSOR CABLE: .1 SENSOR CABLE SJcHALL BE MANUFACTURED BY ARIZONA ELECTRICAL FABRICATORS MODEL # 9316-2SP. 2. 1. 8 MONITORING DEVICES .1 ALL MONITORING DEVICES SUCH AS FLOW AND PRESSURE MEASUREMENTS, SHALL BE AS SHOWN ON DRAWINGS. 2. 1. 1 0 120 VOLT WIRE TO CONTROLLER . 1 120 VOLT WIRE SHALL WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE POWER METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. 2.1.11 AUTOMATIC CONTROLLER· _ 1 AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. . 2 CONTROLLER ENCLOSURE ASSEMBLY: PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE STAINLESS STEEL ENCLOSURE, TERMiNAL STRIP, ON/OFF DISCONNECT SWITCH WI 110VOL T GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER. AVAILABLE FROM PACIFIC TECHNICAL SERVICE 23372 UNIT A, SOUTH POINTE DRIVE, LAGUNA HILLS CA. 92553 • DARYL GREEN (714) 837-4737 OR PAGER # (714) 454·5009. .3 AIJTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER MANUFACTURES RECOMME~DATIONS AND DETAIL DRAWINGS . 4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR # 9L 15DCB002 (50 OHMS RES,STANCE flEQIJIRED) 2 . 1 . 1 2 B.IMO.I.t;:_s_QN...IBQL___'LA L VE S, EL EC T.B.!c..A..!. . 1 THE ELECTRIC REMOTE CONTROL VALVES SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATION. . 2 VALVES SHALL BE INSTALLED A MINIMUM OF 6"' FROM ALL FIXED OBJECTS AND 12" APART FROM EACH OTHER. 2.1.13 MA_!,.JER VALVE .1 SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILS DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS . 2,1 .14 VALVE BOX NON-POTABLE: _ 1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VAl.VES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV" "MV" "RCV" "GV" OR "DF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER, ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES $HALL BE PURPLE IN COLOR. 2.1.15 VALVE BOX POTABLE: , 1 POTABLE VALVE BOX SHALL HAVE SIMILAR CHARACTERISTIC TO NON POTABLE VALVE BOX BUT SHALL BE GREEN IN COLOR. 2 .1 .16 SPRINKLER HEAD: . 1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD . SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "'PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. 2, 1, 17 QUICK COUPLER VALVES (NON-POTA.fil._EJ.; . 1 QUICK COUPLING VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE. . 2 UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE. SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2.1.22, THE KEYS AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER A$ THE COUPLING VALVE. . 3 SHALL BE l" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2.1.1 s QUICK COUPLER VALVE (POTABLE): .1 QUICK COUPLER VALVES SHALL BE AS SIZED ON DRAWINGS; DOUBLE LUGGED, LOCKING CAP, VINYL YELLOW TOP ANO BRASS. . 2 QUICK COUPLER KEY SHALL BE OF BRASS1BRONZE WITH A HOSE BIBB ASSEMBLY. 2.1.19 GATE VALVES: .1 GATE VALVE$ THREE (3) INCHES AND SMALLER SHALL BE 150 POUND BASE, ALL BRASS/BRONZE CONSTRUCTION, SINGLE WEDGE DISC, INTEGRAL TAPER SEATS, NON-RISING STEM, SCREWED BONNETS, BRONZE CROSS HANDLE AND A BRASS!BRONZE GROUND JOINT UNION CONNECTION AT THE DOWNSTREAM OUTLET. VALVES SHALL BE CAPABLE OF BEING REPACKED WHILE UNDER PRESSURE. . 2 GATE VALVES FOUR (4) INCHES AND LARGER SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF SECTION 2.01.08 OF THE STANDARD SPECIFICATIONS OF THE CITY OF SAN DIEGO, DOCUMENT NO. 727731. . 3 SHALL BE SIMILAR TO THOSE MANUFACTURED BY KENNEDY, STOCKHAM,NIBCO OR APPROVED EQUAL 2.1. 20 BACK FLOW PREVENTER; UNIT SHALL BE AS SHOWN ON PLANS OR 2. 1 . 2 EOUAL, AS APPROVED BY ARCHITECT AND CARLSBAD MUNICIPAL WATER DISTRICT. l'l'YLfil.B.Aft.EB..: . 1 WYE STRAINER SHALL BE CAST ASTM 81 BRONZE Y TYPE STRAINER, WITH A 20 MESH STAINLESS STEEL SCREEN AND RATED AT 300 PSI. 2 .1. 2 2 FLOW SENSOR: . 1 FLOW SENSOR SHALL BE BRASS WITH MAXIMUM PRESSURE OF 400 PSI. MANUFACTURED BY DATA INDUSTRIAL 2.1.23 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2 .1. 24 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 112" OR LARGER. 2.1.25 WARNING TAPE : . 1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, '"CAUTION: RECLAIMED WATER LINE BELOW'" . THE OVERALL WIDTH SHALL BE 3 INCHES . . 2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P,O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590. (PHONE: (606) 837·7197) 2.1.26 WARNING LABELS & SIGNS : SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENT$, 2.1 ,27 \','ARNING TAGJi;. ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENT$ . 2.1.28 CONTRACTOR SHALL PROVIDE TO THE OWNER: . 1 THREE (3) CONTROL VALVE KEYS. _ 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. . 3 TWO (1) 48" TEE WRENCHES FOR OPERATING GATE VALVES, . 4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE). . 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. .tA_RT 3 • EXECUTIQN 3.1 GENERAL REQUIREMENTS: 3.1.1 LOCATIONS ON DRAWiNGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND 067AIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT 3EFORE INSTALLATIONS. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3 1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.1.4 REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION, ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. 3. 2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 EXCAVATION AND BACKFILLING OE.IB..E.tiC.fil.:l.: .1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. .2 DEPTH OF TRENCH· POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3") PRESSIJR[ MAINLINES ( 3" AND UP TO 5 112") POLYVINYL CHLORIDE NON-PRESSURE LINE CONTROL WIRE 18" MINIMUM 24" MINIMUM 12" MINIMUM 24" MINIMUM 3 TRENCHING lliR.OUGH AREAS WHERE TOPSOIL HAS BEEN SPB_E_A_Q_; (1) DEPOSIT TOPSOIL ON ONE SIDE OF TFENCH AND SUBSOIL ON OPPOSITE SIDE. . 4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER. DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL, . 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS . . 6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING. WITH SUITABLE AND APPROVED MATERIAL, TAMi>ING SOIL AROUNO PIPE AND THOROUGHLY COMPACTl>;G ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. . 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 112" AND LARGER. 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL --' -------------------------------- ·----1. -·-·---·-·---·---···-·-·---· _,,,_,, ____ , ___ 1 - - ···--·-.. - . "' ~ -------·----· -· ·--.. , _,,, __ -···-····-···· ----· -- -7 ·r--·---- ' -----.... _,_ ·----·--·--------· 3, 2. 2 UNDER EXISTING AND /OR PROPOSED PAVEMENT . 1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHAL TIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. . 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. , 3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEC:N THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING. . 4 SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWN E RIDE VE LOPM ENT. 3 .2 .3 INSTALLATION OF POLYVINYL CHLORIDE PIPE: 3.2.4 3.2.5 . 1 BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE . . 2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE SENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. .3 ANY PIPE THAT HAS BE!aN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. . 4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. , 5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. , 6 PIPE SHALL BE SNAKED FROM SIDE· TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. . 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. .9 PLASTIC TO ME:TAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. .10 PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY, .11 SOLVENT-WELD JOINTS· ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. .12 ALL PRESSURE PIPE 3'' OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT: AT GATE VALVES, TEES, ELBOWS, CROSSES AND ENDS OF PIPE RUNS: OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. INSTALLATION OF BRASS PIPE' . 1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED . . 2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. REMOTE CONTROL WI.B.l.llii; .1 DIRECT BURIAL CONTROL WIRE SIZES; AS SHOWN AND SPECIFIED HEREIN BEFORE. Londocape Arch[teclure • Plenning Le Jolla Centre I] 9255 Towne Centre Drlve, Suite 3-ID Sen Diego, CA [12121-3002 619.550 1575 • fa~ 550.1560 "AS BUil T II APPROVED FOR PLANTING AND l RRIGA TION ON LY ------------. .. , ... ,., __ ,_ ------ INCLU DING PRECISE q~:~ E Yr· c.:.. . ' ------·----- LOCATION OF -M•~~ Ft Vlf \\' ~ r, ::· . ..,. PLA KTING A REAS. --------------------·· -·--1:6;:-~ -:TC~ 2.:.: E ·-' - -··-·-"··-··- ---t I -·-·. ·+--·-·-·-l~~i CI TY 0'-CARLSBAD SL-IEE7'S ! 38 ------,-----",, At,,"11\G JEP.Ar:· 1"'1Et'-7 I ' ----r ---·-- I -----·-.. '' ' -· -· 'j ~ • ~ ,,· -· -. ···-T ·-.. __,,_, ·--··--· ---···· ··-··-··-··----.. -- ' .!. ... ·--·--· ·--· --·-______ ,, ________ ---·-----------·--·-------·-. -"'' ---: --·---FOU R SEASONS RESORT ---------·--- ---··--·----·-· I .,, _____ +--·-·-AT A VIA RA --·· ··-1 -"" ·---- ' .. -··-·-·--· ,. ---'··-·-""'•• 1--··----' __ ,,_ NQ]tTH VILLAGE ' ' I i ---------.. , ·---,_,, ., . . ____ ,, __ . --· -·--·- ' -----· 1 ,,_,, ___ ,,_ -:.__J----~~~.=~_-_·. -· -----··----·--· --DATE IN]TJA~ ----~ --~ Er,.;G:NEEP OF w.'ORK ' i I A_P'.:lQQ·,,::[:, --;:;t;;~Y 2·?,· 7} -·---·---·-_______ ,, __ ·--·-· -···--_,_,,_ ------,., .. -----.... i ... -·-·-· .. ,--l>SS!Sl ANT Pl A!IINJNG D1R~CTO~ :::~ ,E ·-·- .-----~ OW'\ s·,, I P'lc.JECT NO. I ORAi',' }NG NO. " 0A1E INITJAL DATE INITIAL CHKD BY: 346--7M REVlSJON DESCRIPTION -·~·--CT 95-<)2 01HE:R AP?RD\/AL C !TY APPROVAL RVWO BYc ' c, 0- " c: 0 z -u '" 0 L 0. - "" 2' '---------------------------------------·-----------------------------·----•------------••-------------•------------------------------_________________________________ , ____________ __. 0 l CMWD NO. 89-509 . 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. . 3 INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4." FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS. . 4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. . 5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED, 3 .2 .6 AUTOMATIC CONTROLLER: • 1 AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN ANO DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. . 2 CONNECTIONS TO CONTROL WIRING SHAL(. BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS POSSIBLE. • 3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSeWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. .4 CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAWINGS (STAINLESS STEEL) AS PROVIDED BY THE MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION. 3.2.7 VALVES: . 1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. . 2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. GATE VALVES SHALL BE LINE SIZE. . 3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE. 3.2.8 VALVE BOX: .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE ITEMS AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. . 2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE ANO IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 SPRINKLER HEADS; . 1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. . 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. 3.2.10 QUICK COUPLER ASSEMBLY: .1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB ANO TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11 GATE VALVES & BALL VALVES: .1 INSTALL WHERE SHOWN AS DETAILED. 3,2, 12 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY ANO SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE ANO SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE ANO CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMf:0 WATER LINE. 3.2.13 WARNING LABELS & SIGN: INSTALL WHERE SHOWN AS DETAILED 3.2.14 WARNING TAGS: INSTALL WHERE SHOWN AS DETAILED 3.2.15 BACKFLOW PREVENTER: 3.3 .1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, ANO SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. . 2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. CLEAN-UP; AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP ANO CLEAN ALL SIDEWALKS, ASPHALT, ANO CONCRETE AREAS ADJACENT TO THE PLANTINGS. 's'E:VIE:'NED BY, ------------------' E:NGINcl:f-ilNG Pl.ANCH[C<ER IRRIGATION NOTES WATER SOURCE STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A 384 FT. HYDRAULIC GRADIENT. STATIC PRESSURES WILL RANGE FROM 47 PSI TO 121 PSI. LOWER STATIC PRESSURE WILL REQUIRE A BOOSTER PUMP ANO THE HIGHER STATIC PRESSURE WILL REQUIRE PRESSURE REGULATED MASTER VALVE . THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT, 1996 . CALCULATED PRESSURE FOR EACH POINT OF CONNECTION IS SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE BV DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALLATION. 1 . IRRIGATION SYSTEM IS DIAGRAMMATIC AND SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANGES ARE NOTED IN THE FIELD, THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS' REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB . 2. CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS: A. ALL LATERAL END RUNS ARE TO BE 3/4" B. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE ) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE. C. MAINLINE END RUNS ARE TO 1-1/2" 3. CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS AND CURBS TYPICALLY. NO SHRUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS • SEE PLAN . POP-UP HEADS SHALL BE USED WITHIN 1Q'. OF ANY PEDESTRIAN USE. 4. CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER, ELECTRICAL, AND TELEPHONE (VERIFY WITH OWNER.) SYSTEMS ON THIS PROJECT ARE CONTROLLED BV COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION, FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS . CONTROLLER LOCATIONS ARE SHOWN DIAGRAMITICALLY. FINAL LOCATIONS TO BE APPROVED BY THE OWNERS REPRESENTATIVE. 5. ALL PIPE AND WIRE RUNS INSTALLED UNDER PAVING SHALL BE SLEEVED. 6. CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION • SEE PLANS . 7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM P!.RFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS ROADWAY AND/OR BUILDING AS MUCH AS POSSIBLE. , 9. CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SHUTOFF FOR IRRIGATION CONTROLLER, MANUFACTURED BY WATER CONSERVATION SYSTEMS INC. INSTALL PER MANUFACTURERS RECOMMENDATION. 10. BACKFLOW PREVENTER (REDUCED PRESSURE BACKFLOW PREVENTER) SHALL BE EXISTING. RECREATIONAL CENTER LANDSCAPE IRRIGATION SHALL BE POTABLE WATER AND SHALL HAVE A SEPARATE BACKFLOW PREVENTER PER CMWD REQUIREMENTS . 11. IN CASE OF WIRE FAILURE THE CONTRACTOR SHALL INSTALL TWO SPARE CONTROL WIRES FROM THE CONTROLLER TO THE FARTHEST VALVE ON EACH LEG OF THE MAINLINE. THESE WIRES SHALL PASS THROUGH ALL VALVE BOXES ALONG THE MAINLINE ROUTE. THESE WIRES SHALL BE A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES AND BE LABELED AS SPARE AT CONTROLLER CABINET, IN THE VALVE BOX OF THE FARTHEST VALVE AND OTHER VALVE BOX. 1 2. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. ALL INSTALLATIONS SHALL SE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993 AND LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE PURPLE PIPE. 1 3. THRUST BLOCKS CONSISTING OF A MINIMUM OF 1 CUBIC FOOT OF CONCRETE (2,000 PSI) SHALL BE INSTALLED ON MAINLINES 3" DIAMETER OR LARGER AT ELBOWS AND AT POINTS OF CHANGE OF DIRECTION. 1 4. HOSING DOWN OF PARKING LOTS, DUMPSTER AREAS, ETC. WITH RECLAIMED WATER SHALL NOT BE PERMITTED. POTABLE WATER SHALL BE USED AT ALL TIMES WHEN HOSING DOWN. r .., Landscape Architecture • Planning La Jolla Centre [I .. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS . 9266 Towne Centre Drive. Suite 340 s.,n Diego, CA 92121-3002 619.550.1576 • Fax 660,1580 ''AS BUil. T" RC[ __ _ DATE r-----------------------1 ll[Vl[WED EIY ____ .,, __________ _ lllSPECT::JR DATF 1----+---+~----------------------i---+---+-------· ------·----·· c:HE:F,:T CITY IJF CARLSE~AD SHEETS PLANl,ING DE:PARTM[fH 38 =:;:=::;:;--:=:==::::'...:===: LANDSCAPE IMPR□VE~ENT PLANS FO~: -·-·····-·-··-·' 2 ci •----+--- >----+---+--------------------C --'"•• >----+---+-----------····w·,,-,-n,.,-,. ............ , ... , ... __ __, ____ +---+----+---FOUR SEASONS RESORT "" ,, , //Y.,-:: ~ \ ·-------+----+-----+--------·---lo:!---'C...-'-,.---'"''-:c==----·-·---_: 6 · t. z 1·~* ;::ij-~/4 ;; j\/1..----1:J-:.-=.-=.-=.-=.;-=.-=.-=.-=.~---.. _ ... _, ..... .,,--·--··-·····-· ASS [STANT PL ANNING DIRECTOR OAT[ . ~~'}__1/r Of= C•:\.\-/4.~ 1--~-+----1--------.. , .... ________________ .. ______ -+----+----+----+---~' DWN BY; PROJECT NO. DRAWING NO. < " ,'<>' DATE INITIAL e--D_A_T_E __ IN_I_T_IA_L-+-_D_A_TI_, ~-IN_I1_1_A~L' CHKD BY: ENGINEER OF WORk REVISION DESCRIPTION orHER APPROVAL CITY Af'PR'.lVAL RVWO 8Yc_ ____ CT 95-02 346-7M <.) ~a) o E ~ D Q_ z <( <l) z .-= ~~~~~~-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------JO~ Date Plotted, CMWD NO. 89-509 .,.,, .... ,., _________ ,_,,_, _____ _ 1-----------,.•------------·---·------------------------·---- Dote Plotteo: I DATE: 8118196 Pi,EPAREDBY: JOB NUMBER: 94-007 ,._!., ··-----··-·-.... __ "_M/\R_ylN H. TANIGUCHI -,!C>E!_!_I_TLE: ·-· F_QUR_".~SpNS RESORTS/NORTH VIUAGE . HYDRAULIC CALCULATION HGL OR PRESSURE: METER NO. P.O.C. E' · · _ .SYSTEM: -·-'iL/\CKi'.!I: .GPM: :25,:7:. ii' j l, STAM:>Mtl•svffiM••C6$$$$ Jil••Ji:'1! );i r;.,. ::•·•·• }!ii .!i·•····:•:•:•:i , •. sat:! r: -F"siCO$$ i WATERMETER: 6"TURBO 0.90 -·-------- BACKFLOW PREVENTER: 6" 1 0 00 ' ·----=-'-="----=-=--'--'--'---'-'"--'--'=---'-'--=-c+-----=-··---"'" .. REMOTE CONTROL VALVE: 1" 2 .20 IRRIGATION SPRINKLER HEAD (OPERATING PRESSURE): 15.00 · ---r----------,-----· ··· MASTER v11LvE, 3,, 1 .oo .. .-----r--------lwYESTRAfr•JER: 3:·--·-----ii".iio CijEQKV/\_~Y~(:c.;PP.INI-S_L!a_R __ H½())L _ ---·--· 3.00 ' GATE VALVE:I 4" 3.40 ------------------- PIPE FITTING (ALLOWANCE!: .. .• 5.00 HVDRAULICGRADECHANGE ' HGL OF STREET MAIN ELEVATION: 257 ----------------------------- ELEV. OF IRRIG, H.EA)@.H.IQrl_E_cl!.fQJNT: 2 6 3 ELEVATION DIFFERENCE: , 6 CLASS 200 PVC PIPE NON-PRESSURE PIPE SIZE LENGT1" G'M PSI LOSS ·······-·"····-·-·--· , .. -···· .. 3 /4" 1 " 1-1 /4" 1 -1 /2" ...... , ___ ,,, ___ _ 2" 2 -1 /2" 40' 20' 50' 20' 9 .1 16 .9 1 .42 0,64 -. ___ ,, ____ , ______ .. , ___ , __ ,,, _____ .. , ···- 2C.2 26 .7 0. 71 . --------- 0.26 ... --.. --···---·-·----·--..... -··-··- SUBTOTAL 3.03 CLASS 315 PVC PIPE -PRESSURE MAINLINE PIPE SIZE LENGTH (FM PSI LOSS ; -.. /2" 2" 2-, /2'' 3. 4. 800' 26 7 0.80 -- SUB TOTAL 0,80 !:H.V DIFF X43.3 ' 2 .60 3.03 0.80 -··-· ·--.. ~ ..... _ .. TOTALPRESSURELOSS: 51 93 ---· .. _ _ . .. AVAILABLE P'1ESSURE(PSIJ;~_i 8_._o_o ~ AVAILABLE RESIDUAL PRESSURE:~~26=-~0~7____, PRESSURE ADEQUATE DATE: 8/28196 PREPARED BY: JOB NUMBER: 94-007 MARVIN H. TANIGUCHI .JOB TI._TLE: FOUR SEASONS RESORTS!NORTH ... Vl~L/\9EIREC. CENTER POTABLE HYDRAULIC CALCULATION HGL OR PRESSURE: >----c==--;-c-;;:-7====-. ·-···--···----·---·-' METER NO. •ii: F!\O,Ci!A!''i SYSTEM: Ail4L ' GPM: : << ,jj:1;$ i ~ WAIE.R MElJR: I 1 -1 12" 1 -1 /2" ~ BACKFLOW PREVENTER: 1 .... -, ---·REMOTE CONTROL VALVE: 1 " c--=---,------~· ·-· ·--···--·- --·---------+--- IRRIGATION SPRINKLER HEAD (OPERATING PRESSURE):·-····--- -....... f--·-= __ : ~::-~-: :·· ~~~E;:I~~~ ~ :;-11·i. .... =:f==_ . (;HTQK_VALVE(SPRINKLER f:IEAD_l:i_ _ --. 1 1 : G~ T_§_ ~"Ly_~::.. . 2 • PIPE FITTING (ALLOWANCE)' __ HYDRAUl.lC:G~AOE CHANGE , HGL OF STREET MAIN ELEVATION:• ELEV OF IRFilG. H-Ei:i'i@ HIGHEST POINT}. 237 -+ ... ···--·-· -234 : 0 80 8.80 2.50 15. 00 1 .00 4.00 3.00 1 .20 5.00 -·-···"-··-····-.... ·--· ... ' -I ELEVATION DIFFERENCE: Cl.AS$ 200 PVC PIPE NON-PRESSURE .. ::,, •• :·::. -3 --~·--~L~~ -~~~.;.4~ __ ..... ~~f30 PIPE SIZE 3 /4" 1 " 1 · 1 12. 2" LENGT1" G'M 55' 8.0 ... ---·· ·--.. --··-·-······ -·-·-· ..... . I 5 19 .5 PSI LOSS 1 56 . ... -··· -····---.. --·· -·-..... ·-· 0.08 . -. --.··----· ---·-··-· ... ·-··-· SUB TOTAL 1 .64 164 CLASS 315 PVC PIPE -PRESSURE MAINLINE PIPE SIZE 1-1/4" LENGTH G'M ·--. -.. 1-1/2" 320' -····-··-·--... -... 2" 1 80' 2-1/2" 3 ,, 4" : 19 .5 19 .5 PSI LOSS 346 0.58 .. ·-.. ···--.. ··--··--·- .. . ·-·. -----·--·----·--·-·-·-SUB TOTAL 404 4,04 ----------- • _. __ TOTAL PRESSURE L_O$~---_ 45 68 __ AVAILABLE PRES~UR_E__(f'.SIJ 64 00 AVAILABLE RESIDUAL PRESSURE 18 .32 -· ··--· ····--·-·---·· PRESSURE ADEQUATE ' 7 . .. . . . ·--:... ... _ -·-... ··-- -- .. -·------·- =-\_~~'.l.S,_,.,, ~ I ~◊ OISU 1 _ -<",1>Cl $WC, I,,~ V f's " .. I ~ ,;'.2 -~71)' 1f V DATE IN]TI.:.L -········· .,, .. ----- . ----- .. ' ., .. ---····----·-·- . -- -....... --,.-•-•••m .,. '·--·-· •... -., .•... ' ~·---•-- ~.--,. -.-~-~ ·-·• L~"' or en,\ W ENCilNEER OF WORK REVISION DESCRIPTION DATE: 8/16196 PREPARED BY: -• •a•• .. -•~-••••~ .... ,.~.,~ .... ;.••••"•••'-....... ,--.. •••-~•-+------+-----+------------j JOB NUMBER: 94-007 MARVIN H. TANIGUCHI JOB TITLE: FOUR SEASONS RESORTS/NORTH VILLAGE . --··-···-· ·-· ....... _ HYDRAULIC CALCULATION HGL OR PRESSURE: METER No · /ii"'•i'Q• ,,.,.,.,,·_JU SYSTEM: '\.i•.i.i.i.k.'C· .. :•::~:.• : !ii:} GPM: -'r:-:,: .... ,~~.~. ·. .. :c:;;.a:=1 __ ·-· . +· ·-_ ·-_ WATER METER: 6" TUR BO O 9 0 . _ ........ L ... ·-···--···-·---··· _ BA.CKE.LQINJ"BE:.Y~EF\:+ __ 6._" __ +-_10,00 -+-----~-REMOTE CONTROL VALVE: 1 -112" 1.50 IRRIGAill'.)f'!.§.f>_Fllt.'J_IS_LE_R_t,_§!l()_(QPERATING PRESSURE: ______ . ___ 15.00 ~ MASTER VALVE:, 3" 1 .00 -. ---. -. -·--1 -·· ·----·--·· r.NYE STRAINER' ___ -3'; -5 0 0 CHECK VALVE(SPRINKLER HEAD):' 3.00 l ·· ·--·· ·-: GA~T=E~_ v_A_t,_v--=.~~, ; __ 4____ --.,+--3 .4 o . , PIPE F:TTING (ALLOWANCE) HYDRAULIC GRADE CfiANQE 5.00 HGL. OF $T'1EET MAIN ELEVATION: . _EL!cV.Q_Fl~R.!_G.1:i.½ll_@t,l§ii:!EST POINT · ELEVATION DIFFERENCE:, CL.ASS 2(JQ PVC PIPE NON-PRESSUF'i!:i PIPE SIZE LENGTH : G"M ' --· ... --·-··-.... ·--·· ·--·· ··-··-· ··-··· ···---..... ·-, .. ·--··-.. --·-· .. --··-· .. ··-+ 3/4"" 70" • 8,2 , 237 228 -9 1. 99 .. ·-! .. --· ·-····-··· ---··--.... ;:LE:V.D,FF.X.4.'33' -3.90 '-·-·-·--··-·---···----- ... ·--1·----·· ........ _ ........... . 1 " 1-1/4" 1-1;2" 2" 2 -112" ~-···-·-·--·· .. ····-..... _ .. ···-: ·-. 1 1 O' : ..... 5' 1 24.8 0.24 .. ·--·· ·--··· -· ··-+··· ·-... ---~ ·---·---····----··········-· 30,8 i 0,08 ·--··-··--···---··--;------------·---·--··---·-· ·-·---· .. ·--··-·· ---.. -···· SUBTOTAL 2.31 2 31 CLASS 315 PVC PIPE. PRESSURE MAINLINE .. PIPE SIZE LENGIB G'M PSI LOSS 1-1/4"" 1 · 112" 2"' 3" 4" 1 80' 105 340' 30 8 30 8 30 8 ···-······-·-·-··--· .. -··--···· ·-·-··-····-···· 122 0. 1 1 0. 1 0 ------·-···-·-······ ....... --.. -·--·-··--.. ··----··--- . ---.. ··--··· -···-· .. --···-·----·-·-·--·····-·--··--··-------------__ ... SUB TOTAL 1.43 1.43 ·-·~-··-····· ··--·-··-·· ... · .. ·-·-···· ----~-··-··· -......... ... TOTAL PRESSURE LOSS: 44.64 . . AVAILABcE PRESSURE (PSI\:, 64 00 . -· .. ·--·· .. ·····--·-····----+ ·-·· --·-· ·-·-·--...... _ .... ·--····-·-·-·-... ·-.. ·--·-·--···· .. ·······--·····-·· .. -·--·· ,-.-----' AVAILABLE RESIDUAL PRESSURE: 19.36 ---------------·1-·---------------c------------------- PRESSURE ADEQUATE •-·. --· .. -·. -· ·-.. ··-·-···----'·-···-.... ·-·· ... ---···--·-·· ·------··---·-· ----.. ···-· -r··--·--·-· -··· .. ·-· .... ··-.. ···· ··~ Londsc,.pe Archlteclure • Plannins Lo Jolie Centre II 11255 Towne Centre Drive. Suite 340 San Diego. CA 112121·3002 BHl.550.15?5 • Fa, 550.1580 "AS BUil T" APPROVED FOR PLANTING A\TD IRRIGATION ONLY ~-.. -·-INCLUDING PRECISE p~c E x:o ··-·-CATE LOCATION OF PEV EW:ci :,,• PLANTING AREAS. ---- lt\SPECTO, CATE .. ·-·-· .. --., ~I Ci TY OF CARLSBAD SHEET o -·-·· .. --. ·----38 PL AN'JING )[PARH/E'JT --' -. ·--.. ·. ' ~ r-··-~. ~: ~;~• ~ 11•'·:..::R=:\:. ;✓,:" -, . -·----. ----.... :,:::• -. ----· -"---+--FOUR SEASONS RESORT ..... I-·-···- -· ··--AT A VIA RA , . I ... -- . __ ,,, : NORTH VILLAGE -~·~·----- i AP?'lOVED 7f:i? t/ _JI ;z,{,:£2 .. -·-·,.·-· "- ···I--.. ASSJST ANT'"'"PLi'iNNl~G DlRECTOR DATc ow:--BY: I I PROJECT NO. CRAldNG NC. DATE INITIAL DATE INJT:AL C;-iKD BY: I-CT 95-02 341r7M CTHER APPROVAL C !i 'f AF>i='F!OVAL RVWD BY: " z -V c, 0 L [L <X z ----·------·-------------------------·---·-----------------------------------·---.. ---·---------------------------------------.....J 0 CMWD NO. 89-509 , ;.,,_;: ' / / , , 1/. ··0---.-,. .. -.. -,,., '• ,.,., <'1 , -7 -7 7 ,' / / ,•• -✓ __ ••• ••"" / / I' ''-/ ,~-~---"'-··' NOTE: NORTH VILLAGE, PHASE I PLN>JTING PLANS SHALL SUPERCEDE AVIARA RESORT CLUB EROSION CONTROL PLANS. MET. EXC, POD. GRA. + JAC. ACU. 40 24" BOX 26 48" BOX 17 48" BOX PIT. TOB. 'W.D.'-601/. 390 II f-c=---.:==-=~77.,-;c;_--=;,i-::---;::7.--pIr. TOB. 'W.D.' V/!fi..-401/. 5 GAL. NAN. DOM. HEM. HYB. -801/. AGA. AFR. -201/. RHA. IND. 'BAL.' ,, .... "-~ ~ / .,.,/.,.., .. .,,.,• ✓- /' / , , / 247 5 GAL. 1,322 1 GAL. 288 5 GAL. ....,.__ / ;' -----.,_ J ; --, .. ,.JJ / ,1 K E Y MAP 7,/ NO SCALE / ··. 14 K'of:W, . 48" BOX / IJ) rn rn IJ) '1 rn rn ---\ \ --7.. rn I.,) N REFER TO CITY OF CARLSBAD DRAWING NO. 313-SM FOR _.~~l'JQ.SCAPE_ Qf THIS ARi;,A .. LAWN ~ -._:::-__ -...........::: LAWN ~-Ti~~~~~···~··'~~ V ~:-- 2 ARE{ROM . . ,' """'~ ;-..,, ' MIIJ. (IP' ··· 36" BOX'. MIN.'(3) TRUt-fKS osplry.,"·· _rii?1r~ii ···-.:~:---.. ,-, .,., -·"+-.-'" (,;,. , 7 , ·-. \:·:.,A, , - \ / ./, ~~__,,,_ C{J?JSTlll_• COMM/SS/dN' , , ... DEED .RESTRICT£@ ?!!fE/:! ··,.~ \ ,' ,' , ,' /,/ I' , t' ,-/ / /./ / / / ,' ·, ;,ryF'(.- FLATS VIN. MIN. 12" ..Q, LIMIT OF WORK 632/ RHU. OVA. / '-'~-12~·--'--4_KQE..,.·'-· _·___, Bl.~P..,: ·""··c...•"..,.> __ """·:.,.. .. ,"'_ ·~./:f'. ;/,:)!~~"; ·; 24" BOX · MUL TUSL'OPESl ' . . ' . , , ' , ,l , ... ·;· CEA. 'Co'N:1•7 5 'GAL. 60X-15 GAL .. .;::, , 40/.-24" BOX' , , \\ 75 ARE. ROM. 10' BTH REFER TO CITY OF CARLSBAD DRAWING NO. 346-7L FOR LAYOUT OF FIRE SUPPRESSION ZONES. Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121·3002 619,550.1575 • Fax 550.1580 -----z-------APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUil T II 20 0 10 20 40 RCE __ _ EXP,, ___ _ DATE REVIEWED BY: GRAPHIC SCALE IN FEET INSPECTOR DATE l----1---l------------t--------t---t---r------11 SH3E1ET I CIT y OF CARLSBAD I SH3EE8TS I PLANNING DEPARTMENT ~L:;:A;:;ND;;::S;:;C;:;A~P:;:E:::;:::IM:;P;;R:;;O;:;V;,EM;,E;;N:;T~P:::L~AN~S~F~O=isR=, ===:.':::===; FOUR SEASONS RESORT AT AVIARA NORTH VILLAGE APPROVED DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. .... a· Q C ' C, "' "' m--' .a 0 I Z Cl ~ 0 a:: .9l_ GJ o E ~ C n.z / C ~ ·•.,o, , .. , z = -~----------~~=-_::_ __________ _::_ ______________ __,o: e Plotted: 10/15/96 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY,~-CT 95-02 346-7M RVWO BY: ~ NOTE: NORTH VILLAG~ PHASE I PLANTING PLAN SHALL SUPERCc.DE AVIARA RESORT CLUB EROSION CONTROL PLANS. + JAC. ACU. MULTI KOE BIP. MULTI GAZ.. SPL. 'S.Y.'- DEL. AI..B-4-o:% 0 • ◊ 11 24" BOX 2 24" BOX FLATS 12" O.C. ·. , •. 1 4$ ·-=-::~~-.:.:..i,· / . \ \ ~ 1---W::..:AS..=:...:. R~O::::B.:.... _· --+~15::.._.::x:.,/ .• 12' BTH Y \ \ \ \ \\ \ \ \ )ate Plotted: 10/15/96 \ /ti i . . I \' ... -.\ ,.-.,-, I ,.--,a ,.--, a ~~~ ,.--, ,.--, C N N ,..._ W'-'--D.. I.,_ \ \ \ \ \ \ \ Wu... CL u... AIL OF THIS SEE SHEET 34 OE. l TRUNKS 36" T. 34' JAC, ACU 21 •::::::-------= 1--...;_--"---+-------',:..;__-, 48" BOX LAWN == f ;/J! . D--,·· • I • .J.,-,-,.... M I iJ . \ &, LAWN_ ~-•'"·- , __ .J " \ 20 11 24" BOX 34J 5 GAL . \·---~-~, ,, 'y y" •• ,-·-'" MET. EXC .. / RHU._ OVA. -15 GAL. -60/ 24" _BOX-40/ COf!S Till CCIMMISSIDN DEED RESTRJCTED ARE/J l'GAL,· AGA. AFR:-4.0/ • /" . ,' . , . .. .-' /" I' ,i/ '/ MATCHLINE SEE BELOW 'D <-\ . "' "'r---\ "D A) "!> / / / ·. --< ,". '• . / ,, s. ,: ',__ 1>i'.\\ y•-~r. .. :,/ / 278 -PIT. TOS:_"'W'.O/-f,01/. ~--=---c-"~~-=-=-::-'--:--'.----c-:-~------,----{a 5·GAL. PIT. TOB,,'W.D.':VAR.-40/ ·. i /\' '~-~-,. / 169 NAN. DOM. 5 GAL. 264 RHA. IND. 'BAL.' 5 GAL. 144 CEA. 'CON.' 47 ARE.ROM. 101_ BTH 30 POD. GRA. 48" BOX . -£ET 33 sf£ SH 0 1 0 20 40 GRAPHIC SCALE IN FEET \ 4 27 RHA. IND. 'CLA.'-' 5 GAL. GRE. NOE.-201/. 4" POTS ANNUAL/PERENNIAL 8" o.c. H'tDROSEED MIX •1 W/ROS. OFF, II:! 18' O.C. I ( \- \. -- \ ' • -._/ \ ··,;--· '. \ \/. '-\ \ \ / f • ·, / '. ' . ·\ ·. , ·-._-;:(\ /< -_-. ' ' ' · .. ' ' ·.' ' ' ' ' ·, ·, . ' ' . ·,/r'c>'.. , ', . \c1-C:.,• \;\( ,..,.-..··· ,1/--\ REFER TO \TY OF CA\ILSe/Ul, ,~s\ " i DRAWING NO. 46-7!L FOR LAYOUT'-'·\\ _, OF FIRE/ SUP ._ ESSION ~ONE;S. y:_' ·-. , , / \ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. . _.\' / ' c • C ' Landscape Architecture • Plannin1 La Jolla Centre II 9255 Towne Centre Dri11"e, Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550.1560 "AS BUil T" RCE __ _ EXP .. ____ _ DATE REVIEWED BY: INSPECTOR DATE ~2 CITY OF CARLSBAD l----+---1-------------------+----+---+----t-----1 UL_j PLANNING DEPARTMENT l-----1---.,_---------------------1----+-----+---+------t ~ ~ LANDSCAPE [MPRDVEMENT PLANS FOR: FOUR SEASONS RESORT AT AVIARA NORTH VILLAGE r:>_ PlN. CAN. ,,,, 4°\ .-'c,J-------+-1-5_G_AL_. --60-1.""". / / / RHA. IND. 'BAL.' CEA. 'CON.' ARE. ROM. RHU. OVA. / / / / / HYDROSEED/MIX •2 24" BOX-40/. 362 5 GAL. 179 5 GAL. 38 10' BTJl .·' 4.9J 5 GAL. / / / ' W/ROS. OFF. I:! 18" O.C. HEM. HYB. -so/ AGA. AFR. -20Y. 803 1 GAL. I I I I -~ _,.-·-··::·;:a: .. ~,··, ·. , ' . ·,. ' ·._ < ·• /r'<;;a?' ... ··'.,,;"· \ I I I· I I I I ■ KEY MAP NO SCALE / / / ; I I / ----- / / NOTE: NORTH VILLAG~ PHASE I PLANTING· PLAN SHAL-1. SUPERCt.DE AVIARA RESORT CLUB ER(JSION CONTROL PLANS. i •' , /. , / 378 5 GAL, / , COf!STf!L COMMISSION DEED RESTRICTED f!RE4. ,, ' \ ·, \' \ ' ' ' ' \' ' \ ' \' ', >0.'1:-✓·:~·-· '-..., ·, ', ... ' ' "'-'-;'> "''' ,-1) i\'/ c,,.,.· ·'7.,..~ ' / ,, ,_;' RHA.'JNO. 'CLA.'-80/. . , \ ' / / ! / ' / / / I , / / ( / f , ,--+--· ·Z/ FINCH ./ .... ;. / / . ( ,• . " , ~ ~ .. .. -·' .. " , .•· ,.,-20 .• _,,· ,, ·" " , , _.,.J __ .,,, .. / / \~~ V ~uT: 'l,.f~ ~~/ / / t; 7 ' ) .,,_ ' ":J ,/. "' ,,., ? I._. / ~ o--/4~' DATE or c~~ \,"<$ ENGINEER / -~·,-••'" , ., .. .;::.-.,:,+..-.t:=-,......--, .. -~ 814/.jf"I \ --__....., __... 1· 1532 --- ,, 174 -.5 GAL. 4" POTS 8" O.C. NAN. DOt-.f ANNUAL/PERENNIAL 253 PIT. TOB. 'W.D.'-60/. ,-cc---::-:--+-:::c=:--:::-:::'::--::-:,-:::-:-:--:.,-:::--:-c::-:---(1!1 5 GAL. PIT. TOB. 'W.D.' VAR.-40/. •• c"" .... ./-_::i:·,···;:/"-.''' \~ fl'\ 'V) ==,I~ --/ ,·' _,/ ,,_.. ... ·· ., / fl'\ ~ I.<,) I\.) ------ / ----- / / / ~-~~-;-~..,~t==-=--;c,~,s:0,-:'. :,-.::._,----,,:•/-:::///~/-,- )a ,,,.. /•" , --·· ., ...... . ,.. ·" . z .. 0 I -.. 10 20 , <'10 :z. \'\'I . ..,_ GRAPHIC SCALE IN FEET INITIAL OF WORS REVISION DESCRIPTION / Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550.1580 IIAS BUil T II APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE RCE EXP. DATE LOCATION OF REVIEWED BY, PLANTING AREAS. INSPECTOR DATE Lill CITY OF CARLSBAD ULi 3 PLANNING DEPARTMENT 8 LANDSCAPE IMPROVEMENT PLANS FOR: FOUR SEASONS RESORT AT AVIARA NORTH VILLAGE APPROVED ~u t?<·6·~? ASSISTANT PL~NNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 95-02 346-7M OTHER APPROVAL CITY APPROVAL RVWD BY: r--0 96' .,.,, C,.,; ·O o I :Z en --<.>CL .~ ql' o E L 0 o_z < ., Z;;;;; ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------10~ 1te Plotted, 10/15/96 CMWD NO. Date Plotted: ' I j j II CAM. SAS. 'M.Y.' CAM SAS. 'N,J.' (ESPALIERED) WAS. ROB. 30 15 GAL.·· .. 16 12' 8TH 108 " ~N~AN-t-J_J.D~O~M~. ____ ,I 1155 (G;AAL11.... HEM. HYB. (Ye- POD. GRA. MUL Tl-TRUNK 1263 1 GAL. 8 48" BOX I 63 l-_i:P~H02_:_._!T~EN~. ~'M".:.:. 5::.-'---~, 55 (G;P.A,LL_. ,. 0 , 130~_2-C. m-PIT. T0_~~.:.2.:_ _______ Ts GAL. , F L )... 1 '"!:> Gy:l,Z. Sf"l_._ I '5. y I -z.. II o. c... GI-UMP Fofet-1 KEY MAP NO SCALE 10 /15/96 ~ ------ \ \ NUAL/PERENNIEL 4" POTS AN B" O.C. COLOR 150 5 GAL. T TOB. -50i'. Pl . -50i'. PIT. TOB. VAR. -0 FL~ ....-....i . A!-e>. _ ,-,,. 12" 0.C. 1,./1,--...,. 'Sy,_ c,,0% V/;l \TSS+fjGAZ.~-~ SPL~. ~-~--,,L,'}t,o~•,,•l, ' \ 1 G:;ALALH. l__'l_'OP_"-H-_::_:JAP_. -I~~~ ',, 12" 0.C. X 21 I S~...:..T:.:.:.R·.:.:.::RE_G.__ 0 "-, -T /? ' ,,5 '"-· PHO. ROB. 3 MIN. (5) TRUNKS 60" BOX 35" Eidx ARC. CUN. MULTl(Jl Tt¼~DEE TAGGED A ···· ·· TREE NUR. 86 I LIR. MUS .. /5 GAL. Al.A. 'S.I.' 4D TREE FORM 5 GAL. 0 ' E IN]rJAI_ OAT __ _ ENGINEER . OF WORK 8 36" BOX DESCRIPTION REVISION I ' \ , /// 1,,..(/ ·1 Pl'1nning Ar-chilectur·e •11 Lo.ndsc<tpeL Jolla Cent~e Suite 340 a l Drive, ne Cen re 21 21-3002 9255 Tow Diego, CA 9 5 50.1580 San 175 • Fax , , 819.550.15 "AS BUil T" OR PLANTING -----DATE AND IR~\NG PRECISE ""iwcc " APPROVED riATION ONL y -R-CE -~~~-~IEX_P._ •. -._·-_·····_-·--_·-_ - INCLUCATION OF --~ cm . LO G AREAS. ~"P'cCT01K_ ISHEETcl PLANTIN l'JSPECTOR ARLSBAD .38 CIT Y OF C . I -; I SHtcET I NNING DEP. ARl ME.~ I • 34 "' '"" ms, SO RT : LANCSCAf'E INPROV!fEASONS RE . FOUR AT AVIARA NORTH VILLAGE ol.·6·f,? --DAE ASSISTAN APPROVED !RECTOR c 1,1!T[Al. ' [)ATC . CITY APPROVAL : OWN BY: CHKO BY: RVWD BY: PRJJECT ND. CT 95-02 DR Aw ING NO. 346-7M PLANTING LEGEND I SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME TREES SIZE/QUANT. 24" BOX/MUL Tl/11 48" BOX/59 DETAIL A Ile E --~~;,)~ ______ J_A_c __ .A_c_u __ · ________ J_A_c_AR_AN_D_A_A __ c_u_T_1F_o_L_1A _________ J~C~RANDA (!) KOE .. SIP, KOELREUTERIA BIPINNATA CHIN·E--SE_F_L_AM_E_T_R_E-_E _____ 2_4_" __ B_O_X_(_M_UL TD/24 E (0 MET. EXC. METROSIDEROS EXCEi.SUS G) PIN, CAN. PINUS CANARIENSIS NEW ZEALAND CHRISTMAS TREE 24" BOX/69 CANARY ISLAND PINE 24" BOX/135 15 GAL./202 A A COMMENTS MIN. SIZE: HT, 7' X 5' SP. MIN. SIZE: HT, 16' X 8' SP, MIN. SIZE, HT, 7' X 5' SP, MIN, SIZE 10' HT. X 5' SP. MIN, SIZE, 10' HT. MIN. SIZE, 7' HT, ~-(;-:-_) ________ , ____ ·--------------------------·---------------48" sox<MUL Tll,·-,8----M1N. s1zE; 15• HT :-X7~--P-.-------- -POD. GRA. PODOCARPUS GRACILIOR FERN PINE 48" BOX/80 A Ile E MIN, SIZE; 16' HT. x 8' SP. 24" BOX(MUL TD/22 MIN. SIZE: 9' HT. X 3' SP. PALMS <:[;> ARC. CUN. ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM 36" BOX/16 C SEE PLAN ------·------·----------------------·--·---------·------·----·------·-----·----------------- ARE. ROM. ARECASTRUM ROMANZOFFIANUM QUEEN PALM 10' 8. T .H.1160 36" BOX/9 C SEE PLAN \~) ---------------------·---------------------·----------------------------------------1 \~) HOW. FOR. HOWEA FORSTERANA PARADISE PALM 48" BOX/8 C SEE PLAN PHO. ROB. PHOENIX ROEBELENII PYGMY DATE PALM 60" BOX/3 C SEE PLAN \3> ----------------------------------·-----·------------------·----------·------------~ WAS. ROB. WASHINGTONIA ROBUSTA MEXICAN FAN PALM 12' B. T.H.128 C SEE PLAN (~ -----------------------------------------------·--------------------------1 SHRUBS 0 AGA. AFR. AGAPANTHUS AFRICANUS LILLY-OF· THE-NILE 1 GAL.1597 F 8c G FULL,BUSHY,GOOD COLOR 1-----------------------------------·---·--------------------------~---------------•----I 0 AZA, 'S.I.' AZALEA SOUTHERN INDICA AZALEA 5 GAL../40 D FULL,BUSHY,GOOD COLOR i--•-------------------------------------------------------------------------1 D CAM. SAS. 'H.J.' CAMELLIA SASANQUA 'HANNA JIMAN' CAMELLIA 15 GAL.115 D FULL,BUSHY,GOOD COLOR l--------------------··---------------·-·-----------------·---------------------------1 D CAM. SAS. 'MY.' CAMELLIA SASANQUA 'MINE-NO-YUKI' CAMELLIA 15 GAL.115 D FULL,BUSHY,GOOD COLOR ----------------------------------------------------------~--------------------1 CEA. 'CON,' CEANOTHUS 'CONCHA' WILD LILAC 5 GAL . ./609 G Ile H FULL,BUSHY,GOOD COLOR --------------------------·------·-----------------------------------------------1 GRE. NOE. GREVILLEA NOELLII GREVIL.LEA 5 GAL./287 G FULL,GOOD COLOR ----------------------------------------------·---------------------------------------1 0 HEM. HYB. HEMEROCAl.LIS HYBRID DAYLIL Y 1 GAL./2396 G 8c H FULL,BUSHY,GOOD COLOR 0 L.IR. MUS. l.lRIOPE MUSCARI BIG BLUE LILLY TURF 5 GAL/86 G FULL, GOOD COLOR 1--------------------------------------------------·--------------------·-----~ 0 NAN. DOM. NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL./590 15 GAL/108 G Ile H FULL,BUSHY,GOOD COLOR 1-----------------------------------------------------------------------------~ 0 PHO. TEN .. 'M.S.' PHORMIUM TENAX 'MAORI SUNRISE' NEW ZEALAND FLAX 5 GAL./63 G FULL.BUSHY,GOOD COLOR 1-------------------------------------------------------------------------------------o PIT. TOB., PITTOSPORUM TOBIRA TOBIRA 5 GAL.175 G FULL,BUSHY,GOOD COLOR -------------------------------------------------------------------------------1 () PIT. TOB. 'V.' PITTOSPORUM TOBIRA "VARIEGATA' VARIGATED TOBIRA 5 GAL.175 G FULL,BUSHY,GOOD COLOR ------------------------------------------------·------------------·-----------------1 PIT. TOB. 'W,D.' PIT. TOB. 'V. W.D.' (i) RHA. IND. 'BAL.' RHA. IND. 'CLA.' PITTOSPORUM TOBIRA 'WHEELER'S DWARF' PITTOSPORUM TOBIRA 'VARIEGAT A WHEELER'S DWARF' RHAPHIOLEPIS INDICA 'BALLERINA' RHAPHIOLEPIS INOICA 'CLARA' DWARF TOBIRA 5 GAL.1553 G FULL,BUSHY,GOOD COLOR VARIGATED DWARF TOBIRA 5 GAl . ./552 G FULL,BUSHY,GOOD COLOR INDIA HAWTHORNE 5 GAL./914 G FULL,BUSHY,GOOD COLOR INDIA HAWTHORNE 5 GAL./1148 G FLILL,BUSHY,GOOD COLOR ,------··---------------------------------------------------·----~-------------------1 0 RHU. OVA. RHUS OVATA VARIGATED TOBIRA 5 GAL.,/1468 G FULL,BUSHY,GOOD COLOR 0 STR. REG. STRELIZIA REGINAE BIRD-OF-PARDISE 15 GAL./21 G FULL,BUSHY,GOOD COLOR NOTES: ----------·----·---·-·--------------------------------FLAT PAD AREAS TO BE HYDROSEEDED JUTE MATING ON SL.OPES SHAI.L BE JUTE MESH SHALL BE APPROVED BY WITH HYOROSEED MIX 'A'. <SEE HilS REQUIRED WHEN PLANTING OCCURS THE CITY OF CARLSBAD AND STAKED SHEET FOR TYPE OF MIX), AREAS SHALL BETWEEN AUGUST 15 AND APRIL 15. TO THE SLOPE AS RECOMMENDED BY BE DISKED OR ROTOTILL.ED TO FRIABLE MANUFACTURER. LOOSE SEED BED. PLANTING LEGEND SYMBOL. ABBREVIATION BOTANICAL NAME COMMON NAME SIZE/QUANT. DETAIL COMMENTS VINES/ESPALIERS BOU. 'L.J.' BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA 15 GAL./ D FULL.BUSHY.GOOD COLOR CLY.CAL. CL YTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET VINE 15 GAL.I D FULL. BUSHY, GOOD COLOR GROUNDCOVERS ~~=:"-:::::'::s_;;=':,:::::\=7:__G_Az_. s_P_L_:._•s_._Y_-' __ g::_:t:._:c:..._~_~_IA_F..=_~_~..:._~E-N_D_E_N_s_•s_u_N_R_IS_E_Y-EL-I._O_w_•_G_A_ZAN-IA ___________ F_L_.A_T_s ______ H ______ P_L_A_N_T_c_1_2_"_0_._c_. ------- f /' /' ,..j GAZ. SPL. 'S.Y,' GAZANIA SPLENDENS 'SUNRISE YELLOW' GAZ.ANIA t L-..:'.'.:J DEL. ALB. DELOSPERMA ALBA ICE PLANT FLATS ·· 60% FLATS -40% H Pl.ANT C! 12'" O.C. 1--------------------------------------------------~------------------------ ~_S OPH. JPN. OPHIOPOGON JAPONICUS MONDO GRASS 1 GAL. G Ile H PL.ANT Cl 12" O.C. 1------------------------------------------------------------------------- ROS. OFF. 'P' 1111] VIN, MIN. ROSMARINUS OFFICINALI 'PROSTRAT A' VINCA MINOR DWARF ROSEMARY DWARF PERIWINKLE 1 GAL. G PLANT Cl 18" O.C. FLATS F PLANT C! 12" O.C. 1-------------------------------------------------------·-------------------· ANNUAL/PERENNIEL COLOR 4" POTS F PLANT Cl 8" O.C. I I 1----===~--------------------------------------------------------------lz~ PIT. TOB. 'W .D.' PITTOSPORUM TOBIRA 'WHEELER'S DWARF' DWARF TOBIRA 5 GAL.130" O.C. G FULL,BUSHY,GOOD COLOR I-• ------------------·----·----------------------------------------------1 rrm HYDROSEED MIX •1 PL.ANT WI 1 GAL.-ROS. OFF. 'P' C! 18" O.C. ,~~~~-----=~--------------------------------------------------------------·-----· [ J HYDROSEED MIX •1 PLANT WI 1 GAL.-ROS. OFF. 'P' C! 18" O.C. LAWN SOD· SEE SPECIFICATIONS HYDROSEED MIX •1 (EAST 1, NORTH FACING SLOPES) COMMON NAME RATE: L.BS/ACRE ADENOSTOMA F ACICULATUM CHAMISE 4,0 ARTEMISIA CALIF'ORNICA COAST AL SAGEBRUSH 2.0 BACCHARIS PIL SPP CONSANGUINEA CHAPARRAL BROOM 2.0 EL YMUS CONDENSATUS GIANT Wll.DRYE 1.0 ENCE LIA CALIFORNICA COAST AL. DAISY 1.5 ERICIGONIUM FASICULATUM CALIFORNIA BUCKWHEAT 6.0 GNAPHALIUM CALIFORNICUM CALIFORNIA EVERLASTING 2.0 HAPLOPAPPUS VENETUS GOLDENBUSH 1.5 HELIANTHEMUM SCOPARIUM SUN ROSE 1.0 LASTHENIA CHRYSOSTOMA GOLDFIELDS 2.0 LOTUS SCOPARIUS DEERWEED 8.0 LUPINUS SUCCULENTUS ARROYO LUPINE 3.0 MIMULUS PUNICEUS RED MONKEY FLOWER 2.0 flEMOPHILA MENZIESII BABY BLUE EYES 3.0 PLANT AGO INSULARIS N.C.N. 40,0 SAL VIA MELLIFERA BLACK SAGE 2.0 STIPA PULCHRA PURPLE NEEDLE GRASS 2.0 ~YLOCOCC!,1~;_:;Bl"'C""O"'-LO"-'R,;.._ ____ ~_IS_SI_Oti,_M_AN_ZANIT,_A.;__ _____ _.:.;4,.::;.0 __ HYDROSEED MIX •2 TOTAL POUNDS/ACRE CWEST 8c SOUTH FACING SLOPES FIRE SUPPRESSIONJ 87.0 ~--------------.::cCO;:;cM.:c.M,~0'-"N'-'-"NAM=E'--------'R~A=TE:LBS/ACRE BACCHARIS PIL VAR.PILULARIS ERIOPHYLLUM CONFERTIFLORUM ESCHSCHOLZIA CAI.IFORNICA GNAPHALIUM CALIFORNICUM HAPLOPAPPUS VENETUS HELIANTHEMUM SCOPARIUM L.ASTHENIA CHRYSOSTOMA LOTUS SCOPARIUS L.UPINUS BICOLOR MIMULUS PUNICEUS PLANTAGO INSULARIS SISYRINCHIUM BELL.UM STIPA PULCHRA CHAPARRAL BROOM .5 YARROW 2.0 CALIFORNIA POPPY 1,5 CALIFORNIA EVERLASTING .5 GOLDENBUSH 1,0 SUN ROSE 2.0 GOLDFIELDS 1,5 DEERWEED 8,0 LUPINE 3,0 RED MONKEY FLOWER 2.0 N.C.N. 40.0 BLUE EYED CRASS 4.0 PURPLE NEEDLE GRASS 6.0 ------------------------·----TOT AL POUNDS/ ACRE 87 .0 THE FOLLOWING MATERIALS SHALL BE IN THE MIXES• MULCH · CONWEB FIBER BINDER • TERRA TAC •3 FEIHILIZER · 16-20--0 2,200 LBS.I ACRE 150 LBS.I ACRE 400 LBS.I ACRE THE FOLLOWING PLANT MATERIALS WILL ALSO BE PROVIDED AND INSTALLED BY THE LANDSCAPE CONTRACTOR AND SHALL BE SPOTTED BY THE LANDSCAPE ARCHITECT: BOTANICAL NAME AGAPANTHUS AFRICANUS 'PETER PAN' AZALEA 'SOUTHERN INDICA' BEGONIA 'RICHMONDENSIS' BOUGAINVILLEA 'LA JOLLA' CLIVIA MINIATA CLYTOSTOMA CALLISTEGIOIDES (STAKED) GREVILLEA NOELLII HEMEROCALLIS HYBRID LIRIOPE MUSCARI NANDINA DOMESTICA PARTHENOCISSUS TRICUSPIDATA (STAKED) PHORMIUM TENAX 'MAORI SUNRISE' PITTOSPORUM TOBIRA 'WHEELER'S DWARF' PITTOSPORUM TOBIRA 'WHEELER'S DWARF VARIEGATA' FIAPHIOLEPIS INDICA 'CLARA' FIHUS OVATA STRELIZIA REGINAE TRACHELOSPERMUM JASMINOIDES (STAKED) TUPIDANTHUS CAL YPTRATUS ANNUAL/PERENNIEL COLOR Q'UANTIIY 300 150 500 325 250 75 150 500 150 175 !5 150 150 150 325 200 100 75 75 3000 SIZE 1 GAL. . 5 GAL. 1, GAL, 5 GAL. 15 GAL, 15 GAL. 5 GAL 1 GAL. 5 GAL. 5 GAL. 15 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL.· 5 GAL. 15 GAL. 15 GAL. 15 GAL. 4"POTS ~OJTEP PLANTS HE FOLLOWING PLANT MATERIALS WILL ALSO BE PRbVID'ED AND INSTALLED BY THE LANDSCAPE CONTRACTOR. REFER TO ARCHITECT'S PLANS FOR LOCATION AND TO VERIFY NUMBER OF POTS. PLANT TYPE SHALL SELECTED BY THE LANDSCAPE ARCHITECT: BOTANICAL NAME COMMON NAME QUANTITY S.1Z.,g5 GAL. DRACAENA FRAGA ANS CORN PLANT 3 5 RHAPIS EXCELSA LADY PALM 3 5 5 GAL. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT II RCE __ _ EXP. ___ _ REVIEWED BY, DATE ----- /\ Lendscape Architecture • Planning La Jolla Centre II .4 9255 Towne Centre Drive, Suite 340 1---DA-TE-,-IN_IT_IA-1.-1----------------~1--□A_T_E --1-1N-I-TIA-,_--1-0-A-TE----1-1N-IT-IA-L-1 DWN BY: __ _ CHKD BY: __ RVWD BY• 1'80JECT NO. DRAWING l~O • CT 95-02 .346-7f'I San Diego, CA 92121-3002 REVISION DESCRIPTION \ 619.550.1575 • Fax 550.1580 ENGINEER OF WORK OTHER APPROVAL CITY APPFIOVAL -- 8t ' . "'g a, I ' "" a~ z "2i ~ > u " ., .. ii ~l !--~~~~~~~---------------------------------------------------------------------------------------------------------------------------------Jo~ Dote Plotted• 12/04 /96 • 0 I -u:, I /- ' / / //. / I I ----·-- 4 TREE TIES CMINJ TWO AT TOP OF ST AKES OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTSIDE OF ROOTBALL 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE <BLACK) 6" MIN. BASIN FINISH GRADE c-""ClhH J,.l".'.'::_ 1_fl-=:~=•--'-'FERTILIZER T ABhETS_ DEPTH OF ROOTl3ALL lb,111;'""_,1..l-ccc:::'.1 1 :. PREPARED BACKFILL MIX -:==: ttt:~ - '---· -rt:::. ··---=ROOT BALL -SET 1" A L~.1---- ---~1'T7c:::---·c-!,, ABOVE FINISH GRADE < .. : I :::__ ~ :~~,.----..._.._ SLOPE 1" /FT. ........ -....... ..... '----,., --.. -. 4" PERF. PVC DRAIN PIPE , .. - \ ~ W/4" PVC DRAIN CAP/GRATE \ 2X ROOTBALL "-·--_ (BLACK:) \ RIGID PVC DRAIN PIPE ',._____ 4" PVC CAP/GRATE IN 12"x1:(" POSITIVELY DRAIN & ¾" PEA GRAVEL FILLED SUMP. DAYLIGHT AT SLOPE ONTO WRAP W/SOIL SEPARATOR TO \/2 CU. FT. GRAVEL. COVER & FASTEN TO HOLD. TREE PLANTING STAKING ON SLOPE NO SCALE / ~~SPECIMEN TREE PLASTIC HOSE TIE GUY WIRE REQUIRED TO SUPPORT TREE (3-REQUIRED> 4" PERF., PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE (BLACK) 5' .. 0" LENGTH WHITE SURGICAL TUBING OVER'-- GUY WIRE (TYP.l 6" MIN. BASIN FINISH GRADE DEADMAN (TYP.) 4"x4"x18" RWD. • 0 I =---_ __,P--'-R,.,,,,EPARED .BACKFJ.l..!... MIX === fl-----... ,------... ROOTSALL-SET 1" _ -I rt--_ -,, ABovE FINIsH GRADE L I '----..._._.,__ ---+-, ., SLOPE 1"/FT. ~+----~=:=:•· 1===11 "-,'--~---.. 4" F'ERF. PVC DRAIN PIPE 12"-!. '· W/4" PVC DRAIN CAP/GRATE 2X ROOTBALL ~ (BL.ACK> ·'-s.______ _ __¾" PEA GRAVEL SUMP 0 TREE PLANTING & GUYING Ei--------- No SCAILE • 0 I -u:, 4 TREE TIES <MIN) TWO AT TOP OF STAKES OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTSIDE OF ROOTBALL 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTBAI.L W/4" PVC DRAIN CAP/GRATE (BLACK) 6" MIN. BASIN FINISH GRADE DEPTH OF ROOTS.ALL 111 ' ·--el f-1H 11 ::::=: :: : I I I == .· :..:~:lti :~~-FERTILIZER TABLE TS . rt:::-·--'-'PR_,_.EPARED . BACKFILL _MIX Tl . ·. _ _:~~]=== -~ :=::::;: ROOTBALL ··SET 1" ~ === i 11 1==:=::rf,, .. ,, ABOVE FINISH GRA□E "."._ __ j_l .' ~'• :_;\~ 1 ,., ~ SLOPE 1"/FT. ;n ::::::~ 11 _ 2 ·:,·:,: 1 111 ·,,,.,.. ''-s 4" PERF. PVC DRAIN PIPE ~ -.. W/4" PVC DRAIN CAP/GRATE ---1 , (BLACK> ' .. , ¾" PEA GRAVEL SUMP 2X ROOTBALL B TREE PLANTING STAKING NO SCALE PLANTING DISTANCE SCHEDULE FEET ON CENTER ROW DISTANCE SET BACK ---~~ 'B' _:g.:_ 8" 7" 7" 11-011 101/2" 11" ,._ .. '3" 11" 1'-0" 1'-6" 11-411 1'-011 2' -()" 1'-9" 1•-511 3 I -OIi 2'-611 21-611 s•-ou 5 1 -211 51 -611 8' -0" 6' -11" 71 -611 10'-0" 8'··8" 9•-s 11 12'-0" 10'-5" 11"-6" 20"-0" 17-4" 19' .. 6" PLANTING GRID • • • • • • • • • e:of . . . . . . . . - Cl I-5 _J :i: ~· _J <..:) ~. <( -LL. en W 1-::i: I-· 0 1/l Cl ~ ~ er. z :::J LL. LL [r. I.L □ >-o a.. Z zCI 3 0 f-· o._ er. I-□ en o ,_. • <.0 f.D I 2X ROOTBALL PAL.M TRE,f_ 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTl3ALL W/4" PVC DRAIN CAP/GRATE <BLACK) ___ _§_''_MlNL.6 A..SJN . ~-'-F-"'IN,.,,,IS_fj __ G RADE .1:ffi:~o--------~SPREAD _ON WALJ_/FENCE _ AND SECURE W/PLASTIC TAPE OR WIRE SLOPE 1" /FT. /~--=3:...."_M_IN..:......;::B.:....:A=Sl:...:...N I I FINISH GRADE I ~~:...:=:...:......:::....:.:..:.::.. -11--= 11:=.-I I 1=- ~66~~~~ .. [ _:---t+ I:~~-PREPARED J3ACKFl].L MIX .. -.·.· .• I tr:..: FE 1RTILIZER TABLE TS . =I I ::--111==~= I 11 =:::~ ROOTBALL-SET CROWN I i 1::= 111 =---111 . 1" ABOVE FINISH GRADE 2X ROOTBALL. © PAl_M TREE PLANTING Ci---------- No SCALE (0,_v_N0_1 ~-;-AIL_EP_L_A_N_T_IN_G _____ _ SHRUB SLOPE 1" /FT. 3" MIN BASIN FINISH GRADE DEPTH OF ROOT BALL SHRUB SLOPE 1" /FT. 3" MIN BASIN FINISH GRADE 11---1 I ---1 I 1--I_J ·. ·. . ·, -:-~ ·. :':f11 =-:15RE~~ED BACKFILL MIX == .. : · · · .. ·.· ti FERTILIZER TABLE TS -~~ Ii u.;:-1=1:~1~;~ 1 11 1~,~--'-'-~=~~::....:.;-=~~=E=-L~.,..=.7N=--E1~-H-=C~.:..:-:~...:..:.1D'-'-~ ' . 2X ROOTBALL 0 SHRUB PLANTING Hi------ No SCALE • • • • • • • • • •••••••• p ........ ,~ • • • • • • • • • • • • • • • • •-ut 0 SHRUB PLA G ------NO SCALE NTING ON SLOPE ''AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY 0 GROUNDCOVER PLANTING F~---- No SCAILE , .. , .. ~ I, ~71,~ .. ½ ,, . <.,' ..... -"" < -t ~ 7~7,:j?-JJI \ I/ ~✓ uot• /2:-,.; 't or CA'-i<S~-- --- INCLUDING PRECISE RCE_ EXP, ___ DATE LOCATION OF REVIEWED sy, PLANTING AREAS. INSPECTOR DATE l¾I CITY OF CARLSBAD I 538TS I PLANNING DEPARTMENT -L~NDSCAPE IMPFWVEMl:NT PeANS FOR: FOUR SEASONS RESORT AT AVIARA NORTH VILLAGE APPROVED 6'< _lj j/ r:Z-6· 71 :; g. 0 'O ' . ... '5 a, I , I ecture • Planning ~SSISTAN'i PL1'.NNJNG OlRECTOR DATE Centre II ,g f I Landscape Archit -~ l La Jolla I~ ! e Drive, Suite 340 DATE INJrAL OWN BY: [ PRJJECT ND. DRAWING NO. DATE INITIAi_ DATE INlTIAL ChKD BY: CT 95-02 346-7M A 92121-3002 ·-REVISION DESCRIPTION ENGJNEER OF WORK OTHER APPROV Al. CITY APPROVAL RVWD BY, 9255 Towne Centr o 5 : San Diego, C a: z i Fax 550,1580 619,550,1675 • < I L-------------------------------------------------------------------------------------------------------------------------1~! Date F'lotted, 8/20/96 \ lA ~ES.,,. 8LUEPRINT SECTION 02400 LANDSQ.AflN.,l PART I • GENERAL 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. .1 B..ELAIEP WORK; IRRIGATION SECTION 02441 1.3 SUBMITTALS: UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1 .4 GUARANTEES AND REPLACEMENTS: .1 SHRUBS, VINES. GROUNOCOVER AND HYDROSEEO SHALL BE GUARANTEED TO REMAIN HEALTHY ANO VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. . 2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. . 3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. . 4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. 1.5 OBSERVATION: 1 . 6 • 1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. . 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING. B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. 0. APPROVAL OF PLANT MATERIALS. E. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING. BUT BEFORE PLANTING HOLES ARE EX CAVA TED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES. H. APPLICATION OF PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE OBSERVATION. J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. . 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. . 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. MAINTENANCE: . 1 .3 .4 . s THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER All LANDSCAPE ANO IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATEL y AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT IMPROPER MAINTENANCE ANO/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. 1. 7 1. 8 . 1 . 2 • 3 • 4 . 5 . 6 . 7 • 8 • g .10 . 1 1 . 1 2 . 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATEtY AT THE CONTRACTOR'S EXPENSE. LAYOUT OF WORK: THE CONTRP.CTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REQUIREMENTS: THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. ALL ROCKS 1" OR LARGER, ANO OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITE,CT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED . GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK. CAREFULLY CHECK AND VERIFY ALL DIMENSIONS ANO IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS AND ACTUAL CONDITIONS. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. ADEQUATELY STAKE. BARRICADE, ANO PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. ll.E'.EQ.M.lli......lfil.S ELECTION; A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLEO OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. REJECTION AND SUBSTITUTION: A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR ANO CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. UTILITIES A. ALL UTILITIES (WATER AND ELECTRICITY) USED OU RING THE INSTALLATION OF THE LANDSCAPING AND IRRIGA"'ION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. PROTECTION OF EXISTING TREES, SHRUBS ..AND.....Y..IN.ES A. IT IS THE INTENT OF TH.E PROJECT THAT CERTAIN EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. B. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. C. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH RESULTS IN DEATH OR PERMANENT DISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR: AND THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE ARCHITECT, OR REIMBURSE THE OWNER THE COST OF SAID REPLACEMENT. THE ARCHITECT SHALL BE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. 0. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY WORKERS AND EQUIPMENT. ALL DAMAGE BY THE CONTRACTOR TO EXISTING PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY PERSONNEL APPROVED BY THE ARCHITECT. E. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIALS ANO/OR LIOUID. SUCH AS PAINT, CONCRETE, CEMENT, Oil, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIP LINE (THE OUTSIDE EDGE OF THE FOLIAGE OVERHANG) OF ANY TREE OR SHRUB, OR WITHIN 6" OF THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE ARCHITECT AND REPLACE WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. F. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS; WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES ANO SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL BE BY HAND, TUNNELING UNDER ROOTS 2" AND LARGER IN DIAMETER. CUTTING OF ROOTS 2" AND LARGER SHALL BE ONLY ON THE APPROVAL OF THE ARCHITECT. G. PAINT CUT ROOTS WITHIN 24 HOURS; WHERE THIS IS NOT POSSIBLE, KEEP THE SITE OF EXCAVATION ADJACENT TO THE TREE SHADED WITH MOIST BURLAP OR CANVAS. 1.9 INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE•MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF All SOIL CONDITIONING ANO GRADING. BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. • 3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CON- TRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. . 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT ANO SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. . 5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE ANO PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 · PRODUCTS 2 .1 SOIL AMENDMENT AND FERTILIZER: . 1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR- GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). • 2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. • 3 IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. . 4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. . S FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN- TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0''111 10.0% 10.0% MINIMUM MINIMUM MINIMUM . 6 FERTILIZER (COMMERCIAL) SHALL Bia LONG•LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE· FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: .7 .8 NITROGEN PHOSPHORIC ACID POTASH 21_0o/. O.Oo/. 0.0''1., MINIMUM MINIMUM MINIMUM FERTII.IZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC·COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0 0 o/, • MINIMUM MINIMUM MINIMUM CIAL) FERTILIZER (COMMER ORGANIC AND INORG MINERALS, FREE-FL APPROVED EQUIPME MINIMUM AVAILABLE SHALL BE A COMBINATION OF NATURAL NITROGEN PHOSPHORIC ACID POTASH ANIC GRANULAR FERTILIZERS WITH CHELATED OWING, SUITABLE FOR APPLICATION WITH NT, AND SHALL CONTAIN THE FOLLOWING PERCENTAGES BY WEIGHT OF PLANT FOOD: 7.0% MINIMUM 9.0% MINIMUM 4.0% MINIMUM oc • " 1ST: Al>;~, ,~7~, ~?~ /:fl. _? '"l -~'V'..'1!~ J Y ~ -"" e ..7 ; •1 J• .., Dalo .-/4~ /. -~ _.il~ Lands Ci\f'C A n;hilectur~ • rlanning Lajolla Ccnlrc II owlll" C("nlrc Driv~~ S-uile 340 9255 T Sa (, 1 n Diego, CA 92121-3002 9 .'i.'i0-1575 • fax 550-1580 DATE INITIAL EJ<GII-IITR Of WORK .9 . 1 0 2.2 2.3 2.4 2.5 2.6 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM SOIL ENHANCER SHALL BE SARVON. PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER 113 CU. YD. SITE SOIL 2/3 CU. YO. IRON SULFATE 1 LB.IPER CU. YD, OF MIX GYPSUM 10 LBS./PER CU. YD. OF MIX BACKFILL MIX QUANTITIES ARE FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED ANO CUT CLEAN ANO BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. GUYING MATERIALS: . 1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE. . 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' • 6" IN LENGTH. . 3 HOSE FOR COVERING WIRE SHALL BE OF 2•PLY REINFORCED RUBBER. USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH IN DIAMETER. . 4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER ANO FOUR FEET LONG, OF UNIFORM THICKNESS . . 5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. PLANT MATERIALS: .1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO . 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. . 2 DUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, ANO MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. . 3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. . 4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. . 5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. . 6 PLANTS SHALL BE SUBJECT TO INSPECTION. AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE. VARIETY. CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. . 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL Will BE CONSIDERED FOR USE OF THE NEAREST EOUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. . 8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. . 9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE. TO REJECT THE PLANTS REPRESENTED BY THE □E;:FECTIVE SAMPLE. .1 O IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. .11 SOD SHALL BE MARATHON 11. BACK MULCH .1 SHALL BE FIR BARK CHIPS OR EQUAL, 1"-3" INTERLOCKING PIECES. . 2 SHALL BE PACKAGED IN BAGS OR BALES UNLESS APPROVED OTHERWISE. . 3 CITY MUST APPROVE SAMPLE PRIOR TO DELIVERY OF MULCH TO SITE. APPROVED FOR PLANTING "AS AND IHHIGATION ONLY, INCLUDING PRECISE RCE EXP. LOCATION OF PLANTING REVIEWED BY: AHEAS. INSPECTOR BUil T" DATE DATE .. ~ ::..eJTY OF CARLSBAD-I SHEETS I PLANNING DEPAfHMENl 38 -LANDSCAl•E SPECIFICATIONS FOR: FOUR SEASONS RESORT AT A VIA RA ,. -!'!.ORTH.VILLAGE 7G>eJJ -,2.t,-f.7 I APPROVED ASSISTANT PLANNING D111ECTQf1 OATI: OWN BY: PROJECT NO. DRA'MNG NO. -DATE INITIAL DATE INITIAL I I CHKD BY: REVISION DESCRIPTION OJ>IER APPROVAL OTY APPROVAi. RVWO BY: CT 95-02 346-7M C.M.V,.D. JOB NO. - - - - - - - - \ll ME'SA. IILUfPFllhll PART 3 • EXECUTION 3 .1 SITE PREPARATION AND WEED ABATEMENT: . 1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. .2 WEED ERADICATION SHALL BE DONE TEN {10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. 3.2 WEED ABATEMcNI J.J 3.4 . 1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA APPLY 200 POUNDS OF COMMERCIAL. FERTILIZER 21-0-0 PEA ACRE. . 2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS ·AND SPRAY NON-SELECTIVE HERBICIDE. "ROUNDUP" TO ERADICATE THE GERMINATED Wl!EDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. HERBICIDE APPLICATOR. SHALL BE LICENSED BY THE ·ST ATE OF CALIFORNIA. . 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BE LOW THE SURFACE OF THE SOIL. .. 4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) .CONSECUTIVE DAYS, UNTIi. THE NEW GROWTH APPEARS. RE-APP.LY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE· HAS HAO A SUFFICIENT TIME TO KILL SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: . 1 FOR AREAS LESS STEEP THAN 2:1: .2 . 3 AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL THE THOROUGHNESS AND COMPLETENESS OF THE AOTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. B. C. D, FOR SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YD. PEA 1,000 SO. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SO. FT. 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. FERTILIZER (COMMERCIAL): 6·20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST, FDA BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. CITY INSPECTOR SHALL APPROVE SOIL TEST AGENCY & TEST ~ECOMMENDATIONS AREAS 2:1 AND STEEPER: PRIOR TO DELIVERY OF AMENDMENTS TO SITE. AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR AOTOTILLING SHALL BE REQUIRED. A. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 SO. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. C. CITY INSPECTOR SHALL APPROVE SOIL TEST AGENCY & TEST RECOMMENDATIONS DEEP WATER LEACHING: PRIOR TO DELIVERY OF AMENDMENTS TO SITE . A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL COMDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED ANO SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. B. c. D, E. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR TESTING, SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS; ECE PH MAXIMUM 3.0 X 10.3 MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE- APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION Of THE COMMERCIAL FERTILIZER 6-20-20. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. F. CARE SHALL BE TAKEN THAT THE RAlE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLUFFING OF SOILS. G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. FINISH GRADING: . 1 FINISH GRAOES SHALL BE AS INDICATED ON CIVIL ENGINEER'S ANO LANDSCAPE DRAWINGS. . 2 ,3 . 4 .5 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER- COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVEA AREAS AND 1" BELOW IN LAWN AREAS. FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, AOTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3.5 .6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS . • 7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. . 8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. • 9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: .1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UJl!OERGROUNO CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT, DAMAGE TO EXISliNG UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. -2 Pl ANTING TREES, SHRUBS AND \'INES· • 3 A. B. C. D. E. f. G. H. I. J. K. L. M. N. 0. P . ALL EXCAVATED HOLES Sl-iALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER ANO SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPAIN KLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB ANO HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. PLANTING TABLETS SHALL BE PLACED IN EACH PLA1!TING HOLE, LOCATED AS PEA MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)-5 GRAM TABLET (1)-21 GRAM TABLET (3)-21 GRAM TABLETS (5)-21 GRAM TABLETS (1)-21 GRAM TABLET PER LINER AND FLAT SIZE PLANT. PER I-GALLON CONTAINER. PER 5"GALLON CONTAINER. PER 15-GALLON CONTAINER. PER EACH 3" OF BOX SIZE. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION, ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS, THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED Tu EACH TREE AND STAKE av LOOPING FIGURE 8'5 WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR J TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING ANO SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. Q. ALL TREES ;/4" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE . f.LANIING GAOUNDCOVER:i: A. B. C. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVEA PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS . ALL SHRUB & GROUNDCOVER AREAS LESS THAN 3:1 SHALL RECEIVE A 3" LAYER OF MULCH. ~-...._ , \,,_ .4 3.6 3.7 D. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFI- CIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI- ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES . f-THE GROUNDCOVER PLANTING AREA SHALL BE HAND- SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE . f. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS ANO TREES ARE PLANTED . SODDING OF LAWN AREAS: A. AFTER LAWN AREAS WHICH ARE TO BE SODDED ARE ROTOTILLED, SOIL CONDITIONERS INCORPORATE, ROCKS AND DEBRIS REMOVED, THE CONTRACTOR SHALL INSTALL APPROVED SOD. B. PRIOR TO REPLACEMENT OF SOD, THE AREAS SHALL BE FINISH GRADED SMOOTH WITH A UNIFORM GRADE BETWEEN WALK, CURBS, STEPS AND BUILDINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF FINISH GRADES PRIOR TO PLACEMENT OF SOD, C. SOD SHALL BE LAID IN STAGGERED ROWS, FOLLOWING THE D. E. '6 GRADE ELEVATIONS. (DO NOT LAY SOD PERPENDICULAR TO SLOPE OF GRADE). SODDED AREAS SHALL BE THOROUGHLY WATERED AND KEPT CONTINUOUSLY MOIST AS' REQUIRED. RE-SODDING: SODDED AREAS WHICH DO NOT SHOW A PROMPT CATCH OF GRASS WITHIN 10 DAYS AFTER INSTALLATION SHALL BE RE-SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ACHIEVED. HYDRO"SEEDING SHRUBS TREcS AND GROUNDCOVERS: A. HYDRO-SEED SHALL BE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS CALLED FOR PER MIX. B. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER HYROSEEDER" TYPE AS APPROVED BY THE ARCHITECT, THIS EQUIPMENT SHALL nAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND ANO HOMOGENEOUSLY MIX A SLURRY CONTAINING 1,200 POUNDS OF MULCH AND SEED. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PACE THE SLURRY TANK ANO SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. C. APPLICATION METHOD; USING THE WOOD PULP AS A GUIDE, THE EQUIPMENT OPERATOR SHALL SPAY THE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, SO AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON EACH OTHER, UNTIL A COMPLETE, EVEN COVERAGE COAT IS ACHIEVED. D. HYRDO-SEEOED AREAS SHALL BE KEPT MOIST AT ALL TIMES 20-24 DAYS PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS IS SUFFICIENTLY WELL ESTABLISHED AS PER ARCHITECT'S APPROVAL. E. HYDRO-SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO- SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. F. RE-HYRDO-SEEDING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION. HERBICIDE APPLICATION: PAE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED ANO PRESENT AT THE TIME OF THE APPLICATION. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. CONCRETE MOWSTRIP: CONCRETE MOW STRIP SHALL BE INSTALLED AS PEA PLAN ANO DETAIL 3. 8 CLEAN UP; AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE ____ EXP, ____ _ REVIEWED BY: INSPECTOR DATE DATE [D1ly,~ \: r7~· ~~ . ~' S ✓,,':.,~c.,/ ,~~T, CITY OF CARLSBAD ~ ?;;1 $':,1/ .,· -✓V 2j ¼#/ , X! T ~ , ~===-'.===P=LA=N=N=IN=G::::::D::'E::P::'A::'R:'-:TM'=::E::'N:'-:T===::::::'...=:==::::::: ~ Ji~'¾--;y1~ ~~~--+---+---------·----1-----1------l----l---l ~~ landscape Archilcclurc • Planning la Jolla Cenltc II LANDSCAPE SPECIFICATIONS FOR: FOUR SEASONS RESORT AT AVIARA ~ORTH VILLj\GE APPRO~ £ 11 v.. . ,.., ;z.. 6 fZ ASSISTANT f:>triNNINCU:IRECTOR / DATE 9255 Towne Ccnlrc Drive, Sui le 340 DAT!: INl'TIAL O,\TI: INITIAL DATE INlnAL OWN BY: ---I PROJECT NO. I DRAWING NO. CHKD BY: ---CT 95-02 346 7M San Diego, CA 92121·3002 OIGINEIJI Of" WORK REVISION DESCRIPTION OTHER APPROVAl CITY APPROVAL RVWD BY: · · - 1i 19 550-1575 • fax 550-1580 t:==:.:..:::....=:.i __________________ J.:::'.::...::::::::'.:.l...:'..:_'_:::'.:'..:~_::::::::;:::;;=~~=-===::::::::::::::::::=:~::::::::::::~ C.M.W.D. JOB NO •.