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Home My WebLink AboutDWG 499-7L; SDP 16-25; LEGOLAND WP17 WATER SLIDE; 01-25DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED WATER STANDARD PLAN NOTES ·L ,\LL WOR« SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES Mm REGULA TJONS. 2 DRINKING WATER F:OUNTAlf·IS MID DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT V'IITH RECYCLED WP,TER SPRAY, Ml$!, OR RUNOFF, 3. BE;ST MANAGEMi:NT PRACTiCES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTEfJT POSSIBLE PONDiNG, RUN-OFF, OVER-SPRAY AND MISTIMD. A. HOSE BIGS ARE STRICTLY PROHIBJTED. 5. CROSS-CONNECTIONS BETWEI, RECYCLED WATER UN ES AND POTABLE! WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MP,TERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL.OF THE CARLSBAD MUNICIPAL W!,TER DISTRICT. T ALLMAINUNE PIPES SHA!.L HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DJSTRiCTS RULES AND REGULATIONS. 3. HOURS FOR IRRIGATION Wll}I RECYCLED WATER ARE FROM 10:00 P,M.TO 6:00A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY SE MODlFIED SY THG LOCAL AVTHORfTY. fRRIGATIOfl DURING PUBLIC U.SE PERIODS WiTH DISINFECTED TERTIARY RECYCLED WATER SHALL B.E UNDEf, THE SUPERVISION Of THE DESIGNATED USER :suPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P .M" AND 6:00 A,M. 9. BURIAL OF ALL WIRING AND PIPIMG SHALL MEf.;T 1:/\RL$8AO MUNICIPAL WATER DIS fR)Crs RULGS ilr'ID REGULATIONS, rn. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WiTri RECYCLED WATER, WHETHER BY WINDBLOWN SPPJ\ Y OR BY DIRECT APPUCATIDN THROUGH IRRIG/\TiOM OR OTHER USE. LACKOF PROTECTION, WHETHER SY DESIGN, CONSTRUCTION PRACTICE dR SYSTEM OPERATIGN, IS STRICTLY PROHIBlTED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE 0VER,$PRAYING ON SIDEWALKS, STREETS AND NON-D5SiGNATED USE AREAS. 12. R);GYCLED WATER OUICK CDVPUNG VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULE;$ ANO REGULAflONS. 13. 01<1 RcCYCLf.D WATER SYSTEMS, ALL APPURTEl,ANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL SE COLOR-CODED PURPLE PER A'N'0JA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY GODE . 14, ALL IRRIG/ITION PIPES SHALL BE STENCILED Wl1ri TH~ WARNING, "NON·PCT.',BLE OR RE(;YCLED WATER," GOLOR-COIJEO (PURPLE) AMO LAID WITH "WARNING TAPE AND STENCILING ORIENTED TOWARI) THE TOP OF THE TRENCH PER THE CARLSBAD MUN!CIPAl WATER DISTRICTS RULES AND RRGIJLATIO~JS, 15. ON NEW ON,SITE SYSTEMS (POST•METER), POTABLE WA iER, CONSTAtff PRESSIJRE RECYCLED WATER AND °Fl:iEWER_UNES-SHQULO BE PLAC.P.;D A M!NIMUM OF FOUR FEET APARTiJR-'AS OIREDTED BY THE PROJECT ENGINEER ANO I OR REGULATORYADEcNCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT •'IPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE IMCHES 8Ec0W POTABLE WATER LINES ANO MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATIOM BET'i\lEEN OTHER UTILITIES, ti, IF A (;ON;\TANT PRESSURE REC'IGLED WATEcis LiNE MUST BE INGTALLED ABOVE A POTABLE 1/VATicR LiNE OR LESS THAN fWELVE INCHES 8ELOWA PQTA8LE WATER LINE;, THEN.THE RECYCLED WATER.LIME.SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PEF( THE cr--.RLSBI\D MUNICIPAL WATER Dl$TRICT RULES AND REGULATIONS. 16. THE REQUIRED GROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARI.SElAD MUNICIPAL WATER DISlRICT AND THE SAN DIEGO COUNTY DEPARTMEHT OF ENVIRONMENTAL r!EP.LTH. 19. THE REQUIRED GROSS-GONMECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENTOF ENVIRONMENTAL HEALTH. COPIE.S OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20, THE DESIGN AND LOCATIONS PROPO,SfcD FOR RECYCLED WATER "DO NOT DRINK" SIGN$ SHALL BE CALLED OUT ON THEPLAMS. 21, WHEN RECYCLED WATeR BECOMES AVAILABLE, AN OM-SITE USER SUPERVISOR SHALL BE DESIGMAiED IN WRITING. THIS INDIVIDUAL Sr!ALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIM THE PROPERTY, WiTH THE BASIC CONCEPTS OF SACKFLDW / CROSS·OONNEGTIOM PROTECTION, Tr!E RECYCLEDPURVEYOR'SRUUSS ANO REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WAlER SYSTEM. COPIES OF THE DESIGNATION, wrrr1 CONTACT PHONE NUMBERS SH,~LL BE PROVIDED TO THE CARLSBAD MUNICIPi'.LWATER DISTRICT. IN CASE OF eMERGENCY COMTACT CHRIS ROMERO AT (760) 91S-5460, OR AFTER HOURS CONTACT •JHRIS ROMERO AT (7o0) 918-$40[). 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WE.l.10 S AND WAT FR COURSESWITH!N THE RECYCLED WATER PROJECT SHALL !3E SHOWN ON THE PLANS. 23. GALL OUT ON THE PL/\NS IF THERE /\RE OR /\RE NOT DRINKING FDUNTAlNS AND I OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE .. 24. EDUCATE ALL .MAINTENANCE PERSONNEL ON A CONTINUOUS BAS!;, OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGi\ TION PURPOSES ONLY, AND 18 NOT APPROVED FOR DRINKING PURPOSE$, HAND WASHIMG. GLEANING OF TOOLS, ETC, GIi/EN THE HIGH TURNOVE.R RATE Of EMPLOYEES IN THE LANDSG/\PE INDUSTRY IT IS IMPORTANT THIS INFORMATION SE DISSEMINATED ON AN I\LMOST DAILY .BASIS, 25. A PH'(SIGAL :.;EPARATION ,{HALL BE PROVIDED BETWEEN ADJACENr AfsEAS IRF{IGATEO WITH RECYCLED WATER ANO ROTABLGV<JATER SEPARATION SH.'1LLBE f>ROVIOED SY QISTANC2, CONCRETE MOW STRIPS or, OTHER APPROVED MGTHOOS, TYPICAL SIGNS r· ----PURPLE BACI\GHOUNO . 1-·---BLACKLOGO /1" 8LAGK LETTERS J6" V V _,,,~---.,.-'N. ) 1 I ,, J,S, 12'1 X 36" SIZE WARNING RECYCLE:P:WATER DO NOT DRINK RECYCLED WATER WASH HA SAFTER CONTACTING LA'IESE SUS 1"1 NOS Df.SPUES DE USAR ' .032 ALUMINUM, ,060 ABS PLASTIC OR sncK•DN Vlf,JYL SIGNS '---1" BLACK LETTERS 2" SLACK LE'TTERS ·1n Or-d,erio Conserve V,/ater." RECYCLED WATER IN.USE DO NOT ~ NO TOME DRINK \:fl>} Eli\GU/\ WASH. HN1Ds~1,f1ER C01iJAOT1NG l.AVESE.ffi.lS MP.!!08 DE-Srwt.J Q&US,'t?. 18" ;, ·J 8" SIZE ,an ALUMINUM, .060 ABS PLASTIC 0.R STICK<ON VINYL SIGNS RECYCLED WATER SYSTEM (PRIVATE) LEGOLAND WATERPARK INSPECTION PROCEDURES 1 DISTRICT CONSTRUCTION IN<PECTIOHSHAll INCLUDE: A. REQUIRED SEPARATiON BET'IVEEN f'OT/IBLE AND RECYCLED WATE;RUNES (HORIZDNTALL Y AND VEFflCALLY, . B. PIPE IDENTIFiCATIOft C, SLEEVING AT CROSSINGS, 0. APPROPRIATE MATERIAL1 AND MARKING, INCLUDll)G PROPER QUICK C'OUP.LERS. 2. DISTRICT FINAL IMSPECTION $HALL INCLUDE: A SIGflAGE INSTALLED PER PLAN. fl. CONTROLLER STICKERS, C, TAGGING OF VALVES D. COVERAGE TEST AFTER.,;OMPLETION OFTHEcSPRll~KLE'RSYST£;MTO 2NSIJRE, PROTECTION .OF AREA NQT APPRO\/EO FOR RECYCLED 'NATER \!SE. E, ALL ASPECTS OF'i'HE IR!SIGATION COi,JDfTIONS INCLUDING WIND6LOWM SPRAY·, Carlsbad, California SPECIAL NOTES A SEPARATliCITY REVIEW AND APPROVA.L IS REQUIRED fOR ANY PORTIONS Cf THESE PLANS REQUIRING A 1:!UIL!)ING PERNIIT, t:rry APPROVAL OF THGSE Pl.ANS 1.S FOR LANDSCAPE PLANilNG AND IRRIGATION ONLY, INSPSCTION PROCEDURES: INSPECTION OF TH.E PROJECT GHALL SI;. PERfORME;D BY THELANOSCAPE.ARGHITECT OF THE. WORK, ;QR Hi$ DESIGNATED AGEN'i'. RE.FER TO THE SPECIFICATIONS FOR TiiE SCHEDULE OF REQUIRED INSPECTIONS Ano REQUIRED SUBMITTAL$, FDLL.OV'IIHG COMPLETION Of THE WORK,THE;lAHDSCAPE ARCHITECT OF THE WORK WILL CERTIFY T.HAT THE It.STALi.A T!ON HAS BEEN COMPLETE.□ 8Y SUBMITflM(lTHE "FIMAL . LAND9CAP!a CERTIF ICATIOr; FORM." A REQUSST FOR A FINAL LANDSC,~PE IMSPEGTIDN BY THE CITY MUST ALSO BE, MADE BY CALLIMG THE INSPECTION REQUEST LINE, SHEET INDEX SHEET TITLE RECYCLED WATER I TITLE SHEET HhRDSCAPE PLAN . HARQSG/\PE DETAILS AND NOTES-··- IR'<IGA TION PLAN IR"<IGATICN LEOEN:0 AND CALCULATIO~JS IR~IGATION NOTES IR~I.GATION HYDROZQNE MAP $HEET NO. 1 21 3 -6,24,25 22 9 10 !R~lGAtr'o.rt DETAILS n.:-1:3 f.---'=PlA:;,cN"'T,::.IN::,Gc.;P'°LccA:i:N~c---------·"""""'. )4 23 PtANTING OETAII.S 15 SPC:CIF!CAtiDNS RUNOFF, .AND PONDING. F, Ri;;QUIRED PROTECTION 0F ALL RESIDENTIAL AREAS, ''FINl><L LANDSCAPE CERTIFICATION FORM" EMAIL TO: m.lkee!!iott2@cox,net LANDSCAPE INSPECTION REQUEST PHONE LINE: (760j 6024602 "-._.,..--.._,.~..._,.~~~~ G. REQUIRED PROTECTION •)F WELLS, STREAMS, RESERVOIRS, ETC !{ GROSS-CONNECTION TEST IFREOUIREIJ, L COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER, ANMUAL INSPECTION SHALL klCLUDE: A.. A COMPLETE INSPECTl□tl THAT WILL COVER A· I OF THE DISTRIGTfle!AL INSPECTION. REI/ISIONS MUST BE APPROVED EY PUl;;LIC HEN.TH ENGINEER. CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMFLEMENTA noN IN FIELD. AS-BUil T PLAf~ REQUIREMENTS CONTRACTOR SHALL PR6PARE AS-8Ullf "RECORD DRN/VINGS" IN ACQORDANCE WITH SPECIFICATION SECTION 02811, P!,RT 1 OG A, JM.DICATlNG ALL CHANGES IN THE WORK. WHICH-CONSTITUTE DEPARTURES FROM THE DRIGINAl. CONTRACT DRAWINGS. THE;SE DRAVVINOS SHALL BETURNED OV,R TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF TllE LANDSCAPE INSTALLATIQN. FINAL AS-BlJIL T PLANS Sl"ALl, BE Pfl.EPARED SY THE LAHDSCAPG A~CHITECT, BASED ON THE INFORMATIOi--1. PROVIDED BY THE; CONTRACTOR, /\ND DRAF'!:iD Gl.EAR!o.Y TO THE SATISFACTION OF THE .CITY, ANO THE ORIGINAL PLANS SHALL3E SUBMiTTED TO THE CITY FDRTHEIRKEEPll1D. NOTEc: FINAL A$•BUILT PLAN$ VI/IL B13 RE'QUIREO T.O SE REVIEW~D AND APPROVED BY THE CITY PLANNING OEPARTMEt<C AND FINAL PLANS WILL BE R!:OUiRED TO BE APPROVED"BY THE CITY PRIOR TO SECURITIES RELEASE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLAHE THAT I AM THE LICENS.ED DESIGNER OF WORKFO.R THIS PRO;;E.OT, ltire::i~ii1~i:;T~2~~:0i~F1isi¥iJ~Xt!r?i~~JtE~~~~~Nct;~~::D~~!~T THE DESIGN 18 CONSISTEP!T WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK Of PROJECT DRAWINGS AND SPECIFICATIONS.BY THE CITY OF CARLSBAD AND THE$AN DIEGO OOUf!TY DEPARTMENT OF ENVIRONMENTAL HEALT!i IS CON'JliED TO. REVIEW ONLY AND DOES NOT RELIEVE ME, As THE-LIC~NSED 0Esi(H'1eR oF.rvORr'\, Cw 11akr RES-POP.11B1L1ne·s0f6R PRO,Jec'f DESIGR THESE; PLANS HAVE BEEi✓ PREPA'lED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANOSGAPE CONCEPrPLAN, WATER CONSERVATION.PI.AN,.flRE PROTECTIONPtAN, AMD ALL CON)!TiONS OF APPROVAL RELATEDTO LANDSCAPING. BY: i 11 ,' J .. R1 SCAPEARCHITECT R.LA #2809 • FIRM NAME AND ADDRESS: TEL~PHONE. NUMBER: R.EGISTRATiON NUMBER: 2XPiRAtfON D1\TE: OWNER NAMEAl,D ADDRESS: TELcPHONE NUMSER: RIDGELANDSt;:APE .ARCfj!TE:CTS 8M 1 RESEARCH DRIVE, SUITE 200 !R1il.N.€, CA 9-4'e1a . (949)'327'1323 280.9 MAY 31, 20·17 MERLIN MAGIC. MAKIMGILEGDLAND OALIFDRNIA 1 LEGOLi\ND.PRIVE CARLSBAD, CA .92_008 DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WlTH THE REQUIRE~.ENTS FOR IJ\NDSCAPEAMD IRRIGATIQfl PLAMS CONTAINED IN THE CITY OF CARLSBAD'S WATER F.FPtCIENT l.ANDSCAPE REGULATION. I HAVE PREPARED THESE PLANS INC0~1PLIANCEVVITH THOSE REGULATIONS AND TH.E LANO$CAPE MANUAL I CERTIFY ll"IAT THE F'LA~J IMPLE/AENTS THOSE REGULATIONS TO PROVIDE 6FFIGIENT USE OF WATER. NOTE: PRIOR TO THE START .OF GRADMG,THE APPLICt;NT GR.APPLICANTS AOEflT:SHALL O!lTA)N GITY APPROVAL OF A C;iNSTRUGTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING Of THE SLOPE PLA'4TING AND IRRIGATION THE SCHEDULE SHALL SHOW TIMl~i.G OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS JMMEDIATELY APTERROlJGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLAMTING SHALl TAl<c: PLACE AS GRADING PROGRESSES, INSTALLATION OF IRRIGATION A$ SHOWN OM THE APPROVED PLNlS SH4LL COMMENCE \f/lTHI N :1 D DAYS OF THE TIME WHEN EACH SLOFEIS BROUGHT TO GRADE.AS. SHOWM DM TH.E APPROVED GRADING PLANS. P.A~iTINGAND IRRIGATION FORTHF. s1:orE AREAS SHALL BE COMPLETELY INSTALEO, AS SHOWN ON THE APPROV.EO PLNJS, WITHIN :lO DAYSAFTERTHE IRRIGATION 1/JSTALLATION FIRSJ'COMMENOES, L IL ALL IRRIGATIOH8ACKFL01t/PREVENTERS SHALL BE.TESTED SY A CERTIFIED TESTER AND RESIJL 1$ MUST BE GIVEN TO THE CITY ANO THE CARLSBAD MUNICIP.AL WI\ TER DISTRICT. PIREBEHVEEN THE METER AND BACKFLOW PREVENTER SHALL BE "St:HliDULi: K HARD COPPER'\ APPROVED CONTRACT BACKFLOW TESTERS CAN BG FOUND CN THE CJTY WEB SITE AT hnp:1Jv1w_W.i;J;1'r1Sbadca:go•.i/servlcesldepactment~iwater/Documents/recydsd•uat9rbaokflowte·sterl!st:pdf FOR Ri:;CYCLED, ()R hitF)'.//Wvj,w.·car1sbadca..sov/s~rv_l.ces_t1epa0rne,n!S/1,-.iiictatlDocf1m·entsAVat$:'rbaakftQwteSterl1st,pdf FOR POTABLE, OR CALL (760) 406°2722, SIGNAGE NOTES THS FOLLOV'/ll✓G GUIDELINES FOR THE IJSE OF RECYCLE □WATER ARE TO BE PERMANENTLY POST!;() INSIDE Tr!EDOOR OF EACH CONTR<JLLER WHERE THEY ARE EASiLY VISIBLE, PLACE ON ~-.112" X H" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH B.LACK l.ETTERING, GUIDELINES FOR-RECYC.LEDW,A.TER USE;; 1 IRRIGATE BETWEEN THE.HOUR$ OF 10:00 PM ANOfi:QO AM Ot,;_ Y, WATERING OUTSIDE THE Tl.ME FRAME MUST SE DONE MANUALLY WITH OUAUFlED $UPERVISORY PERSONNEL Oii,SITI:. NO SYSTEM SHALL AT ANY TIME SE LSFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE lN A MANNER THAT Wilt MlfllMIZE RUN°0FF, POOLING, A~ID.PONDING. THE APPLiCAJION RATE. $HALLNOT EXCEED THE INFILTRATIOel RATE Of THESOIL TIMERS MUST.BE ADJUSTED SO AS TO BE COMPATIBLE WITrl THE LOWSST SOIL INfll TRATICJN RA TEPRE.SENT. THI$. PROCEDURE MAY 8!'; FACILITATED BY THE EFFICIENT SOHEDULIN.G OF THE AUTOMATIC CONTHOL CLOCK$, (I.E c.MPLOYING THE REPEAT F\!NGTION TO BREAK UP Tr!E TDTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM. SOiL ABSORPTION. 3.. ADJUST SP RAY HEADS TO ELlMINATE. OVER SPRAY ONTO AREAS NOTUHDER THE CONTROL OF THE CUSTOMER. FOR EX,1MPLE,POOL DECKS, PRIVATE PATIOS AND LOT$ AND STREE:lS /\NP SIQE,Wil.LK$. 4. MONITOR AN.D MAl~HAIN THE $Y.$TEiM TD MINIMIZE: EQUIPMENT AND MATERIAL FAILURE, BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES,. ETC SHOWL.D BE REPAIRED AS SOON .AS fHEY SE.COME. APPAREeNT EDUCATE f.LL MAINTENANQE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WAT8R. PERSONNEL MUST BE IN.FORM~□ THAT RECYCLED WAU:RjS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FO.R DRIN~.ltiQPIJRPOSES, HAND WASHING, CLEANIN.G OF TOOLS, ETC. GIVEN THE H!GH Ti.lR~JDVE.R RATE OF E.MPLDYEES IN THE LANDSCAPEINDUSTRY,.IT IS IMPORTANT THIS INFORMATION BE DISS.EMINATED ON AN ALMOST OAiLY E>ASIS. lT 1.S YCU, THE LANDSCAPE CONTRACTOR WHO JS RESPON$1SLE FOR EOUCATIMO EACH. AND !';VERY ONE .Of YOUR EMPLOYEES, 08TAIN PRIOR APPROVAl OF ALL PROPOS.ED CHAMGES MIO MODiFiCA TiONS TO ANY PRIVATE ON~SITE FACILITIES, SUCH CHANGES MUST BE SUBMITTED TO,AND APPROVED BY, THEPISTRICT E,NGINEERWlG OFFICE Al•iD DESIGNED IN ACCORDANQEWITH DISTRICT STAHOARDS, 7. ALL RECYCLED WATBR:S.PRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS, A TAGS SHA.LL BE W~ATHERPROOF PL/\STIG, S"X 4", PURPLE IN COLOR,Wi'fH THE WORDS "WARNING-RECYCLEP WATER-DO NOT DRINK" IMPRINH:D ON ONE SIDE, AND ''NO TOME EL AGUt," fJN TH.E OTHER SIPE. IMPRlt<mNG SHALL BE PERMAMENT AND BLACK .IM COLOR USE TAG AS MANUFACTL!RE'D 8'( T. CHRISTY ENTERPRISES OR APPROVED EOUAL B, ONE TAG SHA!.LSEATTAGHtcD TO EACH VALVE AS FOLLOWS: 1. ATTA(;H TO VALVE STEM DIRECTL'( OR WITH PLASTIC TIE,,WRAP, OR 2, ATTACH TO SOLENOID WIRF. DIRECTLY OR WiTH PL~STIC TIE-WR,~P, OR 3, ATTACH TOVALVE GOVER WlTHEXISTING VALVE COVER BOLT. < ' : V l<ECY:LrnvtMERUNE w/o fHEk~. ii fi{EfER ro c:1·✓:1. ?LAf,5 ~ PQTA!.JLE W",.TERUNE FIRE 1-!YUf.'.AN r '-"-''-'' PROJECT MAP - SYf·,'1BOL l)cSCRIPTlON LEGEND ...... _ ----"fil;.-----PROPOSED RECYGLED WATERUNE. ~ f:,\'-';·r;o,-::-, I i./M<Hne: 1>.-\ffjl,'/;s°{ ---~--RW-----RELOCATED RECYCLED WATER LINE. --P.£ _ .. < .... ,~ --"EXISTING' RECYCLED WATER LJflE. ·, . ,' ' ' ALL SPRliiKLERHEADS.SHA.LL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS, ,U:?ft,,:i'.~-'.:'.('.:,'.'.'..~,:'."w,,-1.c·:.·s:;:.k.,·,-"c:,'.,·;,<,-;_,._;,<;:"'.=:!-::'~,\'..\ ,,.c,ALL LANDSCAPED AREAS;; AREA OF RECYCLED WATER.USE. COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Division l})(t-i-~:-:•:'f')_J'.-:•:•:,i+IC·F:?~i.-?:h·'::-'.•'-·'~•:c:,.:.o-:oEi,'.Vi•:-:,,:._;,:c0 ... 'PO NOT DRINK'' RECYCLED WATER SIGN LOCATIOM, " w "8<1STING" FIR!; LINE. "" 'EXISTING'' PDT.AJ,1.E WATERLINE. -----..----...~------....~....-........-.....~-~-----------.~,...-..,._~_ ( NOTE: APPROVAL OF THE REVISIONS TO THIS PROJECJ ( SHALL SUPERSEDE P~EVIOUS APPROVAL BY DEH. PROJECT SITE F:RE DETECTOR CHfCK APPROX. AREA OF WORK ; .' ~:?;J Of) 0 . ' a: ffl ;;OJ;~~ M~ J ~ ___..,_.,...._...__,_.._.._ ........ _._.._ .... _. __ ..., _ _,_...,..,,_ __ ___ APPROVED FOR PLANTIMG ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH LAND .AND WATER QUALITY DIVISION F (~ -'r. . " · t Gt:EN L::Elc;, ~,,,.,v, ro, au EN YIRONMENTAL HEAl TH SPECIALIST "AS-BUILT" EXP.---- REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT rib' '-~~"-._.,..-~~~~ ~....-.....~~~~~~~~....-.....~~ \~"-"(05/17 13.~ , MINOR CONSTRUCTION CHANGE e,.1 ·11 H~ [siTrrfl CITY OF CARLSBAD r=c=:==4~"""'"""-¥"'~""""""-====~=~"='-""="'------+---t----t----t---1 L__!_j PLAN HING._ DIVJSION SHEETS ,,2{!25 1841 R!IEAP.CH OR IUlfViDO IR!IH,. (A nm fAi.iil.1313 IIPGtt!.COM ot!i-\-td 1 ,"',}ul:l" !Environmental Land Use Specialist Ill CARLSBAD MUNICIPAL WA'rER DISTRICT OS:VELOPERS.NAME: ____________ _ ADDRESS: .----·------- DISTRICT. PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLOA./\JD -WATER PARK 1 LE(JOLAND DRlVE RECYCLED WATER TITLE SHEET APPROVED: • < ~ 0 l') z s 4-n:: Cl I.........___ __ WALLS: OMIT ---~ ~ INTEGRAL COLOR CONCRETE CURB DAVIS COLORS OMAHA TAN, #5084 (600) 35(,4846 PRESSURE ·• DARK BROWN ~ TREATED WOOD COLOR DOUGLAS FIR STAIN WOOD RETAINJN.G WI\LL FENCING: WOODPlANK. --WHITE WASH Ill ~ SCREEN FENCE MUI.TIPL.E COi.ORS -T6D -- ~ ROPE NET FENCE -NET-NATURAL POSTS-DARK 8ROWN TO MATCH EXISTING TRADITIONAL -WH.ITE ~~ §] WOOD RAILING [Bl LOG FENCE "" DARK BROWN TO MATCH EXISTING ~ ALUMINUM -MULTl-·COLOR THEMED BAMBOO YELLOW BAMBOO Q!JEUE RAIL W/ ROPE LASHING ~ WOOD RETAINING ...• WHITE WASH IN . WAll. MUL JIPLE COLOR$ -TBO SITE FURNISHINGS: .,,.,, ..... "\ [i] WHITE MtTAL POST ' GIANT UM!.lREI.LA STRUCTURE WITH \.(}~,) STRUCTURE PUNBRELLA MUL ii-COLOR __ .),,.., FABRIC K--71 [@ t X I CABANAS TROPITONE TBD : tr.:::_::,] _, ... ~,.,~-,~ ·- '"' 'Ks,.,,_ -~--,j""•,.~/t;-., '·\ -~ I ' ' ---'-...,,__, LlGHTSAND "" FINISH I TOP-CAST #05 R.IJFP SAWN -- PRESSURE TREATED --.. PAINfED .. WOOD POSTS. PAINTED -- WOOD PAINTED .. WOOD BAMBO<> ... THEME PAINTED ,. - POWDERCOA! - 1 COLOR AND FINISH SCHEDULE SYMBOL KEY PAVING: [BJ ~ [§J '"""'""'"'""m §J ~ DESCRIPTION ~-•-•N•-• ____ , ____ INTEGRAL COLOR CONCRETE PAVlNG WASHED PLAY SAND STAMPED CONCRETE 'PLANKS' R.UBBERIZED FOUNTAIN DRAIN DECK@ WET PLAY GRAVEL 11lFILL MANUFACTURER DAVIS CQLQRS (800).356-4848 TBD TBD TBO TB□ COLOR FINISH LIGHTSANO OMI\HATAN,#5084 FINISH I TOP-CAST #05 WHITE $AND TBD SEALED DARK BLUEi MEDIUM BLUE ALTERNATING TBO RUBERIZED DECK 3/4' CRUSHED GRAVEL COMME.NTS TOOLED CONTRACTION JOINTS I EXPANSION JOINTS PER PLAN, COLORED AND SANDED NOTE: CONTRACTOR SHALl"PREPARE 4' ~O. SAMPLE Of' PlL PAVING FINISHE;S, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER At<□ Ll\i'IDSCAPE.ARCHITl=CT PRIOR TO INSTALLAHON; 0 10 20 40 60 SCALE ANO NORTH I I ---------- -- CONSTRUCTION LEGEND -· ,.~_,.,-~- SYMBOL DESCl'\IPTION DETAIi. REF. r-ffi CONSTRUCT PEDESTRIAN CONCRETE PAVING A,.SHT. 3 CONSTRUCT EXPANSION JOINT B,,SH1',-3 ~-~ CONSTRUCT TOOLED CONTRI\C flON JOINT B, SHT. 3 .. ,,, OMIT --® RUSSERIZED FOUNTAIN DRAIN DECK@ WET PLAY AREA PfiR WATER J, SH'f. WP-5 FEATURE C.ONSULTANT-SEE PO_DL CONSUL TANT DRAWINGS (§) OMIT - """"""-' (7) CONSTRUCT co~JCRETE PLANTER CURB. A, SHT. 6 ---"""~,.......,..., .. (8 CONSTRUCT WOOD RETAINING CURB A,SHT. 5 (9) CONSTRUCT WOOD PLANKSCREEN FENCE A, SHT.4 (10 CONSTRUCT ROPE NET FENCE C, SHr, 3 Qi) cONS'rRIJCt WOOD GUARD RAIL D. SHL3 (12) CONSTRUCT Q!JlcUE RAIUNG B,SHT.5 "" ---~--; {:_@) CONSTRUCT lOG BARRIER FiaNCE TO MATCH EXISTING I - ' "-·- ~) CONSTRIJCT LOG GUARD RAIL TO.MATCH E,\ISTING - '""'" . " Q§) FURNISHANO INSTALL GIANT UM6RELLA STRUCTURE PER -MANUFACTUR!"R'S SPECIFICATIONS Q§) (,RAVEliNflLL AT UTIUTYARE:A -~@ FURNISH AND INSTALL SAND INFILi... . ~@f FURNISH AND INSTALL CABANA STRUCTURE PER MANIJFACT!JRER'S -SP!"CIFICA TIONS THE FOLLOWING ITEMS ARE FOR REFERENCE ONl Y.' I ! A) RESTROOM BUILDING PER ARCHITECTS SHEETS. B) PUMP ROOM BUILD INGPER ARCHITECT'S SHEETS. -~--CHEMICAL STORAGE BUILDING PER ARCHITECT'S SHEETS. OMIT E FOOD TRUCKLOCATIO!'i • PER SEPARATE: PERMIT. ___ ,. F, RF.TAINING WALL PER CIVIL ENGINEER'S SHEETS. N,., __ ,N,H,-,_--,--•-•- (G WA !ER SLIDE BY OTHERS. f-, _,_ · .. · ____ ., __ , ____ .. ______ , __ , ""·'··'·'"-- 1 H ' LEGO SCULP'fURE B'I OWNER, ~"'"""'~~~ I ENTRY GATEY'/AY STRUCTUKE BY OWNE:Jt ,___,._~,,·~-"''"'' ' J ' SITE FURNITURE BY OWNER. 1--A.O. PAVING TO MATCH EXISTING, PER CIVIL ENci"iNEER'S SHEETS , ___ _ill rn CONCRETE CURBING TO MATCH EXISTING, PER CIVIL ENGINEER'S SHEETS. --·· ·---·~-- ' M• BIORETENTION AREA PER CIVIL ENGINEER'S SHEE1S, ""'""'"''" ' N > EXISTING CHANGING ROOM/ LOCKER BUILDING TO BE PROTECTED IN PLACE. ·-o, EXl~TING PAVING. TO 6E PROTECTED IN PLACE. ~wam_, EXISTING FENCING TO BE PROTECTED it, PLACE, ' p) GRADING & DRAINAGE NOTES S-YMBOL LEGEND A. CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. EXPANSION JOINT SCORE/ SAWC_UT JOINT B. SLOPE ALL HARDSCAPETOACHJEVE POSITIVE DPAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. -Utllllll&.Hll ■llDJl!I UMff OF WORK PA PlANTERAREA (£)PA EXISTING PLANTER AREA TUR,"" TURF AREA (£)TURF EXISTING TJJRF AREA FOG FACE DF CURB r'r P,LIGN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" ~-~~~-~~ ( FOR REVISIONS TO THIS SHEET, OATE t'-,~~~~:,~~__,,-...__..-., ~ INSPECTOR DATE ~~=~:__----l----.+-----l--·1_-_,,l--,.._e------l I SH2EET I CITY OF CARLSBAD . SHEETS 1,:::::~~~:t:::=~~~'-'~~:=:::c:::a:::~~~ ~'-' '>.PC.25 PLN~NING [)!VISION ,.£U; 1-----'1----· -·---··--------------+-----1--·1------+----'l ~~~~~~~~~~~~===~*~ LANDSCAPE IMPROVEMENT PLANS fOR: -""'7 LEGO.LOAND -WATER Pil.RK I l~EGOLAND DRIVE 1-!AflDSCAPE 'Pl.AN APPROVED: 1141 RH!l!RCH DR 1------1-------1--- IUIH 200 PLANNING :;,i...,,1, ... 1 DATE . mm,, f./\ n,ta 949.31).132, Rll)Gtl~:rnw, l---'-cc-1-c-=~---------···--·------+---1-----+----+----I DAT!" 1N111AL DA1E INITIAL DATE INITIAL RE.1/I."10.N o· cs··.CRJPTION Df.SlGNCR or WORK ,.,,,. L,. OTHER: APPROVAL CITY APPROVAL DRWN BY; RLA CHKD BY: RS PRO,•ECT NO. SOP "16-25 CDP 16-48 DRAWING NO, 499-7L ' ~ ~ET GUARD RAIL :~o I WOOD COLONIAL RAILING h,EGENO; 1. 6" SQUARE WOOD POST, P/>,IITTED 2. 2 X 4" WOOD TOP AND BOTTOM RAIL, PAINTED 3. 2 X 8" WOOD CAP, PAINTED 4. 2 X 4" WOOO. PICKET, PAl~ITED ,. ADJACENT PECK, SEE HAROSCAFE PLAN 6. CONCRETE FOOTING 7. SLADE ATTACHMENT WITH COUNrER EOLTS Q, ADJACENT PLANTING ARSA 9, SO% COMPACTED SUBGRAOE, VERIFY AND COMPLY V\llTH l~EQUiREMENTS NQTED IN THE GEOTECHNICAL SOILS RE:PORT AND . ~~,..--...~~,.----..~~,..-...,.,..-...,. ~ ' SEE REVISED DETAIL C, ) :~~~~~~j & ' -~ "''"' :;~:~_~::z.,., I 1 [ T I '! I j ' ' ,. ) / ') ! [ ' \ ' I ) ' ' ( I I I I \ i i I ' \ ') ' I i ' I ) \ ! ( r \, I ) f' \ f i \ I ' i( l l I I i -mm~• NOTES: A, ALL HARDWARE TO BE HOT DIP GALVANIZED S. PROVIDELANDSCAPE ARCHITECT WI (2) SETS OF SHOP DP-AWINGS FOR R!':VEW PRIOR TO FABRICATION, C. ALL WOOD SHALL BE !PEHEAFTWOOD D. MEMBER $IZE, REINFORCING, fOOTING DIMENSlONS, AND BASE iNFOfMATION ARE SHOWN FORBID F!URPOSES o,_LY, COMPLY WITH STRUCTURAL OR.AWING~ AND REQUIREMENTS NOTED _IN THE GEOT_ECr!NICAL SOILS REPORT. I I 1\2~t1-® 2' f-0 --© ' 1 . , ,. • 2 I 6 I I . ' ,, ~. 'r -· LEGEND: 1, .CONGRETE PAVING· SEE HARO SCAPE SHEETS FOR GOLOR AND FINISH 2. PAVINGTHICKNESS: PEDESTRIAN: 4" VEHICULAR: &" 3. REINFORCING AT PAVll~G: PEDESTRIAN PAVING: #3 BARS AT 24" O.C. BOTl'.I WAY. CENTER IN.SLA6. VEHICULAR PAVING: #4 SARSAT 16" 0.C: EOTH WAYS, CENTER IN SLAB 4. FINI.SH GRADE. . 5. 90% COMPACTED SU.BGRADE • VERIFY AND COMPLY WIIHHEQUIREMENTS NOTED IN THE GROTECHNICAL SOILS. REPORT. 6 i /4" TOOLED RADIUS. NOTES: A. PAVING THICKNESS, BASE PREPARATION. AND REINFO_RCING ARE SHOWNfOR BID PURPOSES ONL'(. VERIFY AND COMP/_'/ WITH HEQUIREMENTS NOTEDiN THE GEOTECHNICAL SOILS REPORT. $. PRrNIOE MOCK,UP PERSPECIFICATIONS. C, SEAL EXPOSED PORTIONS OF CONCRETE PAVING PER SPECIFICATIOl'IS . ~ Al CONCRETE PAVING SCALE: 118"; 1 '-0" . ◄ ,1, ' ti ,::,: ..... ,, ............... .;.1',11, :d - tfTL 111=:_: I I -1 11 ... ·I _ I= -· I l-111--.:.111--111-I SAV\CUT CONTRACTION JOINT: 11 1-:111 ,, =~,::1J I 111= --·i ! t·-· 11f-1 1111-111· I EXPANSION JOINT, /4) ~, ·' 7 ® I LEGEND: 1. CONCRETE PAViNG, SEf, HAROSCAPE SHEETS FOR. COLOR AND f !MISH 2. 3/16" WIDE'. SAWCUT C00/TRACTION JOINT· CUT TO '114. DEPT HOF BLAELFROVIDE 1/o'• WIDE (MAX.) 11'{ I" DEEP TOOlED PRE-SCORE JOINTl'O PAYING BEFORE SAW CUTTl~lG, 3. Slio'' WIDE TOOLED COt·ffR,\CTION JOINT WlTH 1 /8" RAD!!JS ON EDGES~ dUT TO 1/4 DEPTH OF SLAB. 4.. 9" LONG PLASTIC "SPEED DOWEL" WITH 51$" DIAMETER, BY 18" LONG SMOOTH STEEL DOWELS AT30" O.G. 5 REBAR· SEE DETAIL"B''. THIS SHEE:T, 6. 2·PARJ COLORED PQLYl)REJHANE SEAL/INT · SEE SPECIFICATIONS. APPLY SILICA #30 GRADE SAND TO SURFACE OF SEA.LANT. WHILE STILL T.'<CK'/ 7 1/4" THICKPOL'fFbAM B.~CKER MATERIALWlTH "ZIP,STRIP"TOP, SPRAY GLUE TO SIDE OF POUR. 8. FIXED VERTICAL EDGE. I.E, WALL. COLUMN, . THRESHOLD. STEPS, Ofl. CURS, 9 COLD JOINT. 10. 118" TOOLE:□ RADIUS ON EDGES. 11. #4X1&" LONG SMOOTH 8TEEL DOWELS AT 30" O.C. DRILLED AND EPOXIED WlTH SIMPSON "SET 22" EPOX'f INTO EXI$TING CONCRETE PAVING, MIH. 3'' EMBED. STEEL DOWELS TO BE SAWCUT TO LENGTH, NOT SHEAR.ED. 12. EXISTING CONCRETE PAVING. :.·_11· __ .. '".r ~ (1) @ . .i1 T T NOTES.: ' -j A. ENSURE THAT NO-CONCRETE Sl!JRR'/ STAINS -t/4"'./r •• -. •• .,.,.~ ••••• .!'""""""~"-!'!ONO WTH EX!STINGPAVING -USE PIERI ~ , I /:\" -_ . · ·''74 "FACE~QFF''; ORS!MILAR PRODUCT, TQ EUM!NATE -_ ·,.-_ ... II I,~.-_',,. 11--.-1 11-. ·--1 llj ··.. SLURRY STAINS ON ADJACENT SURF,\CES. Ji:----,I -I --8. SUBMIT.SE~LANTCOLORFORAPPROVAlPRIQfl.TO rrrlc · 111 ·. 1 11=~~=:1 1 1==1 INSTALIJITlON Of ISOLATION ISOLATION JOINT; .-4----~l.Qli·-·•w·-,~ ---.e."wlJJ· ~Ji'OJ.l'"ll!'"I.. ,_,..,..,,..,.,,..,..,...,.,,,.,,.----, ~Rlfa1£~~f"15F'{8PfA1qriM&A~D IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-8 U IL T" SCALE: 1" = 1'-0" :s CONCRETE PAVING JOINTS REVIEWED BY: V ' ~~~,...-.,,.,. --------------· INSPECTOR DATE !( "'"::::05.::::/0c::5/.::::17~c::RL~A4c::/~,\~Mlc::N~OR~COC::N~S=';TR~U='C~Tcc'.IO~Ncc'.C~HA='.N~G"'E::.I ___ ---I-·-· ····_·--_· =-=i'=-===1:::~:::·:•:• l+·ri_1c.----l I SH3£ET I CITY OF CAR LS BAD.. SHEETS J-.: -. ~ ....._,,....._,,....__,.,'-..-,,....._,,~..._,_,'-....---',.1 '1-«2 5 ll PLANNING DIVISION ,.--<-v: 1----1--4-----------............ •---t---+---t---+----; :C===::=.,:;::=:::::::~;:::::;;:::::;:::;:::::::::::~~===~-;;;;:~;;.,i LANDSCAPE IMPROVEMENT PLANS FOR: LBGOLOAL'.JD -WATER Pl1RI( 1 LEGOLAND DR.JVE ( ' c:, ,< ( ~ ( '-'. G:: ' ~ § (;;) ~ -G:: § ( &~ ~ WOOD FENCE '-v......__.,...__~...._,,~~...._,,~...._,,...._,,~...._,...__,,~...._,,~....__, I L I / 10' I L LEGEND: 1. 6}; 10n PRESSURE TREATED WOOD POST NOTES: 2 X 1 O" AND 4 X 10n PICKETS, RANDOM ORDER. 2 X 6" WOOD STRINGER 2, 3. 4, ALL WOOD TO BE WHITE WASHED MULTIPLE COLORS PER CLIENT SPECIFICATION 5. CONCRETE FOOTING 6. .90% COMPACTED SU BG RADE • VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 7. Fl!'llSH GRADE. ~ . :1.."'; '. 1ft ~ UC,. #26® -9<.1: . "' rn A. '5rtz':!i1i' / / 81 ~ Q'fijjj~ . ll, 1a;1 RllrnRrn 0! .... ~ ..... ~ Cf, \,; 1.UITE !00 l!YI,! • \/\!2A]3 !4'1,3i/.lJ23 KIOGHA.(OM MEMBER SIZE REINFORCING, FOOTING DIMENS.IONS, AND BASE INFORMATION ARE SHOWN FOR 81D PURPOSES ONLY. COMPLY WITH STRUCTURAL DRAWINGS AND REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. ~~~~~ SEE REVISED DETAIL B ' SHEET 6. & '--''--'..._,.,....__,..__,_,...._,,'--"'-'....._,....._,,...._,,....___,....__, & ~,--..,.~~~~------v---,.,--..,.,,-...,,.~~~,--..,. 05105117 I RLA /'\ MINOR CONSTRUCTION CHANGE / ...__,....__,~~....__,.,, ~~~ ps==~~ =•=.,,~-- ·-- ·- OME INITIAL OE.SIGNER OF WORK REV!SlON DESCRIPTION ~·~~· ~r....a,--,. """' ~---8 •-"•~ DAfc INITIAL omrn APPROVAL SCALE: 314'' = 1'·0" . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" RLA# EXP. DATE REVIEWED BY: . INSPECTOR DATE _$,'!, l 'l rt~ I SH!ET I CITY OF CARLSBAD SHEETS ,,2{)"25 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LEGOI,OAi\/D -WATER Pli..R[( 1 LBGOLAND DRIVE HAR□SCAPE DST AILS . . APPROVEO: tz!.,1)! C-r-~I ...;,\r ::, ,(...,.\ ! PLANNING DATE . DRWN BY· RLA PROJECT NO. DRAWING NO. OATE !~lt1lAL, SDP 16-25 RS 499-?L CITY APPROVAL CHKO SY: .. CDP_16,48 HARDSCAPE NOTES A VISIT THE srn, PRIOR TO SUBMITTING SIDS. B, SUBMIT A UNIT COST FOR IMPORT SOIL AND DE COMPLETELY AWARE OF THE AMOUNT 01' SOIL NECESSARY TO.REACH THE SATISJ'ACTORY GRQ.IJND .LEVEL C, VERIFY ALL PROPERTY UNESOR OTHERLIMITOFWORKUNES PRIOR TO COMMENC.ING WOF<K 0. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS. WALKS, PLANTING. WALLS, ETC. AT NO ADDITIONAL COST TO THSOWNER. E. VERIFY ALL EXISTING CONDITIONS, DIMENSION$ AND Ei,,EVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHIT!cCT IMMEDIATELY SHOULD FIELD CONOfflONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES !N THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDiTlONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE 1.$SUED PRIOR TO THE COrff!NUATION OP THIS WORK. ASSUME FIJlL RESPONSIBILlT'( FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORTKNOWH 01$CRF.PAl'ICIE8. G. LOCATE ALL EXISTING UTILITIES 'WHETHER SHOWN HE:REON OR NiJT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS Ar-ID ASSUME FULL RESPONSIBILITY FOREXPENSE OF REPAIROR.PEFLACEMENL H. COMPLY WITH ALL PROVISIONS OF THE LATESTBUILDING CODE, AMERICANS WITH DISABILITIES.ACT OF 2010, AND WITH OTHER CURRENT RULES. Ri.;;GULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK BLIIUJING CODEREQUIREMErlTS TAKE PRECEDENCE OVER TH1'.DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF At•IYONE Sl)PPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE A TTENTiON OF THE ARCHITECT ANY □!SCREPANCIEiS (JR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWlr-lGS. L LOCATIONS OF r-1,1.C. CON.STRLJCTION ELEMEt✓TS SUCH AS LIGHTS. S!GNS, VENTS, HYDRAflTS1 TRAN?"FORMERS, ETC:, A_RE APPROXIMATE. NOTIFY THE LANOSGAPE ARCHlTEC't IMME'DIATELY SHOULD THE LOCATION CF THESE ITEMS INTERFERE WITH THE PR.OPER EXt'CUTlON OF WOl'<K. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION Dfl/\W!HGS 1NITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION ANO FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAW!NGS. THE SQILS REPORT RECOMMENDATIONS, If MORE STRINGENT THAN THG DRAWINGS, SHA!.! .. TAKE PRECEDENCE, K BE RESPONSIBLE FOR COORDINlfflOll BETWEEN SU8CON'rRACTORS FOR PROPER ANO TIMELY PLACEMENT OF SLEEVING, PIPING ANO I OR CONDUIT INSTALLATION UNDER OR THHOUGJ-1 LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON HIESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N, PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO IHE OV'INER FOR RE'/IEW AND APPROVAL PRIOR TO A?PLYINO FINI Sil, REFER TO DETAILS AND SPECIFICATIONS FOR SPEC!FiC SUBMITrAL REOUIR2fv1ENTS. 0. PROVIDE A SAMPLE OF EACH HARDSCAPE ELEMENT. ITEMS TO INCLUDE. BUT ARE NOT LIMITED TO PAVING AND Wf,LL TYPES NOTE:□ INTHE COLORA,JD FINISH SCHEDULES. SAMPLES TO BE PLACED IN A LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL SY THE 0.WNcRAND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO MOCK·UP REQUIREMENTS Al•IO SPECIFICATIONS FOR ADDITIONAL INFORMATION P WHERE f>AVlelG AND Flr-llSH GRAPE MEET, DEPRESS FINISH GRADE 'I'' IN TURF AREAS AND 1·112" IN GROUND COVER I SHRUB ARSAS, UNLESS OTHERWISE INDICATED. Q. PROJECT WALKS $HALL NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERI/VJ.SE i'ND!CATED. R. HANDICAP RAMPS SH.'ILL NOT EXCEED 12:'I OR 8.'.J3%. S. PLl,NTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDIQATED. U. CONSTRUCT ALL CURVE TO CURVE AllO CURVE TO TANGENT LINES ro 8ENEAT, TRIM, SMOO'rH AND UNIFORM: V. CONSTRUCT ALL CONCRETE V\/ITH A MINIMUM COMPRESSIVta STRENGTH OF 3;000 PSi@28 DAYS, UNLESS OTHERWISE INDICATED W. All CONCRETl'o PAVING 8/>JJDS AND CONCRETE C!\PS SHALL HAVE CONTROL JOINTS AT 5'•0" ON CENTER MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS. X. PROI/IDE THE OWNER wm·1 ALL WARRANTIES, GUARANTEES, AMO INSTRUGTIOM MANUALS FOR EQUIPMENT, APPLIANCES, FiXTIJRES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. ' '' r .,!c! (l:; [ii § -' a:: ~ § ' 'i- ' h../ 1· I I -~-- ..,________,..,._= ELEVATION LEGEND: 1,, 6 X 10' AND 4X10'WODD PICKETS RANDOM ORDER 2. CONTINU.OUS COUCRETE FOOTING 3. AOJACENT PU\N11NG AREA 4. ADJACeNT PAVIN3, SEE MI\RD,lCAPEPLAN 5. ISOLATION JOINT 6. 4" SCHEDULE 40 PERFORATED .DRAINLINE INSTALLED WITH PER~ORATION DOWr,J. 1% MIN. GRADIENT FLOW TO END QF WALL .. CONNECT TO ADJACENT AREA DRAIN, 7, PROTECTION BOPRO OVER WATE;RPROOF MEMBRANE. 8. j/,," CRUSHED ORPIN RCJCK, 9. MIRAFI 140N FILTER GEOTBXT!LE WRAP. WRAP TO RUN CONTINUOUS ALONG ENTIRE FOOTING. 10. ! THE WALL HEIGHl". :A) WOOD RETAINING CURB 11 WATER8R00r.MEM8RANE. 12 CQMRACTEO SIJBORADE NOH:S: A. ALL HARDWARE TO BE HOT DIP GALYAllll<'.EP G) ! 8. PROVIDE LANDSCAPE ARCHITECT WI (2) SE.TS OF SHOPDRAWINGS FORREVleW PRIORTO FA!3RICATIOM. C. ALLWOOD SHALL BE IPE H!'AR1WOOO 1 SECTION 1 '-6" ' SCALE: 1"" 1'-0'' / 2 3 II I /.·===:J•====~-~===:1•====:i·=="..=.::..::..::..::...::J~,=-=-=-=-=-=-=-=-:i,:::..=·--=.::::..::::..::::..:::.:i,=-=-=-=-=-=-=·-=···='====~J=====c, = .. ·=-.. :::.:::.:::.::c•-=-=-=-=-=-=-=-=-=,-=-=-=-..=-=-=-=-=11/_· _T,:- ... /! 7 ' ' ' ' ... / j__ I 8' 0.C, {B) 'BAMBOO' ALUMINUM RAIL LEGEND: 1. 1·112"CUSTOM CAST ALUMINUM 'BAM$0Q• POST, PAIN1EO 2 1·112"CLJSTOM CAST ALIJMINUl'<l 'BAMBOO' RAIL, PAIN'IED '.3, OECCRATIVE; ROPE LASHING 4. ADJACENT PAVING, SEE HARDSCAPE PLAN. 5. iSOLAr!ON JOINT· 6. CONCRETE FOOTiNG 7. 9-0% ~OMPACTED SUBGRADE-VERIFY AND COMPLY l'IITHREQUIREMENTS NOTE.DIN THE GISOTECr!NICAL SOIL~ REPOR,TAr-10 , i ,, NOTE$; A. ALL r!ARDWAR!; TO BE HOT DIP GALVANIZED 8. PROVIDE LANDSCAPE AR.CHITECJ WI (2) SETS OF SHOP DRAWINGS FOR REVIEW PRIOR T.0 FABRICATION. C, MEMBER.SllE, REINFORCING, FOOTING DIMENSIONS, AND. B/\SE INFORM!'(f.lON !'I.RE s.HOWN .FOR. Bl.□ PURPOSES ONLY. COMPL'I" WITH STRUCTURAL DRAWINGS ANO REOUIRE;MENTS NOTED IN THE GEO'TECHNIOA\, SOILS REPORT. ; i 4 r ' ' ' 4 q A ,1..--[1 ., ' - ,~ I,! .... SCALE; 1" = i'-0" APPROVED FOR PLAf\lTING AND , IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" RLA#--- FlEVIEWED BY: lf·lSPECTOR DATE ,.--v~,,... ~,,.....,.. ..-...~~,--......--..~~~-f;,.~--1----1 CT:] CITY o· F CARLSBAD r-SHEETS 05105/17 RLA /1\ MINOR CONSTRUCTION CHANGE / ~-1'.17 .-z~ · . . · ·· · · .· · ·'),/'(25 ' PLANNING DIVISION ' /'"~ • ,.. A ,.._ ......___,, ~~...__...,~'.:,'-''-""•""':._/ ____ +---+---1----t----l ~=;;;:::;:;;;c;;;:;;:;:::~~~;;::;=.;::;:;~::;;;;~=====~;;:;;:::;:;:;;1 --. ............. "-·-LANDSCAPE IMPROVEMEN: PLANS FOR; LEGOLOAND-1.VATE.R P1\RK 1 LEGOLA.ND DRIVE HAROSCAPE DETAILS ... ·--+---i~-------·-------t---t---t---1----j APPROVED: (?.. .. /( ,, . r.il ~11-,. ; ii41 RcSfARCH OR 1-----1--+----------------t-----j~-+---j----j -----'-'~=c.c~,_\l?i"-',_ ,:::;jl,.,.;;,1,L ~ 1'-·• I'"'\ SUlfE wo ~P::L:':A::N:::M::IN:::G::· ==:::;--.==·:::;~;::::::::::::~=~-;::;:::D=A:::TE:::.::::::::::::; j iRjiij( · 'A 92611 DR"'"' "Y· RU\ l PROJECT NO. DRAWING NO, ' DATE IN!TIAL DATE 1N111AL oArn iNHIAL "" g · SDP 16-25 4. gg· ?L 9·IUil.m, RE"ISION DFSCRIPTION "-·-•='--'--~..,.--~---1 c·1_,K. D "'Y.· RS CDP 16-' 8 · -D"SIGNER OF '"O"v '. ' c. O'l'iER APPROVAL CITY APPRQVN,. ' u . · -<+ RIDGElA.COM C " "" ' ...... "'""' '"" -------------- (i2222~~~~~ ...... ~~,,,..~~~~~~~~~~~~~~ .. ~~ I 1 1 2 ( ~· ;. ; / } I , ,, ,-I 1 : : ( ~ (B) WOOD FENCE -/~~~~·~~'--'~ ' I, ' ' Cl) I ") 10' ! ,_ I I I I I OVERALL LENGTH OF ADA-ACCESS/BL£ COUNTER TO 8£ 90" MINIMUM. LOCATION TO 8£ DETERMINED IN TH£ FIELD BY OWNER'S AUTHORIZED R£PR£S£NTA TIV£ AND APPROVED BY OWNER ) / : / , , : \ ) / I 1 ,, (a\___ i ! \:::.,I ~.:: I j \ ' I ' Cl) I ,, ") ' Cl) " ,I C\j 5 5 8 7 4 2 3 1 ly\AI--+---l 3 c:J , , LEGEND: LEGEND: 1. 6 X 6" PRESSURE TREATED WOOD POST 2. 2 X 10" PICKETS, RANDOM HEIGHTS. 3. 2 X 6" WOOD STRINGER 4. ALL WOOD TO BE WHITE WASHED MULTIPLE COLORS PER CLIENT SPECIFICATION 5. CONCRETE FOOTING 6. 90% COMPACTED SUBGRADE - VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 7. FINISH GRADE. NOTES: A. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PUF\POSES ONLY. COMPLY WITH STRUCTURAL DRAWINGS AND REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. SCALE: 3/4" = 1 '-0" 1, 1X6 IPE BOARDS WI if' GAP, ATTACHED TO 2X6 SUPPORTS WI STAINLESS STEEL SCREWS, COUNTERSUNK AND PLUGGED.PROVIDE ½'' RADIUS ON ALL EDGES OF COUNTERTOP. 2. 1X3 IPE BOARD SKIRT ON ALL EXPOSED EDGES OF BAR COUNTER TOP, RIPPED AS NECESSARY TO ACHIEVE OVERALL 3'' COUNTERTOP HEIGHT, ATTACHED TO 2X WOOD FRAME WI STAINLESS STEEL SCREWS, COUNTERSUNK AND PLUGGED@ 24" O.C. MAX. PROVIDE ½" RADIUS ON BOTTOM EDGE. 3. 2X PRESSURE-TREATED OF FRAMING/BLOCKING BETWEEN 2X6 SUPPORTS 4, 2X6 PRESSURE-TREATED D F, SUPPORTS, BOLTED TO POSTS W/'LAG BOLTS & WASHERS. PROVIDE 1" MAX, DEPTH NOTCH IN POST TO RECEIVE 2X6. CHAMFER CUT BOTTOM EDGES OF SUPPORT TO ALIGll WITH BOTTOM EDGE OF COUNTERTOP, AS SHOWN. 5. GALVANIZED HOOK AT TOP AND BOTTOM OF POST TO SUPPORT ROPE BORDER AT SPECIFIED HEIGHT. 6. 6" DIA PINE PEELER POSTS (NOT PRESSURE TREATED) SAND SMOOTH AND PAINT TO MATCH EXISTING WATER PARK WOOD RAILS. POST SHALL BE CUT TO HEIGHT AS REQUIRED TO SUPPORT BAR COUNTERTOP, WHERE OCCURS. 7, M1250-SD 2"X2" MESH NETTING WITH PROMANILA ULTRA 1 i' WOVEN BORDER (POLYPROPYLENE ROPE), SAND COLOR, BY INCORD, (800) 596-1066. RUN MESH CONTINUOUS ACROSS OUTSIDE FACE OF POSTS AND SECURE WITH HOOKS PER MANUFACTURER'S SPECIFICATIONS. ROPE SHALL BE ABLE TO BE TAKEN DOWN BY HAND AND WITHOUT TOOLS IN CASE OF EMERGENCY. 8. FINISH SURFACE OF PAVING 9. FULL-HEIGHT POST. 10. 1X6 IPE BOARD AT BACK OF BAR TO BE RIPPED TO FIT, WI BACK EDGE SET FLUSH WITH OUTSIDE FACE OF POST AND t" GAP FROM ADJACENT BOARD, ATTACHED TO 2X6 SUPPORTS WI STAINLESS STEEL SCREWS, COUNTERSUNK /\ND PLUGGED, 11. ADJACENT STANDARD-HEIGHT BAR COUNTER PER DETAIL C, SHEET 24. li41 Rfl!!RUI OR IUIH. !00 ' ' ' • • • • ~-®\t~® ;-® ,,(ijl ,r~"~rtim~ -:-O .... ; ii~ f(l~ ¥J;" LEGEND: • t:=i71"~:t 2 «c'.' 1;:;, t-,,lli;.:,::,_ \\ "------0 \.__(0 I. CONCRETE CURBING WlTH LIGHT BROOM FlMSH ON ALL EXPOSED SURFACES AND 112" RADIUS ON EXPOSED EDGES 2, (2) #3 REBAR <gi 6" b,C., CONTINUOUS 3 #3 SUP DOWE!., (4) AT INTERSECTiONS OF CURS AND PAV!flG, OR.AT 241' ci.C. \;\!HERE CURB.RUNS ALONG EDGE OF PAVING 4, FlNISH-GlMDE OF ADJACENT PAVING 5, 90% COMPACTED SUBGRADE. VERIFY WI SOIL ENGINEER'S REPORT 6. EXPANf,ION JOii-iT PER DET,~IL A, SHEET 3', WHERE GURS RUNS ALONG EDGE OF PAVING 7, FINISH GRADE OF SAND APEA 1CA) CONCRETE PLANTER CURB SCALE: 1-1/2" = 1'-0" ' • • ' • • • ' • • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRgQJSE LOCATION OF PLANTING AREAS REVIEWED BY: PLAelNING "AS-BUil T" EXP ... ,, ____ _ -;; ,\I,;;>,\ J DATE IKYI!! • CA!l,18 14!.31/,1)23 RiliGElA,COM 1---+--~+--------------»------1-----+----+----+---➔ DATE INJTIAL DATE: JN!TIAJ.. UATE /NI nAL DRWN BY: RLA .. PROJECT NO, SOP '16-25 CDP 16--48 ORAV~NG NO, OES!!lt'IER Of \\'OR~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi. Rs CHKD BY: .. 499-7L 0 IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EX}ST!t✓G TRESS ARE ENCOUNTERED DURING TRENCHIMG OPERATIONS, TliE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. Do NOT cur ROOTS OYER 1" IN DIAMETER ALL CUTS SHALL.BE A CLEAN SHARP CUT, IF TRENCHING lS REQUIRED, THE CONTRACTOR SHALL HANO DIG THE TRENCHES TAKING CARE NOTTO DAMAGE ROOTS. NO MECHAMICAL TRENCHING WITHIN THE DRIPUNE OF THE EXiSTING TREE. Will BE ALLOWED. PROTECT ALL ROOT$ EXPOSEQ TO SUNLIGHT WITH MOl$T BURL.AP UNTIL COVERED WITH SOIL,. REMOVAL ANO DISPOSAi.-NOTE:. CONTRACTOR SHALL BE RESPONSIBLE FOR THE.COMPLETE REMOVAL ANO DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED 8Y THE PROPOSED IRR!GATION 1.MPRO'/EMENT&. CONTRACTOR $HALL VERIFY ALL EQIJIPMENT TO BE REMOl/60 AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO SEGINNINQDEMOLITION OR AMY OTHER WORK, AND WALK SITE TO LOCATE EXISTlNG CONTF{OLLER ANO LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. PSRIMJ=TEiR IRRIGATION NOTE: A.LL AO.jACENT SYSTEM$ SHALL MAINTAIN AlJfOMATlC PROGRAMMED. WA'i't!RlNG SCHEDULl=S TI-IROUGliOUT CONSTRUCT/ON. NO DISRUPTION OF THE EXISTING IRRIG.ATION SYSTEMS WATERING WILL SE.ALLOWED DURING CONSTRUCTIOM. CONTRACTOR SHALL 6ERESPONSl6LE fOR REPI\.IR/MODIFICATION Or ALL ADJACENT IRRIGATION ·sY(>TEMS EQUIPMENT TliAT IS AFFECTED BY PROPOSED 1.RRlGAT!ON IMPROVEMENT(). CONTRACTOR SHALL ADJUs,T AND C/\F OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED~ CONTRACTOR SHALL REPAIR . SAID SYSTEMS TO A LIKE NEW MAHNER, PROVIDING COMPL!;TE 100% HEAD TO HE/\IJ COVERAGE WITH NO PONDING, RUNOFF, OR 01/ER-SPRAY IN ALL AREAS. SYSTc'MLAYOUT Sl-lALL APPRQVEO BY THE OWNER'S AUTHORIZED REPR.ESENTATl'IE, CONTRACTORS HALL CONFIRM ALL I\R!;AS REOUIRINO MODIFICATION wm, THE OWNER'S AUTliORJZED REPRESENTATIVE. PRIOR TO BIDDING ANO COMMENCING WORK 0'-6 1 11 GPM If'// ~-·1cv THERE ARE NO WELLS ON THIS SITE. OUTDOOR EATING AREAS AND DRINKING FOUNTAINS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATEROVERSPPv\Y, M!ST OR RUNOFF. RECYCLED WATER UNE BY OTHERS, REFER TO CIVIL PLANS. MAINTENANCE RESPONSIBLITY AU. PROJECT LANDSCAPE 1NILL BE MAINAT!NED BY OWNER. NOTE, PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'$AGEiNT SHALL Ol'lTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING ANO IRRIGATION. THE SCHEOVLE SH.AL.L SHOW TIMING OF CONSTRiJCTION OF FREE..STAND!NG, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EP.CH LOCATION IS ACHIEVED. !RRIGAflON AND PLANTING SHALL TAKE PL.ACE AS GRADINGPROGRESSES. INSTAJ,LAHONOF IRP\IGATION AS SHOWN ON THE APPROVED PLANS SHALL corvlMENCE WffHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRfsDE AS Sf!OWN ON THE APPROVED GRADINQ PLANS, PLANTING ANO IRRIGATION FOR THE SLOPE AREAS SHALL BS. GQMPLETEaL Y INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITH!ci 10 OA'fS AFTER Tl-IE IRRlGATiOH INSTALLATION FIRST COMMENCES. NOTE: OUTDOOR EATING AREAS AND DRINKING FOUNTAINS SHALL BE PROT6CT60 AGAINST CONTACT WITH RECYCLED WATER 01/ER:SPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYQl/T HAS BEEN DESIGNED TO MINIMIZE 01/ERSPRA Y O~ITO ALL HARDSCAPE, DRINKING FOUNTAINS AND EATING /\REAS, TYPICAL, CONTRACTOR SHALL VERIFY All SYSTi;M Ll>,YOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO .COMM!EHC!NGWORK. CITY NOTE: MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE V'/ATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. PINAL CONNECTtONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMl'VD AND DEH. OUTDOOR EATING AREA ALL SURROUNDING EXISTIMG IR.RIGATION SHALUlE RECYCLED WATER ONlY. . NO POT ABLE WAT~R l/SE .IS ALLOWED IN AREA$ OF RECYCLED WATER, TYP. ~~ ,---------------------,~~ ,. 30 PSI, 8 2.2 ' .._,~ '-'~ EXISTING IRRIGATION RIP BACK:FLO\/IJ DEVICE, 07-8 1' jlGPM JOf§b, MW B 15J' 2,2 I .I MASTER CONTROL VAL VE AN) FLOW SENSOR LOCATION. SEE ENLARGEMENT PLAN AElOVE. KEYMAP SCALI,';: NTS 87-22 1· ,lQ,~PM 30 PS!. MW s 696' 1.$ AR] UNLINED FLOW-THROUGH PLANTER li'llOFllTRATION SYSTEM WITH TREATMENT AND FLOW CONTROLPEf{CIVIL ENGINEER'S PLANS B7-14 !' 13 GPM 30 PSI. M'/1 8 f--,=,c.,4-~-;-, 117 2.2 ,,, ~.,_, ."' '-" <;\ ~<\~ '<~ \ . \ i ! j \ DJ 1, EXISTING P.O.C. / WATER METER NOTES P.O.C. NOTE #1: POINT OF CONNECTION Sr!f\t,L BE AN EXISTING 4" RECYCLED WATER IRRIGATION METER. VERil'Y THE ACTUAL LOCATION, SIZEAND .. Vi/ATE'.RPRESSURE ltJ THE FIELD PRIOR TO $TARTING WOR.K. IF ANY OF Tr!EPOC INFORMAflON SHOWN ON TI-IESE DRAWING I$ FOUND TO BE DlfF!;R6MT THAN THE ACTUAL POC INFORMATION GATMERED IN THE" Fl.ELD. IMMEDIATELY NOTIFY THE LAHOSCAPE ARCHITECT, IN THE El/ENT PRES$URE DIFFERENCES ARE NOT REPORfEO PRIOH TO ST ART OF CON$TRUCTlON, Tl-IE !RRiGATiON CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NEG~B,;,/\RY AT NO ADDITIONAL COST TO THE;OWNER. (EXISTING) RECYCLED WATER METER INFORMATION ADDRRSSc PALOMAR AIRPORT ROAD CARL$B1\0, CJ\, .. (EXISTING) METER SIZE STATIC PRESSURE SYSTEM DESIGN PRESSURE MAXIMUM SY$TEM DEMAND '"""'"""" REVISED L.ANOSOAPE AREA EXISTING CONTROLLER NOTES EXlSTll'IG CONTROLLE.R NOT§.#2l WA tER PURVEYOR: CARLSilAD MUNiCIPAL WATER DISTRICT . PH# 760~138-2722 EXT. 7153 -·--"-'·' 4" 104 PSl. 56 PSI. 20GPM o,3.00 SO, FT. EXISTING CONTROLLERS SHALL BE UTILIZED FOR PROPOSE() VALVES WilHlH THE ({ENO\/ATED AREAS. VAL 'IE NUMBERS SHOWN. SHALL SE ADJUSTED AS REQUIRED TO UTILIZE THE .Al/All.ABLE OPEN.CONTROLLER STATIOMS. CONTRACTOR SHALL VERIFY QUAN'fiTY OF OPEM STATION$ OF EXISTING CONTROLLERS PRIORTO BIQDING AND PRIOR TO COMMENCiNG WORK. SHOULD SAlD CONTROLLER NOT CONTAIN ADEQUATE OPEN STATIOMS, CONTRACTOR SHALL PROVIDE A NEW CONTROLLERTO REPLACE THE EXISTING CONTROLLER CONTRACTOR MAYUTiUZE EXlSTIHG SPARE WIRES INSTALLED FROM PREVIOUS PHASE OF CONSTRUCTION. IF !)ONTAAOTOR IS UNABLE TO LOCATE SUFFICIENT QUANTITY OF SPARE 'fiiRES CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A"TUCOR" 24 STATION 2·\'Vlf<E DECODER INTERFACE BOMiO AND RELATED. !,QUlPMENT, REFER TO IRRIGATION LEGEND FOR MODEL NUMBER VERIFY ALL C()NDiTIONS AND LAYOUT IN flElD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK IRRIGATION P!PE AND EQUIPMENT LOCATION NOTES A.LL IRRIGATION EQUIPMENT,,SPRINKL6RS . .ANO PIPE THAT ARE Sl10WN IN PAVING 1$ FOR DRAWING CL.ARITY ONLY, ALL EQUIPMENT SHALL S~ INSTALLED WITHIN LANO$CAPEDJ\REI\. NO IRHlt<ATION EQUIPMENT SHALL BE LOCAlED IN HAf1tl$CAPE. 2. MAlNLINEAN.D VALVE LOCATIONS SHOWN ON THIS DAAWING ARE DESIGNED AS Dll\GR<sMMATlC ANO ;:\PPROXIMA:J'E. fHE LANDSCAPE CONTRACTOR SHALL STAKE ALLIRRIGATIOol APPURTENANCE 1.0CATION FOR REI/IEWANDAPPROVAL FINAL LOCJ\TIQN AND EXACT POSITJONING OF ALL IRRIGATIONAPPIJRTENANCE SHALL BE DETE:RMINEO BY THE OWNER:S AUTHORIZED REPRESENTA'rtVE MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED B'{ THE OWNER SHALL BE PROVIDED BYTHE GONTHJ\CTOR Af NO ADDITIONAL CO$T. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE HIE.CONTRACTOR TO MAKE: O'NNER DIRECTED REl/!SION AT NO CHARGE. . IRRIGATION VALVE CALLOUT CONTROL!..ERLE'ITERIVALVE NIJMl'lER·-l 82 l l.5" .. -VALVE SIZE GALLONS PER MINUTEG,P.M. -16 _GPMi JO p'sC -oPERATIN G Pf,ESSURE (P.S.I.) HYDROZONE PLANT FACTOR -.. l'/1 i D -lf,RIGATIO LANDSCAPE HYOROZONE AREA -l?OOO' L64 A.R.i 1/AL\/E HYO N TYPE& (IE) EFFICIENCY-SEE ROZONE LEGEND (BELOW) SQUARE FOOTAGE ' APPIJCATI ON RATE IN INCrlES PER HOUR HYDROZONE LEGEND Plant Factor{Water Use). from WUCOLS !£-Irrigation Efficiency ,£.€!:t?9L~i;I base<l 2UJVa ofnlants-in hyctrq;QQ!§.~ VLW::;;, CU ~ Very Low Water LJ_so Pltints LW~0.1,0.3-LowWolerUse Plants S ,,,_Spray J2 M " Micro. Spray .80 ~~Rotor.Tl TREE BUBBLERS AtlD LATERAL UNES ARE SHOWN WITHIN PAI/ING-FOR DRAWING CLARl'rY ONLY, ACTUAL LOCATION TO BE WITHIN. P.LANTE:R ALIGNED WITH TREES. MW mo.QA .. 0.6" ff MOdera.te Water Use Plants K\iV • 0.7• 0,9 • High Wa!~r Use Plants 8 "" 8ubblar .75 D •Drip .BG IRRIGATION NOTE CALLOUT FOR REVISIONS TO THIS SHEET, ~-IRRIGf,TION CONSTRUCTION SEE NEW SHEET 22. ) CD CALLOUT NUMBER ...._,...,__,,~~...__,'---'~..__...~~ r~~-P.0.C. AND CONTROLLER [jJ CALLOUT NUMBER. FOR IRRIGATION LEGEND AND CALCULATIONS -SEE SHEET 8 FOR IRRIGATION NOTES -SEE SHEET 9 FOR IRRIGATION HYDROZONE MAP -SEE SHEET 10 f:\ FOR IRRIGATION DETAILS • SEE SHEETS 11 -13 ~FOR LANDSCAPE SPECIFICATIONS· SEE SHEETS 16 ~.20 ~~~. RLA , MINOR CONSTRUCTION CHANGE & APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS-BU IL T" RLA#--- REVlEWED BY: CITY OF CARLSBAD PLANNING DIVISION DATE DATE SHEETS ,2(;25 -+-----l LANDSC/\PG IMPROI/EMEMT PLANS FORc LEGOLOAND -WATERJ'A.RK 1 LBGOL,A.ND DRIVE IRRIGATION PLAN APPROVED, RECYCLED \A/ATER IRRIGATION LEGEND SYMBOL MANUFACTURE I MODEL. NO./ DESCRIPTiDN DETAIL SHE:::T [ID RECYCLED WATER SIGNS, INSTALL DVANTITY AND LOCATIONS PER PER THE CARt,SBAD R 13 MUNICIPAL WAl";H 01'1TRICT AND SAN DIEGO (OEH) WA,ER REOYCLING REQUIREMENTS. NO SYMBOL Al> APPflOVED · CONTROLLERSHALL HAVe; RECYCLED WATER PLACARD INSTALLED AS REQUIRED. . NO SYMBOL T. CHRISTY'S ·· (PURPtl';J "RECYCLED WATER" VALVE I.D. TAO INSTALL WITHIN EACH VALVE BOX TYP, NO SYMBOL AS APPROVED -ALL VALVE BOXES SHALL BE (PURPLE) 'RECYCLED WATER" ANO MARKED ASREQUIREO FOR RECYCLEDWATER USE. NOTE: ALL WORK SHAl.L BE DONE IN AtiCORDANCE WITH THE RS CLAIMED WATER IRRIQAT!ON SYSTE;M REQUIREMENTS SET FOR SY SAN DIE.GO ENVIRONMENTAL HE;AL TH ANO CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RUI..ES ANO REGULATIONS. IRRiGATION DECODER INTERFACE BOARD EQUIPMENT LEGEND SYMBOL MANUFACTURE/ MOOE':l. NO,/ DESCRIPTION DETAIL SHE,T NO SYMBOL IMP~RIAL TECHNICAL SERVICES • S,T,U 13 TU30-2.4 I TU3D'DEC-6 T!.!30-24 ·• TUCOR24 STATION (TOI) 2•W!RE DECODER INTERFACE BOARD. TU3D-DEC." SINGLE STATION VAL VE DECODER· (6 REQUIRED+/·), SEE PLANS FOR QUANTITY. NOTE: FOR FURTHER INFORMATION CONTACT DARYl GREEN AT _OREf.N PRODlJCTSALES (948) 584-7311. THE INSTALLATION OF DECODER INTE.f\FACE BOARP MUST BE APPROVED AND CERTIFI.ED QY IMPERIAl TECHNICAL SERVICES. PROVIDE COPIES OF CERTIFICATION TO THE. OWNER:S AUTHORIZEiD REPRESE:NTAflVE AND LANDSCAPE ARCHITECT. NO SYMBOL TlJCOR • TU3D-DEC, SINGLE VALVE, 2-WIRE, FIELD llECO!lER. INSTALLPERMAN\JFACTURE S,T,U 13 RECOMMENDATIONS. DECODERS ARE SUPPLIEfJAS PART OP LT.S. CONTROLI.ERASSEMBLY. ' NO SYMBOL PAIGE_ELECTR!C • 7072D, #14/.2 AWG. / 2 CONDUCTOR "MAXI" CABLE, 14 GAU$E 2-WIF!E CABLE S, T,U '13 (RED/BLACK) POLYETHYLENE COATED, "PURPLE" JACi<.ETED WIRE.FOR2•WIRE PATH. INSTALL ALL 2-'NIRE CA6Ll'i WITHIN 1-114" PVC CONDUIT. CONNECT TO CONTROLLERS DECODER INTl'!RFACci SOARD PER MANUFACTURER'S SPECIFICATIONS. NOTE: INSTALL CONTROLLER, 2'WIRE CABLE, WIRE CONNECTORS, DECODERS, AND ALL RELATED EQUIPMENT PERMA,JUPAC1URE RECOMMENDATIONS, . NOTE: CONTR/\CTOR SHALL Flf.LO TEST EXISTING WIRES CO~ff!NU.ITY.FOR MANUFACTURE MINIMUM ALLOWABLE RESISTANCE TO BE USED FOR2·WIRJ:; PATH TO CONTROLLER LOCATION. EXISTIN$.W!RES TO.SE.UTILl2'.EO FOR 2•WIRE PATH TO CONTROLLER DECODER INTEi,FACE BOARD SrlALL HAVf' A MAXIMUM R.ESISTAtlCJE OF NO MORE; THAN (2:58 Ot,ms PER 1000' 14AWGJ OR (1.62 Ohms .PER 1000' 12AWG), CONTRACTOR SHALL PROVIDE PROOF OF MEASURED RESISTANCE TO OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUC'rlON. NOTE: ALL WIRE SPLICES S.HALL BE PLACED WITHIN PLASTIC VA!~VE SOXORWff<J;:.PULL SOX, WIRE SPLICES MUST EE TWISTED WITH WIRE; TWISTING TOOL WITH AMAXlMUM OF TWO WIRES PER 1WIST. REFER TO MANUFACTURE RECOMMENDATION FOR PROPER WIR.6 CONNECTIONS. EXISTING EQUIPMENT LEGEND . SYMBOL MANUFACTURE/ MODEL NO, I DESCRIPTION NO SYMBOL (EXISTING) R_ECYCLED WATER IRRIGATION METER. VERI.FY SIZE, LOGATION, ANO STATIC WATER PRESSURE IN FIELD. --~~~~=~-~====="-"-"•• .... ~~·· -=·-- IRPl (EXISTING) BACKFLOWPREVENTION ASSEMBLY WITH PRESSURE REGULATOR. VERiFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. '""--· NO SYMBOL (EXISTING) RAIN BIRO MAXICOM CENTRAL CONTROLLER.PROTECT IN PLAOE. VERIFY AND TEST FORPRQPER OPERATION, REPAIR OR REPLACE IF DAMAGED. VERIFY QUANTITY OF AVAILABLE OPEN STATIONS. INSTALL NEW OWNER APPROVED MAXICDM CONTROLLER If INADEQUATE NUMBEFlOF OPEN STATION EXIST. ---R'N---(RELOCATEiO) IRRIGATION R>'.CYCLED WATER MAINLINE SHOWN FOR RE:FERENCE ONI.Y. PROTECT IN Pl.ACE, REPAIR ANY DAMAGE OUloTO CONSTRUCTION. VERIFY SIZE, TYPE ANO EXACT LOCATION IN FIELD. --R.E=-•=~ (EXISTING) IRRIGATION RECYCLED WATER MAINLINE SHOWN FDR REFERENCE ONLY. PROTECT IN PLACE, RcPAIR ANY DAMAGE UIJE TO CONSTRUCTION. --~-·-{}·-IRRJGATION TIE0IN CONNECTION OF NEW LATERAL LINE .. TOEX!STING SYSTEM LATERAL LINE:. VERIFY SJZE, LOCATION AND CONNECTION POINTS IN FIELD. - -RW--0-,..---IRRJG.A.TION POINT OF CONNECTION (POC) OF NEW MAINLINE TO l'!f.;;LDCATED RECYCLED WATER IRRIGATION MAINLINE. VERIFY SIZE, LOCATION AND CONMECTION POJNTS IN FIF.iLO. =--•-,s,,-,,~ (EX!STIN$) IRRIGATION SYSTEiM TO BE ADJUSTED ANO OR.MODIFIED, cur AND CAP EXISTING SYSTEM AS NO SYMBOL REQUIRED FOR PROPER OPERATION. REPAIR OR REPLACE ANY DAMA$ED EQUIPMENT.PROVIDE 100% CO'/ERAGE WITH NO PONDIN$, RUNOFF OR OVER SPRAY. ··--(EXISTING) REMOTE CONTROL VALVETO REMAIN. PROTECT IN PLACE. VERIFY AND TEST FOR PROPER Q OPERATION, REPAiR OR REPLACE IP OAMAOl=O. REPLACE GRAVEL ANO VALVE BOX. HEAT BRAND BOX LIO WITH CONTROLLERiSTAflON NUMBER AND APD CHRISTY'S VALVE STATION 1,0; TAG. l[iJ (EXISTING) MASTER CONTROL VALVE;, VERIFY AND TEST.FOR PROPER OPERATION. REPAIR OR REPLACE lF DAMAGE 0. --. [SJ (EXISTING) FLOW SENSOR. VERIFY AND TE.ST FOR PROPER OPERATION, REPAIR OR REPLACE IFD/\MAGED. NO SYMBOL (EXISTING) RAIN BIRD· WS-PR02-PH, WE.ATHER STATION WITH RAIN SENSOR. VERIFY ANO TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. POTABLE 'iVATi:R WA1ER LEGEND SYMBOL MANUFACTURE /MODEL NO_./ OESCRIPTION ® AS APPROVED· TEMPORARY pOrABLE WATER SOURCE WITH A DISTRICT APPROVED TEMPORARY RIP BACl<FLOW DEVICE INSTALLED IMMEDIATELY DOWNSTREAM OF THE TEMPORARY POTABLE WATER METER. -Hl___,, AS APPROVED· TEMPORARY POTABLE; WATER 2-1)2" PVC PIPE HIGH. LINEWATER FEED TO SUPPLY THE PROPOS5D RECYCLED WATE;R IRRIGATION SYSTEM DURING CONSTRUCTION AND TESTING PERIOD. "'=-,.__,,,,,,,_,,_,,,,,,,,,,," ~=,~,~-~ w ==-~,--~ AS APPROVED· POTABLE WArERLINE,.f'ER CIVJL ENGINEER'S SH!oETS. V' AS APPROVED· FIRE LINE, PER CIVIL ENGINEER'S SHEETS. 'f1 AS APPROVED-FIRE HYDRANT PERCIVIL ENGINEER'S SHEETS .. ...........,_;. ..............,"----·--AS Af'PROVED • FIRE SERVICE DOUBLE DE.fECIOR CHECK, PER CIVIL ENGINEER'S SHEETS. . •-~••e -AS APPROVED· 6.UILOING POTABLE WATER RIP BACKFLO.W DEVICE PER CIVIL ENGINEER'S SHEETS, -··-JG--AS APPROVED· TEMPORARY POINT OF CONNECTION OF POTABLE WATER FEED FOR HIGHUNE TO EXISTING RECYCLED WATER MAJNLINifUNTIL RECYCLED WATER IS APPROVED FOR USE. VERIFY EXACT LOCATION IN FIELD_ DRIP l.RRIGATIQN LEGENO !>YM$0l MANUFACTURE/ MOOELND. /DESCRIPTION GPH PSI RADIU.S PREC. OETAI.L SHEET RAT"' NETAFIM. • TLHCVXR·RW-5-12, ,TECHLINE "UCVX.R:' SERfESJ7f!1m 0.53 30 NIA 0.64 A,B,C, 11 E --3 "RECYC!.;ED WATER" PURPLE STRIPE OHIPLINE WITH PRESSUR!c ll, E .. -.. -.. "".' -,.,.,_,,,,,.-COMPENSATING, ANTI SIPHON CHECKVALVEAND COPPER INFUSED ,. --. - ROOT INTRUSION PROTEC'f!ON EMITTERS. INSTALL Dl3!P fUBIN$@ 16" MAXIMUM ROW SPACING WITH TRIANGIJLARSPACED .EM!TTERLAYOUT. --·• . -~ J: -N_ETAFIM • DRIPUNE CONNECTIONS SHALL BE MADE USING_ TECHLINE 17mm DRIPUNE INSERT FITTINGS, F 11 -·~---___ ,_.,._ INS.TALL,STAJNLES_s:srEEL CLAMPS ON.FITIINGJl FOR ANY SYSTl;M THAT EXCEEDS 50 PSI. .. ·. '--. ' .. -. --· "' lll'l RAIN BIRD " R0<1_2•NP, 12" POP-UP DRIP SYSTEM COMEi!NATION FLUSH _VALVE I PRiP INDICATOR, G 11 INSTALL WITH "GPH'.' IRRIGATION PROOU.CTS MO!JEL #GDFN'R, SERIES "PURPLE'·FLUSHVALVE .. ------- !l.il'll NETAFIM • TlAVRV, AIR /VACUUM RELIEfVALVE. INSTALL AT HIGHEST POINT OF DRIP ZONE. H ·11 NOTE:_ ALL SUBCSUF<FACE TUSING SHAI..L. BE INSTALLED 2'' 6.ELO\'/ FINISH SOIL GRADE /\NOliORED WITH RAIN BIRD 6" GALVANIZED WIRE STAKES, MODEL TD$•050 BEND, INSTALLED FOUR (4) FEE:T ON CENTER, IRRIGATION SPRAY HEAD SPRINKLER LEGEND SYMBOL FLOW RATE GPM PSI RADIUS PREC. DETAIL SHEET QIHIFIV MANUFACTJ.JRE /~1DOEL NO. /.DE;SCR!PTION Q H F V RATE Sci.RUB 12" .HI-POP Sl"RA Y HEADS WITH CH~CK VALVE AND PRESSURE REGULATION .. .... -·""'-RAIN SIR□· RD·12•S-P3QcF.NP. W)!!-~LTSERIES NOZZLE .20 .25 -.25 :,o 5-FT 1.e I 12 W/ PCS SCREENS,020/ 02~ IQW ,~ e $ ,:, RAIN BIRD· RD·12,S:P30-F-NP,.W/ 8SE:RIE$ MPR.NOZZlE .26 .52 1.0.5 1,19 30 8FT 1.6 I 12 F"'·~ j,, ., V I>-RAIN BIRO· RD•12,S·P30·F·NP, Wi 10 SERIES MPR NOZZLE .3S .7~ 1.58 1.45 30 10 FT 1.6 I 12 ~ e 0 ~ RAIN BIRD• RD-12;-S-PJOcP-NP, WI 12 SER!ES MPR NOZZLE ,65 1.30 2.60 1.115 3() 12 FT 1.7 I 1.2 ~ ,.,____,_,,.a,-- [~ a a ~ RAIN olRD • RD·12·S-P30-F,NP, W/15 SERIE$ MPR NOZZLE .92 1.85 3.70 1.85 30 ·J5FT ·1.a I 12 liRCS SST CST .RAN BIR!J-RD-12:S'P3v-F:NP, WI 1~ STRIP SERIES NOZZLE .30 .90 -.90 30 4x15Ff 1.9 I I 12 iii !!! !,!I LCS-PCSCQ30/RG;,:pcs-□30 / SST'PCS,()60 / CST:PGS-060. -4x30 FT Meter._NQ; ficit: . . . . Elevcdioil of M:etet.~ sta!ii.: i'i•ie, hessure .. rs]:. " . 4058 164 f! 104 p,1 •• ,., .• ,.,_..,,. •• ,a,•> .. ,,,..,., .. , .. :.:J M<.ixiajUfrt syS~_em. D~illa_ri_(f , ,Ele:Ycijl"_q,tl=ChansJt)'_f',o.c, -fQ Highesl"H®Od: fiO'(ifM () f! •~ ~»-h~ '"'" me>,~·~-'"•••" ~ • -•~•~·• c,,• ,,,,,•,,~" "T "'"~ >·"" .,,,_, ,,.,,.,,,,,,,., t:osses·: 4" Wdief Meter &';··s~;;,1ieYtne···· · · I.Opsi l.Q psi --12.0 P.si ti""" Rf'S@'ckflOW:ii~-;;,fc·e ,,_ ;.f~A\Oifri\J_u·1~e··: --_--__ ·--_"·_:-~ ,, , ,. ' ....... '' , I .o;psl !s:Pltifiohvblves -·· AH1.riij' tt:Sf i:ti% -. tOfe1\il ·_ufl·~iO·ss_. :1"ct% - ~~~-:!.?.lfj~~i_ -~ii?":',.,_, H~ii ({'OP ef'Oli n g l\~·$ilii/e: :·-. ·-· ,,_::r . __ , !, • ' '" ,' '"'•-'•'• , .• ' ,_ ,.,, --•-·-·-·-"~'"'.·•·-•,,-~ .. -·-:r-·· ·'--" fot6i:ir-eiSiir"e lfeii'Vke~ci: --. SiO'HG ·rr-eiSU't e::x,,a fi(i' b (~i ].ops! '"'""~:-~.' e.i~. J.Opsl 2,Tp",i iOi>,i \l.ll psl '"" ·'·-'C" -2b f)~i ,ioi,,1 ,, !•----.,--., .-, ····i;i·~ii · fo4 'ii'si 49psl WATER EFFICIENT lANDSCAPE WOlffiSHEET HYDRQZONE INFQRMATION TABLE lone CtmttoUer Hydt_Oz,t.me* dr l'fo. Valve !_!;J MW 1 BT MW 2 l',J MW 3 S7 MW 4 B7 MW 5 1,7 MW 6 B.7 MW 7 87 MW 8 B7 MW 9 87 MVI ·10 --------...... D7 MW 1 07 MW 2 D7 LVi/ 3 07 MW 4 " -,~mm,w Total Pllioled Arw, ~flydroWl'f-#- 0-_W •-V$:f'f 1_.r;•,V.Vl,atefiLJs_9 Pfatiis .L W • L,;;i',tWi1Wr U:1-fi-Plcr.rlt; 6dW-M:nferfl~~ VVtfor t~i;sf Flru-ifc rJW ::; Hjgfr ','Va.I~ U:sfr Pf#¾ttfa Plant %0fT,ota1 I-rrig-3:tloo Hydrcr~ane Area Type/Fac!<J:-'*' U:lndsca_ped Method0 (Sq. Ft.) S . . $ s B s ~ 0 s s B D ·----B D a D "'··"°'" ·?frriz«tiroMett:o.d ,MS ~Mioro-Jpiay S::z-:;pv.y R ~Rotor fl""fJM-b,Pl& ~(;rff;, (f'F) 05 O,;'l 0,5 -0,5 D.5 Os5 0,5 n-··" (15 0)3 o:s 0.5 Q,$ (),5 j ,i;rea ' o-4/ o._:JS 796 9.59 693 8.35 t'l7 1.41 1,Gi6 12.24 ~% B:i9 45 I 0,cS:t 1,001 1200 --91) 1, 19 009 1·1.67 153 ·1.134 2,14~ :2-5.W 80 Loa 418 5A] ,. 8,3CO 100'% ..... PlantF.actatfrtimWUCClSf!t{>f Jt,i t ,;IS l-'l'S{$f .ff!w.!JJ{j M J;+Y-opda(e MOTE; ALL SPRAY HEADS THATREQUIRE ;\RC ADJUSTMENT FOROVEHSPRAY $HALL 6E INSTALL Ell WITH RAIN BIRJ:J (HE.VAN) HIQH.EFFIOIENOYVARIA6LEARQ SPRAY NOULES. FOR RADIUS REDUCTION USE PAIN B![<D PCS-SCREENS. NOTE: ALL SPRAY AND ROTOR t-lEAQ BODIES Sc·IALL HAVE FAOJORY INSTALLED REOLAl!vl!':D WATE:R IP!::NTI.FICATION CAP. SYME\OL @ " (,) SYM!lOL ~ ~,a.C., 61 M ® SYMBOL ----,--- NO SYMBOL ::z:·~-a•z·z-.s- "'-1~ ; l > z:z9 ILLL2::z~=J NO SYMBOL NO SYMBOL lRRIGAT!Ot'I Ti1EE BUlilB.LER..LEG.END MANUFACTURE I MODEL NO. I DESCRIPTION GPM PSI RADIUS PREC, DETA!L SHEET RATE RAIN BIRD · RCHl6-S:P30·F'NPi W(HIJNTER MSBN-250, MULTI-STREAM BUBBLERNOZ.ZLE, TWO (2) PER TREE. .25 (,50) 30 1 FT 1;9 J 12 -----·--·-RAIN_Ell_RO" RP.06-S•P30°F,rW,, W/ HUNTER.PCN·25; ,25 (1.0) 30 l FT 2,2 K 12 FLOOD BUBBLER NOZZLE, FOUR (4) PER PALM. NOTE: SINGLE SYMBOL ON PLANS REPRESENTS MjNiMUM !"WO (2) BUBBLERS PER TREE. (2) BUBBLERS REQUIRED FOR 24" BOXTRl:ES ANU $MALLER. !3)JlUBBLEflS REQUIRED FOR 3-6" BOX TREES, (4) BUBBLERS REQUIRED FOR PALMS AND 48" BOX AND LAR$ER TREES. PLACI:: a.Ue!BLEl<.iS Af EDGE OF ROOT SALL ON OPPOSITES.IDES OF TREE WITHIN TREE WEl!. TYPICAL IRRIGATION EQUIPMENT LEGEND MANUFACJURI:: / MODEL NO. I 'DESCRIPTION DETAIi. SHEET RI\IN BIRO' PES6-NP•HAN-PRS-D (1" OR 1-112") SERIES PLASTIC. REOYCl.EDWATER, PRESSURE L 12 REGULATING, _REMOTE CONTROL VALVE WITH PURPLE HANDLE. SIZE AS SHQWN, RAIN BIRD· PESE)-NP·I-IAN (1'' OR 101/2") SERIES PLASTIC, RECYCLED WATER REMOTE CONTROL M 12 VALVE _WITH PURPl;E HANDLE, SIZ:E A$ s'HOWN. 11'-lSTALLED '1111TH RAIN BIRD QKCf1K·100, 1" PRESSURE REGULATING, QUICK-CHECK BASKET Fll.TER(S). INSTALL ONE' (1) FILTE:R roR PIEMANPS (1 • 13) GPM. INSTALL TWO (2) FILTERS FOR DEMAND$ (14 -36} GPM. SfEARS · ~621•xMSf{ THREADED, TRUE UNION 200() STANDARD PVC EIALL VAi.VE, LINE.SIZE. y 13 SIGNATURE· 7645, i"NON-POTABLE. REVERSE THRE/\DiACME QUICK.COUPLER X 13 VALVE: WITH PURPLE LOCKING COVER FOR REQYCLEOWATER USE, IRRIGATION PIPE& WIRE LEQEND MANUFACTURE/ MODEL NO.I OESOR!PTION DETAIL SHEET ' NON:PRESSURE LA TEF½L LINE (3/4'' • 2") .SCH. 4◊ PURPL~ "RECYCLED WATER' PVC PIPE WITH WORDS "RECYCLED W,'ITEl,0 0.0 NOT QRtNK" INSTALLED 12" BELOW GFi.ADE. N 12 . PR~SSlJRE M;\INLINE (2" ·3' CLASS 315) (4''CLASS 200) PURPLE "RECYCLED WATER' PVC PIPE WITH N,-V;\v 12, 13 WORDS "RECYCLED Wf\TfiR•DO NOT DRINK'' INSTALLED _1$" BELOWGRAOE. INSTAl.LWITH 3" WIDE "RECYCLED WATE!<" METALLIC DETECTABLE WARNING TAPES, T. C:HRISTY • TA•DT-3-PRW, ~" WIDE PETEQTABLE PURPLE "RECYCLED WATER' METALLl(JBACKED ~4,-o, P 12 UNDERGROUND WARNING TAPE)NSTALL WARNING TAPE CONTINIJOUSLYAI.ONG MAINLINE ROUTING, [)NE (1) LQCATED lfylMEDIATELY ON TOP OF MAINLINE ATfACHEO EVERY 5' AND ONE (1) LOCA[ED 12" ABOVE MAINllNE. . ['IPE St.EEVE • PURPLE; "[{ECYCLl:D WATER" $CHAO _PVC PIPE WITH WORDS "RECYCLE;D WAl'ER-00 N,O.P, 12.13 NOT DRINK'. EXTEND 12" SEYONO EDGE OF HAROSCA.PE. SLEEVE SHALL BE MINIMUM TWICE THE v,w ... . C' • ,, •' , •. , . . •-, • DIAMETER OFTrlE PIPE-OR WIRE BUNDLE CARRIED, MINIMUM 2'' SIZE. WIRE SLEEVE • 'PIJRPLE" $CH 40 PVC PIPE EXJ~ND 1Z' SEYQND EOGE OF HARDSCAPE. SLEEVE SHALL !,, o, p 12 B.E MINIMUM TWICE THE DIAMETER OF WIRE BUNDLE CARRIED, MINIMUM 2"SIZE. ' ' IRRIGATION CONTROL WIRE,i/14UF AWGDIRECT BUfUAL (U.L APPROVED) N,o,o 12, 13 {iM • 0!3R/Y·6 DIRECT .BURIAL WIRE CONNECTORS FOR U.SE' ON ALL WIRE CONNECTIONS, Q 13 1 CITY Of CARLSBAD ESTIMATED TOTAL WATER USE {ETWli) J\;{-i~o;~-;~;_;:1~J-1J-;;:;bc:~~·-i1-~i:\vHh St.h l~;~.i~: 'Setc>v;· ,~-;;;(;: (1_;;:r;~:~·;-;:y lob.tes-a.i ne,cessqr;:to_ Cl)fft{A0!0<1H h_0fJ(<.iZ•}h&s} LEGOLAND Waler fSt>:;p ~+x St1;;p·.Yj EsUmakid TotD!c W ol~r U.s-0 - HW,l.1 (GiJHom ·r'er Y½m} St0p N_o. /&efow) . ' \,;,,;,,,i/ 0,5 () Q 0 () 0 f) O,WJ Q rotcil .si-v.-.iH:nof e.xcer-,d ·1v1A\/IA . ....... -fr. , ........ ------. --.. -,--- ViB:i-l .tJf h5 ,;, 4dJJ: f{ij);;{J ;5 ·:;-;-id -Vl~i( ::f-.ii! "6f'.tr1i .. h1 O)HD.J(;,; ·;{.; .12 --,-n"'•"'" -----, S >,-------------.•-•----, 'H"'m,C '> (<,•--f'l" -?klrdTbCfor \v'lofot-U.¼.'} -f!Om Wl!COLi · -f:;~i~~-i~d:h~:fi•d ;,1 -Kr;~ :_;f r:1G~rii~:i1; i~r~iro;:;·~;;~; ·faf1 ,"° \),§t~ \/~;,/1_;;,N \;.luf;/iT,ii-Pl~;·;:;1; rt·Jti (';f El Corn,!['10 }tfrp! ~ 47 .n ' 0'' ' ._, .. ., ... ,.-,; .. ,_.,,,.,., ..... ----,_ <.:--_--·-· ""'':'"'"'" DJ; 0,8 0 0 0 0 o .. n: OJ:2 0 0 B,3[J{) j ' jS-m,:w-,,,; • • .i ' """"" -.... 'Ddp -& t,Jf2m 'lp;,::i{=·,8J 0.8 Q l) tLlif) 0 _ • .!!.pf:;!~i-tl.!H r'.tJq/. pro::.1Jde d_i!-for.,_r1f E1o if, supp.orrnd D.1 /},5""" tAW • F..:lodt,m.ne· '0/ole;H lJ;f.'. d-:io~1ri1snbtbn-s:ubjrJcl i() vpp-o,1cil·b1 tho Clb:'f"ionnbg P5¥; t1w:~"HifcJft\,~9"fo?i.lH~ 'fi]q[l'K:"'"' .. '}ii: dlforf.i_i_\. 1£ nJD I bo lj·jf,,:J J-~;~-p;Jf~:.ii;)Y r--., ... .,,w'·· "' .,-.. ~••~~ .... ~~--.-,,~---~'"' ,.,~, ... . ,;J:i.'.)IJH!':!rit-b.lIWI 'i,i"}l;.~;.x;f V.-6:UPP!U'iat 0,1 lhw',.;Hi MAXIMUMAPPllED WATER Lille l MAWA) cqlculalk1n: 8.300 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" RLA#---EXP. ___ _ DATE REVIEWED BY: ___ .,,_,.,,.,- INSPECTOR OATE ;---1-",....._,....._,....._,....._,....,_~,....._~ I SHsE· EI] c·11Y OF CARLSBAD SHtETS , MINOR CONSTRUCTION CHANGE €.-1.ri; .13f:.._ . · · ·. '.2.W_ 25_ PLANNING DIVISION ,,,-v • f:=;~'-'"""~pac:::,~~:::'-':c:'-.,A._.,"""~~'-:-:-'~~====.......,=-----+-----1---+---i----1 ==;;:;::;:'.;;;;-===:::;:::::;:::;:::::::::::::::::;:::::;====3 ~;;;::~=;A •i41 RESEARCH DR IUIJE 2UQ lilWE • 0. 916\.8 l49.)li/J123 IIOGElA.COM l,ANDSQAPE iMPROVEMENT PLANS FOR: LEGOLOAND -WATER P;.\RK 1 LEGOLAND DRIVE IRRIGATION t..EQ!.1ND AND CAt;CULATlONS APPROVED: 1----+------==c----------------t---t-----t---r--J ;:'P:=. L'::'AN=:'N:':::!N':=G:::· ==:::;;========.;=:::DA::T:::E:::==, DRWN BY: RLA PJOJECT NO. ]·. DRAWING NQ, Rq ;;DP 16·25 499 '?L CHKD BY: v CDP. 16c4e.__ • • DA 1E INlllAL DE,iot!ER Of WQRK REVISION DESCRIPTION DAil: INIHAL DATE INl flAL_ OTHER APPROVAL CITY APPROVAL Irrigation lr1stalla1ion Notes 1. THE CONTRACTOR Si".Ai.L OBTAIN. COORDINATE ANDf'AY FOR ANY .'\ND ALL PERMITS A/'<DALL INSPECTIONS AS REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSI6LE AND LIABLE FOR ANY AND ALL OAMAGE\l TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION .OP.ACTIVITIES WITH ALL AGENCIES AND OTHER TP.AOES. 3. THE COrJTRACTORSHALL SE RESPONSIBLE ANp LIABLE FOR ANY ENCROACHMEfU INTO AD)A.CENT PROPERTY. R.0.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED, 4. IT SHALL BETHE RESPONSIBJUTY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHAlL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIE:S THAT MAY OCCUR 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND UIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL.BE IMMEDIATELY REPORTE.D TO PROJECT LANDSCAPE ARCHITECf !'OR DIRECTION. ANY CONTINUATION OF WORK IS AT THECONTRACTOR'S RISK Al1D EXPEN$f. . . 7. THI": CONTRACTOR SHALL VERIFY THE LOCATIONS OF" ALL EXISTING UTILITES. STRUC'J'URl::S AND SE.RI/ICES BEFORE COMMENC.ING WORK. THE LOCATIONS OF UTIL!TliaS, STRUCTURES ANO SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES SET'NEEN THESE Pl.ANS AND ACTUAL FIELD CONDITIONS S.HAl!. SE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 8. BEFORE ANY WORK COMMENCES, A CONFERENCE ,SHALL SE HELO WITH THE CITY'S REPRES.eNTATIVE AND THE CONTRACTOR, REGARDING GENERA.L REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES ANO OR.DINANCES. 10. THE IRRIGATION WATERMETER IS TO BE PROVIDED BY THE O'f/NER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RE!;PONSI.BLE FOR INSTALLATION OF All IRRIGATION EQUIPMENITOOWNSTREAM OF THE POINT OF cmmec11ciN (P.0.C.)ATTrlE IRRIGATION WATER METER. . 11. ALL IRRIGATION i':QIJIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL 8E INSTALLED AS PER MAN~FACT\JRERS RECOMMENDATiONS ANO SPECJflCATIClNS, 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN O~fTHEc DRAWINGS WHEN IT IS OBVIOUS IN TH!:i.FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'$ DIMENSIONS EXIST THAT M_IGHT NOT HAVE BEEN . CONSIDERED IN Tl-lE DESIGN. SUCH OBSTRUCT.IONS OR DIFFE;RENCES SHALL f;lE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR. SHAL_l ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE Pl.ANS IS DIAGRAMMATIC; ALL ITEMS, I.E, CONTROLLERS. VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE $HOWN IN THEIR APPROXIMATE LOCATIONS .ONLY. 00 NOT SCALE DIMENSIONS. fJETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS .. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS Of.lVIOUS THAT THEY ARI; IN CONfLICTWITH UNDERGROUNQ UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VE:HICULAR OR PEDESTRIAN SAFE:TY CONSIDERATIONS. 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE SACl~FLOW DEVICE SHALL BE APPROl/80 BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 16. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PE:R SQUARE INCH AND BE PROVEN WA TE:RTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT F◊R HYDROSTATIC TESTS. HYDROSTATIC TESTS Sl-lALL BE. PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECf QR, IF APPROVED BY LANDSCl'.PE ARCHITECT, GONTRAOTOR.MAY E-MAIL DIGITAL PH0l0GRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITEC'[' AT BEGINNING AND END OF n::sr PERl()O, 1~. 120-VOLT ELECTRl<,AL POWER OUTLET AT THE AUl'OMATlC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL B.E THE RES POfJSIBlllTY OF THE CONTRACTOR TO QOQRDINATE ELECTRICAL SERVICE WITrlTHE G.ENERAl CONTRACTOR ANO TO .MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMAnc CONTROLLER. 17, ALL LOCAL MUNICIPAL AND $TATE LAWS, RULES AND REGULATIONS GOVERNING OR RE.LATINGTO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MAOE:A PART OF THES.E SPECIFICATIOHS AND THEIR PROVISIONS SHALL BE CARRIE[) OUT BY THE CONTRACTOR. 18. BACKFLOW DEVICE Sl1ALUlE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE, _FINAL LOCATION SHALL BE DETERMINED BY TH!a OWNER'S AUTHORIZ:EO RiePRESENTATIVE ANO MAY VARY FROM THAT INDICATED ON THE DR.A.WINGS. 19. QUl(;K COUPLER VALVES, CONTROL VAl\/6$. AND SHU-FOfF VALVE$ SHALL BE INSTALLED IN OR'.)UND COVER AREAS WHEREVER POSSIBLE. 20. PIPING AND WIRE CONDUIT PENETRATIONS THRGUGrlWALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLEO OUT ON Pl.ANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. PIPll~G AND WIRE CONDUIT_ PENfTRATION:I hi ROUGH EXISTll'iei WALLS SHALL EiE COR~ DRILLEDAND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE0 USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SY-'lTl'.;M DESIGN. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE COt•ITFACTOR SHALL INSTALL K!ll SERIES ANTI-DRAIN VALVES O~I ALL LATERALS .IN AREAS WHERE SLOPE OF GRADE EXCEEDS 4:.1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRR!GATION OCCURS, OR AS DIRECTED BY THE OWNgR'S AIJTflORIZED REPRESENTATIVE. 2:;. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE Hf.AL THY GROWTK OF .PLANTMATERIAL, AT NO TIME SHALL THE CONTRACTORAPPLYWATEP,.AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION OF THE SOIL, 24, THE CONTRACTOR SHALL FLUSH ANO ADJUST /IJ.L SPRINKLER HEADS FOR OPTIMUM PERFOP.MANCE AND TO PREVENT OVERSPRAY ONTO Al>JAC~NT PAVJNG. WALLS OR OTHER HARDSCAPE ELSMENTSTO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELE\;TING THE BEST DEGREE OF ARC TO FIT THE.EXISTING SITE CONDITIONS ANO ADJUSTING THE FLOW CONTROL AT EACH VAL VE TO OBTAIN THE: OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25. WHEN RADIUS OF SPRINKLER HEADS AS R!aQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR $HALL EQUIP SPRINKLER HEAD WITH APRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND HADIUS CO,ffROL. 2.6. IJSE AOJU$TABU£ ARC NOZZLES FOR ALL HEADS LO.CAT EU IN ARBAS WHERE A STANDP,RD.ARC PATTERN SPFIA YS OVER ONTO ADJACENT PAVING, WALLS OR OT11ER HARDSCAPE ELEMENTS. ADJUSTABLia ARC NOZZLE SHOU.LO HAVE THE SAME RADIUS Of THROW AS THE NOZZLE BEINGREPLACED. 27. NO OVERSPRAY OR LOW HEAD DRl'JNAGE SHALL BEALLOWEO. 28, WHENVERTICAL OSSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, THEES, ETC.) INTERFERE WITHTHE SPRAY PATTER_N OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER OOVERA(3E, THE CONTRACTOR SHALL FIELD ADJUST THf. SPR{NKLtoR SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION 60 AS TO PROVIDE PROPERCOVcRAGE. ALL ADJUSTMENT$ SHAU BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29. PIPE $IZES Sci.ALL CONFORM TO THOSE SHOWN ON ·rHE DRAWING, NC SUBSTITUTIONS OF SMALU;R PIPE SIZES SHALL. BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED .. ALL DAMA GEO AND REJECTED PIPE SHALL BE REMOVEO FROM THE SITE IMMEDIATEL'(UPON REJECTION. JO. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL #14 U.F. APPROVED IN AN 18" DEEP 'fRENCH INSTALLED UNDER THE MAINLINE PIPE. WIRE CONNECTORS SHALL BE PENTITE OR DRI-SPIJCE ONl. Y. COLORS FOR CONTROL WIRE SHALL 8E AS FOLLOWS; A COMMON WIRE· WHITE (FOR MULTIPLE CONTROLLERS USE DIFFER.E~H STRIPE COLOR PER CCflTROLLE:R) 8. HOT WIRE • BLACK C. EXTRA COMMON WIRES -WHITE WITH ORANGE STRIPE -M1.NIMUM3 EA_CH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC P!aR CONTROLLER (DIFFERENT STRIPE: COLOR PE_R CONTROLLER) D. EXl'RA HOT WfRES, MINIMUM (1) EXTRA HOT WIRE FOR EVERY (5) INIRE:S PLUS (3) EXTRA HOT WIRES RUN TO EACH END OF MAINUNE BACK TO THE CONTROLLER· LA8E:l ALL SPARE WIRES AT BOTH ENOS "SPARE". E'. MASTER VALVE· BLUE WI WHITE STRIPE: I WHITE WI BLUE STRIPE. F, FLOW SENSOR-RED WI WHITE STRIPE I RED WI BLUE STRIPE. 31. ALLAUTOMA11C GONTROLLER PROGRAMS MUST BE SETTQ 0PERA[E tlETWf.EN THE HOURS OF 10 P.M.AND 6 AM. 32. THE Ef!TIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY TKE CONTRACTOR AS TO MATERIAL ANO WORKMANSHIP, INOLUDIIJG_ THE SETTLING OF BACKFILLEP AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK, SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH TliE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THf' OWNER MAY BE DUE TO INFERIOR MATERIAL. AND/OR WORKMANSHL"', SAID-DIFFICULTIES SHALL BE IMMEDIArli:LY CORRECTieD ~y THE CONTRACTOR TO THE SATISFACTION OF THE OWNER /\T NO ADDITIONAL COST. 33. THE CO~!TRAOTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE ANO THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE:,UNTJL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 34. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE: ANO THE MAXIMUM FLOW DEMAND SiiOWN ON THE IRR.IGATION DRAWINGS-AT EACHPOINTOF OONNEOT!ON. THE CONTRACTOR SHALL VERIFY WATER PRESSURE JN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED, REPORT ANY DIFFE:RE:t,CE BETWEEN THE WAfER PRESSURE iNDlCATED ON THE DMWiNGS ANO THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT Of CONNECTION TOTHE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PHE:SSUHE DIFFERENCES ARE NOT REPOKfED PRIOR TO START OF CONSTRUCTiON, THE CONTRACTOR SHALL ASiJUME FUtL RESPONSIBILITY FOR ANY REVISIONS NECESSARY Ar NO ADDITIONAL COST TO THE OWNER 36. AFTER INSTALLATION OF THE: IRRiGATION SYSTEM IS COMPLETED, THE CONTP.AGTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHJlECT TO DETERMINE IF THE IRRIGATION COVERAGE: FOR Pl;ANTING AREAS IS ADEQUATE AND COMPLET!:. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INAOEQ\JACIES OF COVERAGie DUE TO DEVIATIONS FROM THE PLANS OR SECAIJSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT8ROUGHT TO THE ATTENTION Of THa LANDSCAP6 ARCHITECT PRIOR TO INSTALLAnoN. frrigatlor General Notes 1. IRRIGATICN PLANS ARE: DES.i.GNED AS. DIAG.RAMMATIC AND APPROXIMATE,. ALL JRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO SE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATEDIN HARDSCAPE. THE.IRRIGATION CONTRACTOR$1:iALLENSURE NO 0\/ERSPRAY O~ITO HARDSGA0 ic, STREE:TS, WALLS OR ANY OTHER HARDSOAPie i STRUCTURE,. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, AClUAL MAINLINE LOCATION TO BE A MINIMIJM ,JF 18" OFF ADJAOE;i'{T HARDSCAP.E: AND OTHER08ST/\C.LE:S T'/P. 3. ONLY SVoSURFAGE IRRIGATION SHALL BE USED TO IRRI.GATEANY VEGETATION WITHIN TVVENTY;fOl!R INCHES 0' AN IMPERMEABLE SURFACE UNL.ESS THE ADJACENT IMPERMEAB!_E SURFACES ARE DES\GNEP AND CONSTRUCTED TO CAUSJ:: WATER TO Df<AIN ENTIRELY INTO LANDSCAPE.~REA. 4. IRRIGATlCN SLEEVES SHOWN FOR MAJOR.STREETANQ DRIVE\'.1/>.Y_CROSSINGS FOR CLARITY ONLY, CONTRACrOR SHALl; INSTALL SLEEVING SElOW ALL PAVING, liARDSCARE, ETC. ANO AS DIR.EC JED BY OWNER'SAIJTHORIZEO REPRESENTATIVE, . 5. ALL PIP.ING ANQV'IIRE SHALL BE SLE!cVED_W_NOERPAVING. ALL SLEEVES TO BE MINIMUM 2KDIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH.A MINIM.UM 2-INCH DIAMETER WIRE SLEEYE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYQr,b PAVING. 6. ALL LEADWlflESTO sg #14 GAUGE, AND SU\CKJN co~OR. ,A~LCClMMQN WIRE T0_8E#14 GAtJ_GEAr,JDWHITE WITH COLORED STRIPE; OIFPERI_NG PER CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PRO\JIDED .FOR EACrl GROUP Of FIVE (5) VALVES AND LOOPED INA NEARBY VALVE.BOX \IVITH MINIMUM 2' OF CQILEO WIRE. 7, ALL IRRIGI\TION ADJACENT TO BUILDING SHAU,. BE INSTALLED A MINIMUM DISTANCE OP i2" INCHES FROM 6UILOINGTO AVOID WATER/OVERSPRAY ONTO BUILP_ING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN.FIELD WITH OWl'IER'S REPRESENTATIVE PRIOR TOCOMMENCIN(J WORK. 8. fREE: BUE6i;ER$ ANO LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR DRAWING .CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BIJBBLE:RS SHALL ~E ALIGNED WITH TREE$ AHD AS DIRECTED BY OWNER'S}IUTHORIZED REPRE:OENTATIVE .. C:ONFIR~I ALL LAYOUTIN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVEPRIORTO C0!'1MENC1NG WORK. 9. CONT_ROLLER LOCATION Sl:iOWN ON THIS DRAWIN_G IS APPROXlfl'ATE. THE LANDSCAP!o CONTPACTOR SHALL STAKE Ol TTHE CONTROLLER LOCATION F.OR REVIEW /INO APPROVAL BY THE 01'/NERPRIOR TO INSTALL/\:ION OF THIS EQ_UIPMENT, Tl➔,c,LANDSCAP_E CONTRf\CTOR ISRE:SPQNSIEllEFQR.ELECTRIGAL CONNECllQN FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO_TERMINA_L STRlf', REFER TO ELECTRICAL ENGINEER'S DPJ\WINGS r'OR POWERSOURCE. ALL ELECTRICAL WORK SHI\LL CONFORM TO.LOCAL S'fATE ANQ NATIONAL ELECTRICALC:ODES ANO HEG4LATIONS. FINAL LOCATION AND EXACT PQSITJCNING OF THE CONTROLLER SHALi. BEDETERJVIINED BY THE OWNER. MINOR MODIFICATIONS DF coiJrROLLER RicQU!"'STED ,JY THE OWNERS1AlL BE PR()VIDEQ BY THE CONTRACTOR AT NO ADDITIONAL COSTTO THE OWNER FAILURE TO 08T AIN ONNE:R'S APPROVAL PRIOR TO nm INSTALLATIPN SHALL; CAUSE THE CONTRACTOR TO MAKE OWNER ORECJEO REVISIONS ATNO ADDITIONAL COST TO THE OWNER 10. ELECJRIC,CONTROL VALVES AND ISOLAIJQN VALVE LOCATIONS ◊N THIS ORAWING ARE APPROXltJATE. THE LAND8.CA?E CONTRACTOR SHALL STAKE QUT EACH ELECTRICAL CONTROL VALVE.ANO ISOLATION VALVE LOCATiON FOR REVIEW AND APPROVAL BY QW.NER PRIOR TO INSTALLA l'ION OF AlsL VAL VE$. PINAL (OCATIOttANO EXACTP0$1TIONING FOR ELEQTRIC CONTR0l VALi/ES ANO ISOLATION VALVES SHALL SE: DETERMl[IED BY THE OWNER. MINORMODIFICATIONS OF ELECTRIGCONTROL VALVES.ANO ISOLATION VALVE LO::ATIONSAS REQUESTED BY THE DWrsERSHALL BE PROVIDED E!Y THE CONJRAGTORAJ NO ADDIJIOtj'\L COST TO THE OWNER. FAIUJRETO OBTAIN OWNER"S APPROVAL PRIOR TO .THE INSlALLATION SHALL CPUSE THE CONTRACTOR. TO MAKE OWNER DIRECTED R,N1$I0NS AT NO ADDITIONAL COST TO THE OWNf;R .. N GENERAL, UNLESS OTHERWISE DIRECTED BYowi',ER,ALLVALVES $HALL BE INSTALLED THREE FSET FRCN(EDG.E OFHARDSCAPE, WALK OR CURS IN SHRU_B PLANTINGARSAS, COLORCHAR1 NOTE: AS A REQUIREAl'cNT THE AUTOMATIC CONTROLLER SHALL CONSISTOF A NEATLY OPAWN 1 l'X17' LAMINAT!,D IRRIGATION PLAN ANO COLORED i<:ONE MAP LA)'.OUT CHARf.+AYOUT CHART SHALL 3E COLOR_ CODED l~iDICATING _LOCATION Of' ALL CQNTROLS, SLEEVES, PIPING, HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE:_ AS-SIJILT NOTE: _. . AS-BUILT RECORD.DRAWINGS WERE.NOT AVAILABLE AT TIME OF SYSTE:M DESIGN. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING E:XISTING IRRIGATION SYSTEM AS-B.UILTS FROM OWNER PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED I_N FIELD WITH OWNER'S AUTHORIZED F.EPRe:SENTATIVE PRIOR TO CQ~1t,:1ENCINGWORr,, _ CONTRACTOR SHALL_ . SUBMIT SHOP DRAWINGS OF PROPOSED IRRIGATION SYSTEM CDNNECT[ON POINT AND OONTROlLERJ0CATIONFOR APPROVAL BY OWNERS.AUTHORIZoO_REF'Rlc:SENTATIVE PRIOR TO COMMENCNGWORK. ALL LAl;lORANO MATERIALS 'REQl/lRED TO IRRIGATE AREAS WITHIN THE LIMITS OFWORK AND TQ AOJ,IST ./\REAf.l AD~ACENT TO THb LIMITS OF WORK SHALL BE INCLUDED AS _PART OF THIS CONTRACT; NO ADDITIONAL COSTS _WILL BE ALLOWED F_OR THE PROPOSE.D IRRIGATION IMPROVEMENTS .OR ADJUSTMENT OF THE EXISTING ,\DJACENT IRRIGAI!ON SiSTEMS. NOTE: 'CONTAACTORTO REPAIRORREPLACE Alt ~ANOSCAPE AND IRRIGATION MI.SSING. OR NOT WOP,KING TO/' FULLY FUNCTIONING SYSTEMWIHI )00_'-". COVERAGE'' ALL EXI$TiNG SYSTEMS SHALL BE REPAIRED TO PR.EVENT OVE.R.S_PRAY DR RIJNOFF ONTO SIDEWALKS OR STREETS·. Existing Irrigation Notes 1. THE CQNfRACTOR MUST FAMILIARIZE H_IMSEtF WITHTf'E EXISTING IRRIGATION AND PLANTING ON PROPERTY; ANY DAMAGE OR AOJ\JSTMJ:;.NTS Ri:;.◊.UIREC INCLUDING REPLACING OR RELOCATING IRRIGATION LINE$, HEADS.VALVES, WIRES OR ANY UTIUTY THAT OCCU.RS ON THt PARCEL DUE TO THE CONSlRUCJiGN OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CGNTRACTQRAND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST flEVIE:WANY REOIJIRED MODIFICATIONS TO THES:: AREAS PRIORTO COMMENCING \NORK, THE CONTRACTOR MUST NOTIFY TrlE OWNER'S AUTMOitlZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENC!NG WORK: 2. CONTRACTOR SHALL VERIFY AU. SITE CONDITIONS, PROPE:RTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL 6E VERIFIED IN THE F_IELO AT START OF CONSTRUCTION$. ALL EXISTING MAINLINES, RCVS. BACKFLOW DEVICES; CONTROLLERS, METERS, SERVICE LINES, ETC, SHAt.L BE YER.IFl~D IN FIELD, ALL EXISTING IRRIGAflON EQUIPMENT SHALL SE CLl=ARLY INDICATED INCLUDING SIZES ANONODEL NUMBERS TO SCA!.EON AN ACCURATE SASE DRAWING ANO SUBMITTED AS A SHOP DRAWING ..• SAID .SHOP DRAWING SHALL BE: SUBMITTED TO THE LANDSCAPEARCrHTECT,AND OWNER'SAUJHORIZED REPRESE;Nrl\JIVE FOR RE'VIEWANDAPPROVAL. NOTIFYTHE OWNER'S AUTH'ORIZED REPRESENTATIVE IMMEDIATELY IF ANY Dl;,1,REPANClESARE FQ1JND, NO WORK SHALL PRDCEieDW!THOUTAPPRO\JAL OF SAID SHOP ORA WINGS. 3, ALL EQUIPMENT LOCA TIONfrAND PIPE ROUlWlG SHAL.LSE lltAKED IN FIELD FOR REVIEW ANO APPROVAL PRIOR TO INSTALLATION,, ALL LAYOUT SHALL SE AS APPROVED BY, LANOS"APE ARCHITE:Ct, AND OWNER'S AU'fhlORIZEb RtPRESENTAflVE: PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL :)F LAYOUT. 4 CONTRACTOR SHALL 8<= R.ESPONSIBLE FOR COMPLETE INSTALLATION OFPROPOSED IRR[GA'ilON EQUIPMENT AND RELATED EQUIPMENT, INCLUO!NG8UT NOT LIMITED TO RC.I/, OONTROLWIRES, ELECTRICAL WIRE$, CONDUIT, REMOTE CONTROL I/ALI/ES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AIJTHORIZED REPRESENTATi\/E PRIOR TO COMMENClflG WORK, 5. CONTRACTOR SHALL Sf;·RESPONSIBLE FOR THE COMPLETE kBMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENTAFf('CTED SY THE PROPOSED IRRIGATION IMPROVf,Mlat-lJS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED.AND DISPOSED Of IN FIELD f'f<!\)R TO COMMENCING WORK, 6. CONTRACTOR SHALL.BE RESPONSIBLE _FOR REPAlR/MCDlflC/\TION OF ALL ADJACENTIRHIQATION SYSTEM !,QUIPMENT THAT ISAFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL Ri=.PAIRSAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% Hf;AD TO HEAQ COVERAGE IN ALL AREAS '{IITH SYSTEM LAYOUT AS AFPROVEO BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL ~REAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTAl'IVE PRIOR TO BICDING WORK AND PRIOR.TO COMMENCING WORK. 7. CONTRACTOR SHALL ADJUST AND OAP OFF EXISTING A'.JJACENT IRRIGATION SYSTEM AS P.EOUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HE:AO TO HEAP COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REl'RESENTATII/E. ALL LAYO.IT SMALL BE, CCNPIRME'D WITH OWNER'S AUTHORIZED REPRESENTArlVE PRIOR TO COMMENOIN3 WORK. 8. CONTRACTOR SHALL REfER TO CORRESPONDING QtJ,SITE WATER AND !3EWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RE.A TED EQUIPMENT, CONTRACTOR SHALL V~Rl~Y AL.l EXfSTING SITE CONDITIONS IN FIEI .. D WITH OWNERS AUTHOR·IZEO REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTORSHALL BE RE$PONSISLE FOR ALL REPAIRS TO EXISTING IRRIGA[ION, LANDSCAPE ANO HARDSCAPE DJ\MAG_ED BY ROUTING NEW WIRES T'..) CONTROLLER AT NO ADDITIOfiAL COST TO THE OWNER 10, CONTMCTOR. i,HALL MEET WITH THE OWNER PRIOR TO !JEOINNINC PEMQLITION OR ANY OTHER WORK,.AND WALK SITE TO LOCAlia E/\lSTING CONTROL.EH AND LINES AND OTHER IRRIGATION TO BE PROTECTED INPLACE 11. CONTRACTOR.SHALL PROVIDE FOR THE IHR.IGATIOH OF EXISTING PLANT MATERIAL THROUGMOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TC CONSTRUCTION SHALL-6E REPAIR~D IMMEDIATELY TO PREVENT ANY LAPSE .. iN IRRIGATION CF THE EX!ST;NG PLA~iT MATE1RIAL ANY PLANT MATERIAL AND/OR IRRIGATION. DAMAGED AS PART OF CONSTRUCTION SliAU, BE REPAIRED TO A LIKE NEW CONDITION ASPART-OF CONTRACT. ,. 12, ANY EXISTING iRRIGATION CQNTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING C.ONTRQLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AiJTHOHIZED REPRESENTATIVE PRIOR TO COMMENCING WORK ANO UPON COMPLETION Of' W()RK. 13. CONTRACTOR SHALL BE R_ESPONSIBLE FOR THE OOMP.ETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPRO\/Ef~ENJS. ALL LAYOUT SHAU. (i(; CONFIRMED 'I\ITM OWNEH'S I\UTHORIZE:D REPRESENTA'f!VE PRIOR TO COMMENCING WORK. 14, NO OISR\JPTION OF THE EXISTING IRRIGATIONSYSTEMo WATERING WILL BE ALL()WED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WA'. i::RING SCH.EDULieS THROUGHOUT GO~ISTRUCTION. 15. CONTRACTOR SHALL CE!TAIN EXISTING IRRIGATION AS-SUILT RECORD DRAWINGS f()R AD,JACENT H:{RIGATED AREl'.S PRIOR TO STARTING WORK. ALL EX.ISTlr•IG IRRIGATION EQUIPMENT LOCATION, SIZSS, AND CONDITIONS SHALL SE VERIFIED IN .FIELD VilTH OWNER'S AUTHORIZED REPRESE;NJATIVEATSTARTOFWORK. 16. \'IHENEVER R_Oors OF E:_XISTING TREES ARE ENCOUNTERED DURING TRENCNING OPE:AA TIONS, THE C()NTPJ\CTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS GVER1" IN DIAMETER, ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENOHl~G IS REQUIRED, THE CON JRACTOH SHALL HAND_ DIG THEi TRENCHES TAKING CARE_ NOT TO DAMAGE ROOTS .. NO MECHANIQAL TRENCHING WiTHIN THE DRIPLINE OF TH8 EXIS'fiNGTRE:E WILL SE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WtTH MOIST BURLAP UNTIL COVERED wI~H SOIL 0 v'v' IV V ~ "V'" .....,... .... ~~ 05/05/17 RLA '7\ MINOR CONSTRUCTION CHANGE / /-.__.., -.__.., A A ~.._,_,~~.,I " . ~'•~~ . ~a~,~ ··- ===,=-,=·"""' . ~f1i!i'W ' .. D l2oil , / ~~ ,~~, _., ~-1111 zmAR(tt 0! ~fllP, Pr.ta OF' ~" \'i IUIJ[ 100 rn.vm, , u nm DATt INITIAL 949.innn REVISION DESCRIPTIOI~ RIDGHM-OM DESIGN.:R OF WORK -· ,,,_ Q/jSIH! RECYCLieD AND POJABLE WATERSg'Al<ATICN REQUIREMENTS: HORIZONTAL SEPARATIONS: THE Pf!ES_SUR1ZED RECLAIMED WATE:R PIPING SHALL MAINTAIN A (10) FCOT liORiZOtff/',L SE~ARl\TIQN AT ALL TIMES FROiA AI.L POTABLEWATER PIPING AN DIOR A PARALLEL SANITARY SEWER SYSTEM, IP A 10,fOOTHORIZONTAL SEPAP✓,TION !S !~OT POSSIBLE, ,SPECIAL GCJNSJRUCTIQN REQUIREMENTS SHALL BE CON$I0EflED, f,EFER TO DISTRICT STANDARDS. ·COMMON TRENCH CONSTRUGTJON !,'3-PROHH~ITE.D, VERTICAL SEPARATIONS: THE PRESSURIZBD RJ~CLA!MED.WATE-R PlPlNG SHA.LL MA1NfAlN A MfNIMUti OF ONE FOOT Vr:.RTICAL SE.PARAT!ON AT 'ALL TIMES FROM _ALL PHESSURIZED .~OT ABLE Wf\TER PtP!NG ANO/OR A SANJTARY SEWER. SY$TEM. T'HE PRESSURIZED H.ECLAIMEb WAIER PlPJNG SHALL BE INSTALLED DNE FOOT BELOW /\LL PRESSURJZ~O POTABLE WATER PIPING ONE.FOOT ABOVE ALL 6AN1TARY SEWER SYSTEMS. IF A ONE FOOT YERTICAL SEPARATION IS NOT POSSIBLE, SPECtAt. CONSTRUCTION REQUIREMENTS SHALL BE CONSIDE:RED, REFEn--ro DJS'i R!CT STANDARD.S, G.;ideHnes For Recycled Wa.te.r Use The•fa1towin9.gulctolines ara intended to provld~ t~ie basic pararnetets for th_e-us~ ofrecl~(med water In 1,smd$cape irrlgatict11. To-operate your sy$tem iii comprfanoo with ·these guidelines you must 1·, !rrlgat~ between !he hours of 1.0:QO p.m, and 6;00 a:.rn. only. Watering out~id.o'lhls time fromo must bu done manually wrth·qua!lfied supervisory p.ersonnel on;._slte. No system shall at any time be !'3ft una.Uended;-dt.irlng use or.Jtrii<Je the normal $<ihadute. 2. _lrrtgate in.a m~nner that wiH.mlnfrnfze· runoff poOl!ng anO ponding. ThG app!lcatli:m-r:ate sha_ll not E.m:;eed the inTIHrntion m!e of 1r1-e 80lt Tirners must be-~dju:;;ted so as t0: be oompa!iO!~l wlth tha_ lowes1 sD!! intiltration rate· presenj, This procedu_re may be facilitated by the:-effident s~hedullng of lh_e autOmatic_i;;ontro! clocks, (i.a, employing the repe~il function to brnak up'lhe-.total irrigation time into cycles that will µrqmote m_axi_murn soff ab5orption). :3, Adjust sµ(ay·he~ds to' aJknln_at13: over-spray-Into ama:5 nolundtr 1he contrai of \hi;;t cu-stariiet For Bxampia:, pool deck~, private. paLias, streets :a_nd side,:,alk~ .. _ 4, Monltw qnd rn~i_hta,!n the syi*'.i:m-io m\nitniz~ equipment and mater!e.f (aliuro. Broken sprinkler haad.s, teakS, unreliable valves, 6tc., ehould. he repaired as. soon as they Qecorne .. apparent 5. Educ-ute al! m~lritenance pefi?onnBI, on a Gontlnuou_s basis, of the. pre:sence of racL,1im-eQ water, and the .tact that It is.rn.it ~pprOveo for drinking-purposes. Given the high turnover rate-.Q1 enip!oyeei:J 111 the.,land-scape lr1dustty, it ls frnportant that !his t_nformatkm_ be diSS:eminated on _an _-almont daily ba5ls, It is you, the lendscape contrauto-r, who is retpon.stble for-_edu-cating each and avafy onr~ of your emp.loyl';;es, 6, dbtain prior approval for all prof.io.'ii£·th.:hanges-am:! modtf{ca,lons to any on .. ~Ue f~1cmt1ei.{ Such_ changes must t;e. sutJmitt?ci·to,.~nci appmve-d by~ the-Ois:tdct Engineerin-g office and designed ·!n accordance with D!strlct standards, Faliure to comply with any or a!! of the_-above guidelln,~s-puts ;/our 5yst6rrt In violatlo-n Of U1e Dlstrtct1s Rule;i and Regula.Uons-and w·m re-suit In termination of s-ervh::RJ until thfi!-approprlata cp-rred.ive steps have been taken. Attachment37: Recycled 'Nater Standard Notes City and County of San Diego 1. 48 HOURS PRIOR TO COMMENC_EMENT OF ANY EXCAVATION ON SITE IMPROVEMENTS, CONTRACTOR SHALL NOTIFY CITY OFSAN DIEGO, WATER DEPARTMENT, RECLAIMED WATER SECTION AT (ll19) .533-7557. 2, ALI..WORK SHALL BE DONE IN ACCORDANCE WITH THE C_ITY .OF SAN DIEGO 'RULES ANO REGULATIONS FOR RECLI\IM~O WATER USE AND DISTRIBU'nON WITH!N THE CITY OF SAN DIEGO•'~ APRIL 199131\NP THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH REQUIREMENTS, 3. ALL BACKFLQW PREVENTER INSTALLATlONS AND LOCATIONS SHALL BE SUBJECTED TO APPROVAL SY THE Cl"IY OF SAN DIEGO'$ WATER DEPARTMENT. 4. ALL PUBLIC FACILITIES SUCH As,cOMFORT STATIONS, DRINKING FOUNTAIN$, ere. SHALL BE PROTECTED FROM SPRAY AND/ORMISTING SY RECLAIMED WA[ER. $. NG P()NDING, RUNOFF OR OVERSPr~Y IS PERMITTtD, ADJUST ALL SPRINKLER HEADS TO PRSVSNT OVERSPRAYING ONTO SIDEWALKS, STREETS AND PRIVATE LOTS. 6. HOSE a1as ON RECLAIMED WATER SYSTEMS ARE. PROHIBITED. 7. ON.SITE CROSS-CONNECTION BETWEEN RECLAlMED WATER LINES ANO POTASLE IS STRICTLY PROHIBITE:D, a, QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO Tl-IE FOLLOWING: A B. C. D. QUICKCOUPLING I/ALVES SHALL SE 1-INCHNCMINAL SO:i::E NE.LSON #7645, WITH BRA$S CONSTRUCTION ANO A NOP.MAL WORKING PRESSURE OF 150 P,S.I. OR. HAINBIRD/144 NP. INSTALL QUICK COUPLER$ No Cl!)/;;E:R THAN 2◊0 FEET O.C AND NO CLOSER THAN 10Q FE;ET TO NlY HARDSC,"J'E OR STRUCTURE. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WI Tri A SPECIAL Olli CK COUPLER KEY WITH AN ACME THREAD FOR OP!aNING AND CLOSING THE VALVE. THE CO\/E:R SHALL SE PERMANENTLY ATTACf1ED TO THE QUICK .. COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL \_QCKING COVERS ARE REQU!RED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIOf'-1 OF PLANTING AREAS. "AS-BUILT" RLA# EXP, DATE REVIEWED BY: INSPECTOR DATE. I [ SH9T I CITY OF CARLSBAD SHEETS ..,., . \4 ~!:!;.-,,.2-if25 PLANNING DIVlSiOfJ . LANDSCAPE IMPROVEMENT PLA,NS FOR: LEGOLO.A .. ND -WATER 1' ARK 1 LEGOLAND DRIVE IARIGATlON NOTES ·"··" APPROVED: /£C1Zv\ Cs ~\__.¼ <,,-k,,.\'1 -PLANNING --DATE -· "-~ DRWN BY: . RlA ___ PROJECT NO. DRAWING NO, PAlE INITIAL PATt INITIAL SDP 16,25 499-?L OJHER APPROVAL CITY /,PPROVAL "' 'KO BY· RS CDP l!"l-413 ..,n ,....,. I ·---SE_A_S-ON7A:cc:L-,!R::-:R:-:-.IG-::-A~T"'"lo-c-. N SCH EDU LE -Pr01'-e-ci Nome:· LE:GOLAND Water Park l fAefer Nv1T1ber: ff i " " ·co·o:trOlfef' ii&]••·. I EVOP◊tr<1nspif@on-_R_d-ftS:_ f1Q·"f1iSfofic:Gf·"···"·'" -. . . '44.o "" .... ----,.--~#fiit°e·i··· -~PF~.nQ_ Summor foll 4 boy'w~e~ Eto 0.14 0.23 0.28 ' 0 l? tiq fE.)r -seoion . 7. l 12.-J 14.a 1t.a F'-'--'"----'..:...C-'-'-----'-'--'--~-='---·-;_~----' R"n.Tlmes (Miovle, per Dgy) 0 (<0 :< tio x Pf] ,.(rR x IE)~ (rm)+ (C) f to ;:: OotJy· fvopofra nspiratfon -Ro'te IE :;a; frrlgathm EWct-ency fR a:: Pre-clpH,aflon Rote (ln_9hes per ,How} RD-= Run doys {S-Qasom.il Tolof) C "'cycles pm Doy Pf; Plant Factor (Kc.) lD _;. Conversion fo minutes .cydes ?er Doy: ·oo·;::i r er"V/ Cflk:··,,··-l 4 ·.Jrrtgq!It)h -EffkJen ,;.y:(%}:_ tR&iOii;·· --.. -·-"-o:75: ----,,•~o• }Spr~Y-Jiici'~-s;.__ _ _O.i) fm:,bht~ir. He.tld1: .. 0.11 6rii:,'Cfnii: ............. o.~1 r;'"··•'" ,.,,,.,.-.,:,. ·"· ·:•' W'•'""~''"'·'"'··••" · ,. , "'""~··• w., .. ~ ,oHp rmm~: t1.a1 iSfr€:t'£m·:goforYi' o.:rs · "" " ........ ., .... \, ..... "'"'" ,, ' .. c,. ,.,_. ':... .. • .. ...... 1-____ jMl<:!◊Sproy 10.15 "frndQ!kit!on-R<1te fin{hrl [RQtor·_g;"·-.. -""~=•··--~f;:4·5 ts·pr:of:_wea_a;.~: L¼o jBtt~~'..~.t_Heatjs: !;80 iDrip ll.ne: 0,64 ;orlp fnillfer: . . ... 0.4() ... /sfre'ciiii-R◊forY:· OA5 }Mk1(dp\.-tly: o·;if1-~-----~--~-~------•---·•-- WJnt€r ! Sprlog Sufunief ---Ri,·-1---.------.. -.... 1 5 4 Shrub shiub Tree i°lrrfgdt!on , rype , Odp line'. "'SPfCiY 1 aJbbler Kc o:so 0.50 0.50 FR IE 0.81 i):',ij {Dec, Jan, Feb)'.(t.lor, Ap1, May) (Jun, Jul, /lug) (Sep, Oct, Nov} l i1 jM_in, P.er_quy_ 8 I 13 l~ 0,80 4 I b 'l 3 r 5 6 .. I 5 fMln. f'er~. o_ay ... ·· L( "}M1n. f'et oOY .. .. 10 Tofa_! Hov, fttm Times @4 ooys re-r week i 0.6 I ·, .1 1,3 • I 0.9 tHours ?er Day SEASONAL IRRIGATION S.CHEO:ULE Projeof No.me, LEGOIANO W<>le< Park Meler NumbO'rl. #1 .. . . . ·con!roll"!' "07" ~11-~poft(!!;iefrqHr,m Ra~~>_; Efo.'ftiS'i:OrifOt':~" .. ,,... 44.o . . .. .. Wlnlor . SprJnv .· summer 4 D<tyW;;.keio .. ri:i4 ... 6,:ii --. o.:i~ .. 'ei,, r .. ,s.Q,.;;,······ 1.1 i::ls 1,i.a fall Q,19 9.8 Run limes (Minutes por Doy): (6ilx flo x Pl')+ (F~x le) x (i!DJ + (C) tio ~ Do.Uy E.vcrpqt~Qti:s.p\raiion _Rati'l tE .=. !n-lgoU QO .fffi cierl:cy pg= P'reclpl.failon .R.-:.1fe.(tncih¢s;-per·HourJ RD ::; @1,m-Qoy~-{Si!cmm_ot lo½QO C: Cycles p~r D_oy Pf= Plon!Fm:lm (Kc) 60-= Cim•1ersi.Qn tq minvies, lrrlgQllon cy<:J ~• Pet O,:,y: DayS ii~/ W e~k: lrrigotton Efficfol'lcy·{%):" ;ji,,fo,,:. .... .. ...... . ........ o.'if . ts.;,&; ti~a<is: .. O:if . 'siiii£1~, tteqoi;, 0.11-· Dilp(lne: . . . . . o,,;\" . ;Dripfrnl!l.or:" l),t\1 siie<imRc,10,y! o,7~ f' _,so o, """•' • ,.,,,,, rn , • ,"-~"'(';,,,,,;...,"., )M!i;l'o Spray ;0.75 Freselt.a11oo Ral~.,Qr/l!!J I Ro.to.rs·~ 0;45 ' ~•' T" • iSpr,iy ~'""'" J,60. ta\lbbter 'Heci'QS: l,-80-;odpVn;_, · o.64 fO(ip E(rllil♦r: Q,40 fs1ie<im If .. ,;;,;;: o . .i\$ · Micro spiav', ········ · iiii · · ·• l 4 Valve Qu,;ml!ly, Planting Typ<' Ke _ Odp'1Jni1 l'R ,e W[nlor Spdng .. svmmor ,i. roll '. (Dec, J<in. f.ob)(Mar. Apr. Mayj{Jun. Jul, Aug)' (S~, oet, NQyj i Shrub Tre-e 4 0.$0 D.o4 0,81 siii,i,.ie, l O.SQ l.80 o:oo I Tct~t Hour Rtin 11me,s·@4 Days .Per Week l ' e 13 16 11 iMin. Pe, tx,y J C"'".... . s ;; ,f.. . : Mfn;·.·-;er .-o~Y .. •~•~~ -~-"--u·~•~•=-~-.,-·y---··•"··"·-••• O,o 0,5 ., ' / I J / I I GPM 30 I'S I MW B r 2r 2 .. 2 A. I. 87-2 R. 14 CPM MW 796' "t.J/1/11.r rt·/, 07-1 1" 18 GPM 30 PSI. MW B 153' 2.2 . ' 07-2 15" I 16 .GPM 30 PSI.I MW 0 I . I 2119' .9.4 AK I ., E.XlST[NG " " . g7.,5 t· 14 Gl'M 30 PSI. MW s 1016 1.6 A1• 87-7 I' 3 GPM ;ro· PSI. MW fl 45' 2,2 0 .10 20 40 60 SCALE AND {'ifORTH I' &O PSC 5 1.6 A.R. !141 !E)EARCR OR sum 200 l.iVINE • (A 91!18 941,3.8/,1313 RIOGn!.\OM 1 ~~~,,.-..,.,.,..-,... RLA MINOR CONSTRUCTION CHANGE OAJE lNiTIAI. Of'.SWNER OF WORK REVISION DESCRIPTION HYDROZONELEGEND 9 MW~ LOW WATER USE TRE;E; ZONE IRRIGATION VALVE CALLOUT CONTROLLER LETTER/VALVE fJIJMBoiR-...., .. A2 .-1..£...._ --VALVE SIZE GALLONS PER MINUTEG.P.M.-16 GPM ..lO PSI. -OPERATING PRESSURE (P.S.I.) HYOROZONE PLANT FACTOR-LW . D ·-IRRIGATION TYPia & (IEiEFFICiE~JCY .. SEE ~--·-,-1:--.-' -, . . . ' LANDSCAPEHYDROZONE AREA~ 2000 J.64 A.R. VALVE HYDROZONE LEGEND (BELOW) SQUARE FOOTAGE I APPLICATION RATE IN INCHES PER HOUR DA1E INlllAL 0Tf!E1' APPROVAL HYDROZONELEGEND Plant Faotor lWater Use) • from WU COLS Sel-ech,d b-tlt$ed on type of plants In hydrozone-.s: VL\/IJ ;;:;Q,1 .. Very Low Water U~t;) Pkant.-;1 LW= O"i -0.3 • Low Water Use Planis MW= 0.4 ~ 0.6-Moderate Water Use Plants HW a 0. T -0.9 . HfghWater Use Plants JE ~ Jrrl9ation Efficlenqy S ~ Spray.72 M = Micro Spray ,80 R = Rotor .72 8 ~ Buboler :rs D = Drip ,80 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING f'..RECIS!; LOCATION OF PLANTING AREAS. INITIAi. CITY APPROVAL RLA#--- REVIEM'.D BY: INSPECTOR ORWN BY .. · __ R_L .. A_ CHKD 8Y: RS 0 AS-BUIL T" EXP,----DATE DATE 0 NOTES: LEGEND; 1. POP-UP DRIP INDICATOR HEAD, WITH DRIP FLUSHNOZZLE, - SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL POP,,lJP DRIP INDICAfORY,:' ABOVE. r® GRADE IN TURF DRIP AREAS ANO 1" ASOVE GRADE IN SHRUB 1»~ DRIP AREAS, 3 APPROVED AMENOEr> BACKFILL. 4. 1?." POP-UP $PRAY HEAD-Si"E LEGEND FOR TYPE. 5, MANUFACTVREO SWING JOIHT - HUNTER MODEL i/SJ-512 OR RAIN BIRD MODEL I/S/s-12.5050 1/2." SWING .JOINT ASSEMBLY. ·--© 6. SCH 40 PVC PIPE END FLUSH EXHAUST HEADER FROM DRIP SYSTEM, MINIMUM SJZE Vl/4", f' DRIPASSEMBLY CONNECTION. 8. SUB-SURFACE IN-LINE QRIP TUSING· SE.E L.EGEND FOR TYPE. 9. HARDSCAPE I CURB I PAVIHG A AFTER COMPLETE SYSTEM FLUSH, IN;lTALL DRIP INDICATOR i'IOZZLE AND ADJUST ro FULLY CLOSED POSITION. 8. FOR POTABLE WATER INSTALL "ORAHGE" COLORED FLUSH l·JOZZLE. FOR RECYCLED WATic;R INSTALL ''PURPLE" COLORED FLUSH NOZZLE C, INSTALL POP•UP INDICATOR HEAD.10" FROM Pf;RIMETER OF PLANTER I HARDSCAPE. D. OISCHARGE EXHAUST HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL. E INSTALL MIN1t4UM DNE(1) DRIP INDICATOR I FLUSH ASSEMSLY PE.R DRIP ZONE. E. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. (NO UQU[D TEFLON) NOTTO SCALE DRIP COMBINATION FLUSH VALVE/ DRIP INDICATOR POP-UP HEAD SECTION VIE\/\/ LEGEND: 1. DRIP SYSTEM AiR RELEASE VALVE, SEE LEGEND FOR TYPE. INS'rAl.LED ON SCH. 40 PVC THREADED COUPLING WITH A ~/4" SCH. 80 NiPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE SOX. 2 o" PLASTIC ROUND VALVE BOX, HEATBRAND "ARV"' ONTO LIP, 3, FIN!SHF.O GRADE, 4.. PVC PIPE FROM OiSCl-lARGEHEADER, I.ENGTH AS REQUIRED, 5. NOMINAi. SIZE SOliD.llRICK SUPPORTS(:; RE.QUIRED-EOIJALLY SPACED). 6. LANDSCAPE FABRJC. 7. 1/2" ROUND WASH2D PEA GRAVEi. • MINIMUM 4'' DC:PTH. 8. PVC SCH 40 ELBUW .(SxT) OR TEE • 314'1 SIZE NOTES: A. USE SCH 40 PVC 45 DEGREE' ELLS TO TRANS!TION TO DRIPLJNE HEAOE;R OEPTH. B. SET TOP OF VALVE BOX 1-112" Al;!OVE FINISHED GRADE IN GROUNDCOVE.R j SHRUB AREAS. C. USE TEFLON TAPE ON All THREADED FITTINGS, TYPICAL 0. INSTALL AIR RELIEF VALVE 018'' F'ROM PAVING. E, AIR VALVES FOR TURF AREAS SHALL BE PLACED IN ADJACENT SHRUB PLANTER, NO VALVES AREho 8E PLACED IN TURF AREAS, VERIFY EXACT LOCATION IN FIELD. DRIP AIR RELIEF VALVE NOTTO SCALE ,, 5 @ A A LEGENP: 1. 7.. 3, 4. 5:, PVC LATERAL LINE FR.OM DRIP ZONE Kff, SEE. LEGEND FOR TYPE, PVC PIPE SUPPLY MANIF!JLD, SEE: LEGEND FOR TYF'E. MANIPOl.D-TO-ELBOW CONNECTION (TYP). A!RNA.CU\.!~IREl_!EFLATERAL, B_LANK POLY TUSING CENTERED ON MOUND ORBERM, AIRNACUI.JM f\El-1.EcF.VALVE PLUMBED TO !ii),NK POLY TUBINGATEACH HIGHPOINT. f BERM (TYPi PLAN VIEW J>Gf4~ ~~~1•1 ;::::;::-~~d-• 0 ~ SECTION A-A VIEW NOTES· 7. BOGE OF PLANTER. PER!ME.TER LATERALS 4" TO 6" FROM EDGE. 9. DRIPLINE TEE. 10. t2'' POP·l,JP COMBINATION DRIP S'(STeM INDICATOR/MANUAL FLUSH VALVE, PLlJM8ED TD FLUSH MANIFOLD AT END OF DRIP ZONE LOW POINT, ~EE LEGEND FOR,TYPE 11. PVC Ptf'E FLUSH MANiFOLb, SEE LEGEND FOR TY PE. IZ. DRiPLINE LATERAL 13. FINISHED GRAD~. fa,. INSTALL COMBINATION DRIP SYSTEM INDICNOR I MANUAL FU)S,~ VALVE PER OETAILAI' THE END OF EACH TUBING SECTION PER PLAN. g, ~~li~~~/~:c7;~~i;~;l~~~~t:~-fJJ~I~ tI1~~A.HL:~~,:~ ~~~i~rJ1~~is~~gg~:~i:L~N. D. THE TOTAL LENGTH OF ALL INTERCONNECTtD DRIP LINE SHALL NOT EXCEED THE MAX RUN LE~IGTH. @ DRIPLINE LAYOUT (TYP) NOTTO SCALE 6 g ' SECTICNV!EW -..., ·· © ~ LEGEND.: 1. BARK MULCH FOR SHRUB AREA PL;\NT!NG, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2. FINISHED GRADE; 3. AMENDED .SOIL. 4, DRIP TUBll,G • SEE LEGEND FOR TYPE. 5. DRIPLINE B.ARB INSERT_FlTT"iGS • SEE .EGEND FOR TYPE. S BLANK POLY TUBING· LENGTH AS REOUIRE.D. ?, DRIP TUBING MALE ADAPTER. $, P\/CLAT.ERAL LINE PIPING INLET OR EXHAUST MANIFOLD. 9. SCH 40 PVC TEE SiS~T. llNE SIZE BY Yt 10. 9" WIRE.ST AKES FIVE (o) FEET ON CEIJT;R. ® DRIPLINE CONNECTION NOTTO SCALE 1. PVC PIPE LATERAL LINE FROM DRIP ZONE VALVE K!T. 2'. PVC PIPE SUPPLY MANIFO.LD. SEE PLAN FOR SIZE. I 3. I SCH 40 PVC tEE8:<SxT OR Ell., LINE SIZE SY Y/'. . I I I I @ DRIPLINE LAYOUT (TYP) ®'Ci!1 ©7 ,d;;INJ;-~;~-}~\ ci::\~:::ltJ'==:f'.", Lr~ I I I I I w •,k 'V ,!,, ,l/ .:k. L_ ~~ -·-~--~-p~,., z~===~?Tz ,,~~' 12" DRIP MANIFOLC> BURIAL DEPTH rill @ DRIPLINE LAYOUT (TYP) 4. DRIPUNE FiTTING MALE ADAPTER TRANSITIONTO DRIP TVSINO, 5 IN-UNE DRIP TUBIHG WITH EMITTERS 12TNCH ON CENTER, MAXIMUM ROW.SPACING 14"016'· ON CENTER FOR_SHRU8 AREAS ANO 10"·12" FORTURF-SE'E LEGEND FORTYP~. EMiTTERsi TO BE TRIANGULAR SPACING. INSTALL WiTH9"GAL\/A~ll2ED$TEEL WIRE STAl<'.ES FIVE' (5) Fi;ET ON CENTER 6. PVC PIPE FLUSH EXHAUST MANIFOLD. 7. OOMSINATIOH FLUSHVAl'iE /DRIP IHDICATOR POP01;!P HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW /END 0~ DRIP ZONE, T?P, INSTALL "ORAN(;E1' O_OLOR FOR DOMESTIC WATER AND "P\!RPL8" FOR RE:CYCLED WAT.ER ,SEE"LEGENO FOR TYPE. 8, CONN.EQTIQN FROM SUPPLY MANIFOLD TQ DRIPUNE (TYPICAL)· SE!E INSE!T "/<' PLANTBR_AREA PERIMETER. PERIMETER DRIPLiNE PIPE TO BE INSTAU.ED 4"06:' FROM PERIMETER OF PLANTER AREA, AND MINIMIJM 12" CLEARl'JiCE FROM BUJLDING 11. BARB X FEMALe FITTING (TYPICAL) , S.EE LEGEND FOR TYPE. IH;,TALl ST.~INLE$$ $TEEL CLAMPS ON FITTINGS FORA~JY SYSTEM THAT EXCEEDS 50 PSI. 12. ¾" PVC THREADED NIPPLE, LENGTH AS REQUIR.ED. 13. AIR/VACUUM RELIEF VALVE (PLUMBED AT.EACH HIGH PO!HTOF EACrl LATERAL LEG. CENTERED ON MOUND OR BERM) {TYP) NOTTO SCALE LEGEND; 1. PVC PIPS LATERAL LINE PROM DRIP ZONE VALVE KIT. 2. PI/C p'fPt;; SUPPLY HEADER -SEE PLAH FO_R SIZE 3. SCH 40 P\/C,TEESxSxT OR i;;LL, UNE-SIZE. 4, ORIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5, IN-!.INE DRIP TUBING WITH TR.IANGULAR SPAC.IMG EM1n·ERS 12 IHCH ON CENTER, ROW SPACING 14-16 INCHES ON CENTER FOR SHRUB AREAS AND 12 INCHES MAXIMUM _FGRTURF AREAS.• SEE LEGEND FOR TYPE. INSTALL WITH 9" GALVANIZED STEEL WIRE STAKES FIVE (SJ FEET OM CENTER. 6, PVC PIPS FLUSH EXHAUST MM!!FbLD. COMB!HAT!ON FLUSH VALVE! DRIP ll✓OICATOR POP,IJP HEAD; PLUMBED TO. EXHAUST HEADER PVC.PIPE AT LOW I END OF DRIP ZONE, TYP. li1STALL "ORAMGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED WATER -SEE LEGEMD FOR TYPE;, 8. BARB X .BARB lblS.E.RT TEE OR CROSS. TYP 9. PLANTER AREA PERIMETER. 1.0. PERlfylETE/<DRIPLINEPIPE TO BE INSTALLED 4"-6" FROM PERIME"fER OF PLANTER AREA, MINIM UM 12" DISTANCE FROM BIJILDJNG. 11. PVCp!PE SCH 40 RISER, lENGTH AS REQUIRED. 12. AIR/VACUUM RELIEF VALVE (PLUMBE'D AT EACHHIOH POINT OF EACH U\TERAL LEG CENT5:RED ON MOUND OR BERM) (TYP) NOTTO SCALE 184! !E5,AR(tt UR 5Ullt2□o 1 2. F!NISHED GRADE. 3, AMENDED SOIL BRING SOIL LEVEL MINIM\Jfv13" BELOW FINISHED GRADE PR!OR TO DR!P TUSING INSTALLATION. 4, IN•LINE DRlP TUBING· SEE LEGEND FOR TYPE., EMITTER AND ROW SPACING. 5" AMENDED SOIL AS PER LANDSCAPE DRAWINGS. 6. 9" WIRE STAKES FIVE (5) FEET ON CENTER. 7, HARDSCAPE /CURB I PAVING. NOTE'S. _ _ . _ A. ro_ fN-$URE EVEN PARALLEL AND-LEVEL TUB_JNG.RU·NS.JT_ IS RECOMMENDED TtlAI' fHS_SO_ll,. LEI/EUN THE' f\ANTE_R A_Rt;)\S 8E l;!-RQ_UGHT TO Ml_NJMUM 3"" 4" B:EbOWF!NfSHSD.G!{f10E AND PROPERLY COMPACTED AS'PER T'·IE. L-A.NOSOAPED DRA\i>-!INOS PRIOR TO THE INSTj\_ll.ATl_ot-1 Op TH~ TUB!NG. _ _ . B. !i'-SJALL TUWNG RO\f\''S-A IV!AXlMUM 1d~ ROW SPAClN-0. $E:GL!Rt; TO ORA.Qt; _IJ$1HG.Et GALVANIZED \MRE HOOP Sf/\-KE.E:'iAT MAXIMUM 4 FEET ON CEhlTEH SPACI_NG'. C, a~,GV..FLL flNAL z·. 3-'' OP SOll~AFTt:R IN:JTALLAT[ON OF T\.J8lNG, D, D':;IP TUBJNG'SHALL SE HstsrnLLED WTH_EMITTERS TRIANOULA_RSPt\G_EO. E a,·:rrAl.:LPER[METER TUPiNG.f'i1,!1:XJMUM"6~ Ff.!OM. PERfME.TER EDGE: F'OR GROUNOCOVEF{ AREAS OR /.-.i flRST UNS: (j;:" Sr1RU83. F'-, lt>S1'ALL PARALLEL TO SLOPE; AT-'Al-1.. T~MF-S, G, CD~ri'RACTQR ·sH~\LLJ)[;TERMi'r-JE MINl~iU1\'l ROif!/ S?AC(NG fN THE FUSCO AFTEg HEVtENV OF PLANT SPACING FOR i;;:.\{;H Pi).NTl;R H, 1:\Gl-1 ANO EVERY SHRUG SHALL _RECEIY~ WATEE{ FROM t-\MlNIM_IJM ClFTtf/C)_ lNLln~ EM! fT6RS, J. A~Et~s 0FrtGHTi.:f·S.PACE_O_GRCJUNPC0\JER '\'',~LL REQUJ~.s. )2~ OR _(;LOSER ROW_SfACfNG. J H)ii. ANY '$lNGLE' OR' DOUBLE' Ro1.ivTYPE PLANTINGS, l~JS-rALL DRlP TUSIHG ON BOTW3JOES Of 1ME. SHRUB_ R)WTO JRH1GAIE SH"R:t.m:s ·QN Elrflt:R SIOE, K DJS.TO $OIL $rH,t'\Jfi, [))FFERENCf.S AND POSSiSLE COMPN,..:rtml cqNTRACTOR _SKAU.:_·flEL-D VERti::YPRIOR TO sr}\ffflNG 11\'0RK AND BEFORE BACKFlU.l(·-10 nwr THE flN/"-L LAYOUT AND HOW SPACJNG 1h\L,.L PROV!DE AJE.QU,\TE W,qi,TER TO'ALLPLA.NTS. @ DRIPLINE LAYOUT (TYP) NOTTO SCALE ., ~=' ............ ~lmj ly\ .iti=~(!==i"1'w"pj)±d!1 ~ "-~"" ' "'-:. 4" -6'.--"J ·- @-' 1 LEGEM_D: 1. PVC PIPE LATERAL LINE FROM DRIP ZONEKiT 2, PVC PIPE LATERAL LINE SUPPLY MANIFOLD, 3. PVC PiPE INLET HEADER. 4, SCH 40 PVC 1EE SXSXT, LINE SIZE; BY½". 5, DRIPLINE FITTING MALE ADAPTER TR1\NSlrtoM TO DRIP TIJ□ING, IJ. IM•LINE D.RiP TUSING WITH EMiTTERS 12 INCH ON CE.NT ER, MAXIMUM ROW SPACING 12"-14" ON CEtlTER IN SHRUB AREAS AND 10"<12" IN TURF· SEE LEGEND FOR TYPE, 7, TE;O: MALE ,C.DI\PTER @a. . PVC PIPE FLl!SH EXHAUST MANIFOLD. 9. COIASINATIOH FLUSH VALVE/ DRIP IND!CAl"OR POP-UP HEAD, PLUMBED 't'O EXHAUST HEADER PVC PIPE ;\T LOW/END OF DRIP Z.ONE, TYP. INSTALL ''ORA.NOE" COLOR FOR.DOMESTIC WATER AclD "PURPLE" FOR RECYCLED WATER· SEE LEGEND FOR TYPE, 10. PLANTER AREA PERIMETER 11. PERIMEJERORIPUNE LATERALS 18'' FROM EDGE'. REFER TO PIPE INSTALLATION DETAIL FOR DEPTH, SEE.·PLAN FOR S1ZE. NOTES: A INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH 12. PERIMETER DRiPUNc: PIPE TO se INSTAl.l.ED 4''·6'' FROM PtRIMETER .OFPLANTER AREA, MINIMUM 12'' DISTAHCE FROM BUILDING. l,. INSl"Al.l. PVC LATERAL LINE WITHIN .SLEEVES 8ETWEEN All. PLANTERS -SEE Li:cOEND FOR TYPE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. MANIJFACT!URERS SPECIFICATIOMS. B. DRIP EMITTER LA YOUTSHALL BE TRIANGULAR SP/\CEb lNSTALtE;:D VVITH 9>· WIRE STAKES FII/E (5) FEET ON CENTER. 14. Alfl/VACUlJM RELIEFVAl.VE (PLUMBED AT EAGHHIGH POINT_ OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYPJ @ DRIPLIKIE LAYOUT (TYP) NOT TO SCALE "AS-BUILT" RLAfl---EXP, ____ _ DATE' REVIEWED BY: INSPECTOR DATE IRVl»f · CA9761! 1-1933/;[323 IIDG!lUQM o" Tl' -riirnil~ DESIGNER Of WORK REVISION DESCRIPTION DA 'ft IN I Tl At Ofd!Jl APPROVAL CITY APPROVAL DRWN BY; CHKD BY: 1 0 5 SECTION VIEW 1. ROAD PAVING. 2. UtiDISTURBED SOIL 3. SAND BAC~J'ILL. 4, SLE&'VES UNDER ROAD$: 6" OR LESS IN O!ArvtETER-3Ef COVER SCHEDULE 60 PVC, 5, SLEEVES UNDER ROADS: GREAJEH THAN a~ IN DIAMETER-48" COVER SCHEDULE ao PVC, 6. PVC SCH, 40 WIRE SLEEVE, 7, SLEE;VES UNDERPAYING (NQri,ROAPSJ: B" OR GREATER IN DIAMETER, 36" COVER SCHEDULE 40 PVC NOTES: 3. SLE;EVES UNDER PAVING (NON-ROADS): 3" • 5-1/2" IN PiAMETER • 24' COVER SCHEDULE 40 PVC 9, SLEEVES UNDER PAVING (NON·ROADSJ; LESS THAN 3" iN DIAMETtR, 18" GOVER SCHEDIJLE 40 PVC ·10. 12" CLEAN COMPACTED BACKFILL. 11. HARDSCAPE I PAVING (NON,ROAO), 12, (2) TWO J" MINIMUM WIDTH, "PURPLE" RECYCLED WATER, DETECTIBLE METALLIC MARKING TAFES CONTINUOUS ALONG MA:NLINE ROUTING. ONE SH.~LL BE LOCATED IMMEDIATELY ON TOP OF MAINLINEATTACHEO EVERY 5' AND mJE TAPE LOCATED 12" ABOVE MAINLINE A. SLEEVES SHALL BE TWICE THE DIAMETER OFTHE PIPE OR WIREBUNOLE CARRIED. C. SLEEVE LOCATIONS SHALL BE MARKED AT EACH EIJD AT THE TlfiE OF INSTALLATION WITH A F'AINTEI) SPOT ON Ti-IE BACKF'ACE OF THE CURS OR OTHER SIMILAR MARKING. 0. EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS Vv!Tli DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO ElACKFILL, E. FOR RECYCLED WATER USE, INSTALL {PIJRPLE) "RECYCLEO WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" @)-,-";:t=;:'=J @·--- ~. ---@) ~--,.ir-rh--~ ------1.1 SECTtCN .YI§.\"£ ----@ 1N1,TALL XCZ-PRB .. 1 QO,CQM, 1" VALVE ASSEillBLY FOROEMANDS (1 • 14) GPM, INSTALL XCZ-PREM50,COM, 1.1/2" VALIE ASSEMBLY FDR DEMANDS .(15 -.35j GPM. LEGEND• 1, CONTROL WiRE CONNE.CTICNS, PRE•FILLED.WITH WATl::R PROOF INSULATING GEL SEALANT· PROVIDE 24" QCIL OF WIRE AT VALVE. 2, REMOTE CONTROL VALVE WITH.(Pi.JRPLEJ !+NOLE, SEE LEGEND FQR TYPE. 3 BASKET FILTER: 4. PVC $CH 40 MALE ADAPTER. (2 REQ. FOR 1"✓AL\/E) (4 REO, FOR l·l/2'' VALVE) $. PVC SCH 80 lJNION.(1 REQ .FOR 1" VALVE) (, R.EO. FOR 1-112" VALVE) 6·. PVC SCH80 NIPPLE· LENGTH A$ REQUIRED TYPICAL. 7, (PURPLE) "REQYCLED WATER" PLASTIC RECrANGULAR VALVE BQXWiTH LOCKiNc, COVER, use STAINLESS BOLT, Nt/T,AND WASHER. HEATSRANb "RCV" & C◊NTROLlcR STATION NUMB.ER ONTOUD, a. FINISHED: GRADE· S,ET TOP OF VALVE BDXJ\"A80'/E GRADE IN TURF AREAS AND.Z' ABOVE GRADE IN SHRUB I GROUND COVER, AREAS, 9, (PURPLE) "RECYCLED WATER" PVC LATERAL UNE TO □RIP :,YSTEM, 10. ~IOMINAl SJZE SOLID BRICK, 4 REQUIRED. CNE AT EACH CORNER OF VALVE SOX, 11. 112'' ROUND WASHED PEA GRAVEL -fAINIMUM 4" DEPTH, 12. LANDSCAPE FABRIC, 13. PVC SCH 60NIPPLE (;" LENGTH, HIOOEN)AtD PVC SCH 4.0 ELL. 14. (PURPLE) "RECYCLED WATER'' PVC ~1AINLJN:-DEPTH PER SPECIFICATIONS, 15. PVC SCH eo NIPPLE (LENGTH$ RECUIRl;OJ 1B. PVC SCH ao ELL. 17, CHRISTY'S RECYCLED WATE.R WARNING TAG AND VAL VE STATION# tb, TAGATTACHED ·ro NOYesYE BONNET BOLT. A USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF \11,LVE, B. USE SCH 40 P\IQ FITTINGS. ON NON•PRE;Ss.iRi;i SIOE OF:YAL.VE C, SET TOP OF VALVE BOX½"ASOVE FINISHED GRAOE IN TURF AR!!ASANO 1-11:? ABOVE FINISHED GR/I.OE IN GROUNOCOVERANO SHRUBARl'cAS, D, USE TEFLON TAPE ON At.l THREADED F!TllNGS, TYPICAL E. INSTALi. 45 OEGREE ELL$ /\S REOU!RED TO ACHIEVE PROPER VALVE INO::TALLATION ABOVE lATERAL LINE DEPTH. SECTION VIEW .NOTE: LEGEND: 1. PALM TREE, 2. THEE R00Tf!ALL, 3. IRRIGATION POP-UP HEAD WITH BUB!lLEH NOZZlE -HE;E LEGEND FOR TYPE. PLAC<i SIJSS.LER HEADS WITHIN THEE.WELL, 4, FINISHED GRADE. 5. SCH ao PVC THREADED RISER· LENGTH AS RECU.IREO. 6, PVC LATERAL, PER F!LAN. 7. PR~•AS~EMSLEO TRIPLE SWING JOINT: HUNTER SJ SERIES (OR APPROVED EQUAL), .8. PVC SCH 40 TEE ,S.STOR ELL -ST ON PVC LATERAL. PLAN Vll'W A PLAGE.8U88LER-S AT EDGE OF ROOTBA.LL OM OPPOSITE SIPES OF TREE. ADJUST PER ROOTSALL SIZE, TYPICAL 8. FOUR (4ffl_OOD BUBBLER$ REQUIRED PER PALr.1 TREE, C, PLACE POP,UP.SUBSLERS ON OPPOSITE l,IQE OF TREE, LOCATED WITHIN TREE WELL. D USE TEFLON TAPE ON ALL THREADED FITTING$. TYPICAL 0 SECTION VIEW 1. POP-UPSPRAY HEAb WITH (PURPLE) ''RECYCLED WATER" CAP • SEE LEGEND FOR TYPE. 2, FINISH GRADE. INSTALL .HE/'ID ½" ABOVE GRADE Ir! TIJRF AREAS ANO 1" ABOVE GRADE IH SHRUB AREAS. 3. APPROVED BACKFILL, 4 MAN!JFACTUREO sw1rio JOINT· HUNTER MODELJISJ-512 OR R.AIN SIHD MODEL #SA,125050 112" SWING JOINT J\SSEMBL Y, 5, S.CH40PVC TEE•SXSXT OR ELL-SxT, (PURPLE) Pvr LATERAL LINE PIPE, WITH WORDS "RECYCLED WATER-DO NOT DRINK"· SEE L6GEHD FOR TYPE, SEE PLANS fQR SIZE. A. .INSTALLATION TO BE COMPLETED IN ACCORDA~ICE WITH MANUFACTUREP:S SPECIFICATIONS G·. JNSiALL SPRINKLER HE/IDS 24" FROM ANY NON-PERMEABLE SURrACE, C. INST.'\LL SPRINKLER HEADS MINIMUM 12" FROM ALL 81JILPINGS AND WALLS. D. INSTALL SPRINK.LER HEADS PLU.MB, E. ADJUST SPRAY QR NOZZ\.E $TREAM TO COVER LANDSCAPE AREA W!THOUT OYERSPRAY OtffO PAVING, FENCES; 1f/A!,LS OR. BUILDING$. F. USE.TEFLON TAPE GN TIIREADED FITf'INGS; TYPICAL. (NC LIQUID TEFLON) G, DO Nor SCALE DRl':WiNCS. cl. DO NOT USE SIDE JNLET. SLEEVE INSTALLATION NOTTOSCALE @ DRIP REMOTE CONTROL VALVE NOTIOSCALE ® PALM TREE BUBBLER NOTTOSCALE CD POP-UP SPRINKLER NOTTO SCALE SECTION VIEW-NOT TO SCALE N01E$: JJ3GEND: L FINISH GRADE. ,3'.' WIDE, PURPLE RECYCLE[) WATER, OETECTIBLE METALLIC MARKING TAPES. 3. "PURPLE" RECYCLED WATEH PVC PIPE NON.0PRES$URE I.A TERAL LINE PIPE FHOM IRHIGAliON HEAD TO IRRIOATiON HEAD. WHENEVER THE LIN!:S CROSS THE POTASLE PIPE, NO SLEEVE IS REQUIRED., 4. "PURPLE" HECYCLED WATER PVC PIPE PRESSURE MAINLINE. 5. CONTHOLWiRES. TAPE ANO BUNDLE TO MAINLINE@ 10' 0.0. 6. POTABLE WATEH LINE, "PURPLE" RECYCLED WATER PVC .PIPF. PRESSURE MAINLINE PLACED WITHIN SLEEVE . CONTROL WIRES PLACED WITHIN SLEEVE FOR PAVING ANO HAROSCAPE: t:ROSS!NGS, A. WliERE POTABLE LINES AND CONSTANT PRESSURE HECYCLED WATER LINES CROSS. THE RECYCLED LINES SHALL BE INSTALLED il·l A CLASS 200 PURPLE COLfJRED P'</C SLEEI/E, PVG SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE l.lNE FORATOTAL OF 20 FEET, B, 11,STAl.LATION OF RECYCLED WATER IRRIGATION MAleJUl,E 24" FROM FACE OF SJDEWALI< WILL PHOV!DE THE NECESSARY 1 o· HORIZONTAL CLEARANCE FR.QM POTABLE MAINLINE !N $TREEr, C, VEHTIQAL CLEARANCE OF 12" MINIMUM IS MANDATORY WrlEN CROSSING PATH OF POTABLE WATER LINE. o. ALL RECYCLED WATER iRRIGATIOt, PIPE Ar~U SLEEV~S SHALL BE.PURPLE ,\NOLASELE!J AS SPECtF!EO. E. iF POTABLE WATER LINE HAS LESS THAN (36") CO\/~R, RECYC\.EO WATER LINE MUST CROSS BELOW POTABLE WATER LINE; REFER 'TO THE WATER AGENCIE.$' STAeiOARDS DESIGN GUIDE FOR PIPE SEPARATION REQ!JiREMENTS, NOTTO SCALE RECYCLED/ POTABLE PIPE CROSSING §ECTIQ•i VIE\1\/ DtMENS!ON LESS THAN 3" IN DI/METER 3'', 5-·112" IN DIAMETER LEGEND: 6" OR GREATER iN DIAMETER 1. F.INiSHED GRADE, 2. CLE'AN QOMPACTl"P BACKFILL i. lJNDISTURSED SOIL. A 8 ,. 12n 18" 12·· .24" ,~-~. 12" 36" 4. LATERAL LINE "PURPLE;'' RO:CYCLEO WA'ER PVC PIPE -SEE LEGENO FOR T'(PE, SEE .PLANS FOR SIZE. 5. MAINLINE "PURPLE" RECYCLED WATER PVC PIPE· SEELEGE~ID FOR TYPE., SEE PLANS FDR SIZE. 6, CONTR.OL.WIRES, TAPE AND BUNDLE TQ MAINLIN.E@ 1Q' O,C. 7, TWO 3" WIDE, (PURPLE) ·'RECYCLED V✓ArER\ DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINUNE ROUTiN3. ONE SHALL BE LOCATED iMMED.IATELY ON TOP OF MAINLINE AND O~lE 12" ABOVE 1HE TOP OF MAINLINE. . tlQTES: A, LINES MU'3THAVE MINIMUM CLEARANCE DF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. 8. HUN WIRING UNDER MAINLlt,E. TAPE A~D BUNDLE@ 10' 0.C. C. TIE A 24" WIRE LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. GDNTRACTOR fy1USTADJUSt MAINUNEAROUND ALL STREET LIGHT LOCAJICNS. 12. FOR RECYCLED WATER USE, INSTALL (?URPLE)"RECYOLED \NAT8R" PVC PIPE' WITH WORDS "RECYCLED WATER-DO NOT DRINK" PIPE INSTALLATION NOTTO SCALE 1,slTiv~( !R@ lf',ll,"',,--\lf---{1Q 8 SECTIOf! VIEW lic:GEND:. 1. PVC LATERAL LINE PIPE, SEE LEGEND FOR TYP~ · DEPTH PER SPE.CifjCATiONS. 2, PVC $CH 4(), 45 DE.GRl~c ELL· TYP. (ZX). :J, '1/2" ROl/ND WASHED PEA GRAVEiL-MINIMUM 4" DEPTH WITH 2'' VALVE CLEAi""NCE;. 4. !.lOMINAL SIZE SQLIDBRICK (4 REQUIRED -ONE Af EACH CORNEROF VALVE BDX), 5; L~N[)SGAPE. FAElR/.G, 6: PVC MAINLINE. SEE t:8QENO FGR TYPE, DEPTH PER SPECIFICATICNS. :?, PVC SCH eo TEE QH ELL ON MAINLINE C)fi MN,IFOLD. B, SEE SPECIFICATIONS ANDTRE~ICHING DETAIL FOR MAINLINE DEPTH, ~-SG/.i 80 PVC NIPPLE· LENGTH AS REQUIRED. 0 REQUIRED) 1Q, SCH 60PVC THREf,DED ELL. , 11. FINISfJED QRl'DE SET l'OP OF VALVE BOX ½"ABOVEFINlSHED GRADE IN TURF AREAS,!\Nb H/2" IN SHRUB/ ORO UNO CQVER .AREAS, 12, (PURPLE) ''RECYCLED WATEF<'' PLASTIC LABEL TO .REA!J "RECYCLED WATER-DO NOT DRINK" IN ENGl.!SH AND SPANISH AND VALVE# 1.D.JAG ATTAQHEO WITH NYLON TIES, i';1, F-iy\STIC RECJANG_ULAR-VAL\jii BQ){W!f'H LOcK1NG cO\f.ER, us,E STAJNLESS BOLT, NUT,. AND WASHER HEAT BR,A!,jD •RCV" f, CON [ROLLER STATiDN NUMBER ONJO LID. )4, CCl>/TROL WIREOONN.ECJIONS; PRE,flLLEOit\nTH WATEf( PROOF. IN$ULr,TiNG GEL SEALANT, SEE L_E.GEND FOR TYPE. PROY,!DE MINIMUM 24" WIRE EXPANSION COILS AT VA!~VE 15. $CH 80' PVC FEM.Alt: APi\P·f_ER." "16 PVC SCH.80 UNION !VALVE SIZE) 1/~TH REOUGIN<-, BUSH IF 1,EOUIRED, i.7. REMOTE GONTROL VALVE. SEE LEGEND FOR TYPE, tB. $Ori SQ PVC· RISER~ LENGTH AS RE9"l)IREO, 19 PRES9UREREGULATOR, WSPECIFIED, 2Ct SCH 80PVG BALL VALVE, UNE SIZE. ~iOTES: A. USE SCH80 PVOFiTTINGS ON UPSTREAM PRESSUHE SIDE OF VALVE. a. USE SCH 40 PVCFITTINGS ON r,oN-PRESSVRE SIPE OF VALVE. C, SET TOP CF VALVE BOX)'," A80VE FINISHED GPAOE IN TURfAREAS AND .i•112"A8Q\/8 P!NISHEO GRAUE .IN GRDUNPCOVEH AND SHRlJS /\REAS. D. SET·_vAl_l/E. BQXAND VALVE !\SS_EMBLY IN GR,OUNQCQVE;R/ SHRUB AREAS·WHERE PQS3JBLE. lf!STALL.IN TURF ONLY IF THERe IS NO ADJA¢ENT GROUNOCOVER. E. USE TSFLON TAPE Ofi ALL THREADED FITTING\), TYPICAL F, tNS1AlL45 D2GREE ELLS AS REQUIRED T.OACHIE:VE. PROPER VALVE INSTALLI\T!r)NABOVE LATER,!\L Uf!E DEPTH, . , REMOTE CONTROL VALVE NOTTO SCALE "·II mEARCH DR ,um 100 1 NOrE: :SFf' AT EDGE:op _,_ fWOTBAU: fi':f AT !;!)GI:; CW RO{Yf8ALL j ·CD· SECTION VIEW 1. rREE TRUNK 2 TREE ROOTBALL. 3, IRHIGATION POP,UP HEAD Wl:H BUBBLER NOZZLE· SEE LEGEND FOR TYPE, 4, FINISHEDGRADE, 5_ Z' I AYER OP MUI.CH, PER PLAN r!NGPLANS, 6, IRRIGATION POP .. LJP HEAD -SEE LEGENO FOR TYPE, 7. SCH 80PVC THREADED RISER· LEflGTH AS REQUIRED. e. P\/C LATERAL, PER PLAN_ 9. Pl<.E-ASSEMBLED TRIPLE SWING JOINT: HUNTER SJ SERIES (OR APPROVED tQUAL). LAY LENGTH TC BE 6" MINIMUM, SIZE AS PER ,. SPRll,IKLER OUTLET. ~ 10. SET ROOTSALI, ON UNDJSTIJRBED ©__../ NATIVE SOIL, 11. PVC SCH 40 TEE-SST OH ELL -ST ON PVC LATERAL 12, TREE PIT, PER PLANTING DETAILS. A [2) BUBE!l,ERS REOl)!RED FOR 24'1 BOX. TREES AM) SMALLER, ('.ij ElUBBLERS REQUIRED FOR 36"BOX TREES. (4) BUBBLERS REQUIRED FOR p;,LMS AND 48" BOX AMO LARGER TR<iES. B, PERCOLATION TEST JOBE DOME FOR DEt:P WATERll•iG, MJORESULTS RETURNED TO LANDSCAPEARCrilTECT. C. PLACE 8lJ88LERS AT ED.GE OF ROOTSALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROQTBALL SIZE, TYf'.ICAL Cl, USE TEFl.,ON TAPE Qr, ALL THREADEO FITTINGS, TYPICAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, Q) POP-UP TREE: BUBBLER NOTTO SCALE RLA/1--- REVIEWED SY: iNSPECTOR APPROVED: "AS-BUil T" DATE TE SHEETS, A\!25 I~\ ¼:8~-4fil: e,.(,...\j __ --t---+----1----1---1 1;:'P:::LA:::::N::::N:::IN::G==::-:::;-;========:::;;=:::O::A::T::E=~ IIVIH!' [A nirn Jt,U~J.1313 l\06El;.(O,~ J.---c-c~+.=.,..-+----------------=-t-::-=-t==-t-;;-:=-t·--1 OATE INITIAL DATE IN!T!AL DATE INlllAL DRWM BY. CHKD SY; RLA PROJECT NO, DRA ¥fl NG NC. SDP 16-25 499 7L 0£SJGN<R OF WORK REVISION DESCRIPTION (Hlil'R P.PPRO'/AL CITY APPROVAL RS CDP 16·48 · · ~ · 1 12" MINIMUM f,EQUIRED Vi':RTICAl SEPARATION :==:=i12" SEQIJON VIE:[{ ~--© 1,§Qfil~.Q. ~ 1. STREEf SURFACE 2. POTABLE SERVICE L!NE.. 3. RECYCLED WATER IRRIGATION MP.INLINE WITHIN SLEEVE. NOTE: ALL RECYCL2D WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AMO LAS El.ED AS SPECIFIED IN: "-STANDARD SPECIFJCATIONS FOR PRIVATE IRRIGATION SYSTEM.$ WATER OISTR ICT" RULES AND REGULATlO~lS FOR CONSTRUCTION OF RECLAIMED 'WATER MAINLINES OCTOBER 1993. NOTTO SCALE @) POTABLE MAINLINE CROSSING SECTION VIE\!\L LEOEND: 1. REMOVABLE QUICK COUPLER KEY AS$GMBLY GONNECT!ON. KEY Ml/ST CL.EAR VALVE BOX, AS SHOWN, 7. LANDSCAP2.FAB.RIG. 8. #4 REBAR, ~0" MINIMUM LENGTH. 9.. PVG M,\JNLINE , SEE LEGEND FOR 2. (PURPLEi ''RECYCLED WATER'' PlASTIC 1 O" ROUND VALVE BOX WITH LOCKIMG C:OVER, USE STAINLF.SS BOLT, NUT, AND 1/J..\SHER. HEATE!l,AND "OCV' ONJO LID MARKED FOR'"REO-YCLEb WATER", TYPE. 10. PVC SGH i.10 TEE OR ELL, 1 l. PVC l<IPPLE. r;" MINIMUM LENGTH 12. NOMINAL-SIZE soqo EfRl~}csiJPPORTS (;l MINIMUM REQUIRED -SPACED EQUALLY). $. FINISKEDCRADE. 4. PLASTIGlABEL ATTACHED WITH NYLON TIE. LABEL TO READ "REG'(CLED WATER-0.0 NOT DRINK" IN ENGLISH /\ND SPANISH, 13. PVC ELL· 2 REQUIRED. 14. PVC NIPPLE, ltNGlHAS RJ:Ql/lRED. 15, QUICK CQUPUNG VALVE WITH 5. STAIMLESS STEEL Cl.AMP • 2 REQUIRED. 6, 1/2" ROUND WASHED PE.A GRAVEL -MHJIMUM 4" DEPT.H. (PURPLE) RECYCLED W1\TERLOCKING CAP· SEE LEGEND FOR 'rYPE •. NOTES: ACiSE SCH. 80 P'IC.45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH 8, SET TOP OF VALVE BOX 1112" ABOVE FINIS.MED GRADE IN M<JLCH OR GROIJNDCOVER I SHRUB AREAS, SET½' ABOVE FIN.ISKEO GRADE IN TUR.F AREAS. G. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPiCAL D. QUICK COUPLER VALVES SHALL BE OF A TYPEAPPR.OVED FOR RECYC::LED WATER i.lSE. @ QUICK COUPLER VALVE NOTTO SCALE 4t' MIN, 10" MAX. 0 {- SECTION VIEW LEGEND: 1. (PUf,PLE) "RECYCLED 'NATER" PLASTIC RECTANGULAR VALVE aox l'nTH LOCKING C.OVER, USE STAlNLESG SOLT_,.['-lUTj AND VVASHER HEAT BRAND "BV" ONTO UO MARKED FOR ''RECYCLED WATER". 2 F'IMlSHED GRAOG 3, SCH 60 PVC NIPPLE.· LENGTH AS REQUIR~D. 1 .. SCH 80 PVC UNIQIJ. 5. SCH 80 PVC fEMAL.E AOAPTER(2 f{EQUIRED). 6. PVC MAINLINE (PURPLE) W!TH WORDS "HECYCLED WATER,00 NOT DRINK"· DEPlH PER SPECS. NOTES; 7, 112" ROUND WASHE:D Pc,/\ GRAVEL - M!Ni~AUM -4" DEPTH, e., NOMINAL SIZE $QUO BRIGi<. (.4 REQUIRED - ONE AT EACH CORNER OF VALVE aox). 9. LANDSCAPE FABRIC. 10. PVC BALLVALVl:-SEELEGENDFDR SPEGIF!CATIQN. 1 t PLASTIC 1,.1\BEL.ATTAGHED WITH NYLON TIE. LABEL TQ READ "REl~YCLEO WATER,OO NOT ORIN~." IN ENGLISH AND SPNIISH. A. SCH 80, 45 DEGREE ELBOW FITTIMGS, SHALL HE USED TO RAISE MAINLINE WITHIN 1~'' OF FINISHED GRADE. (FOUR HEQUIHED) B. SET TOP OF \/ALVEBO¼)'," ABOVE FINISHED GRAOEIN TURF AREAS MID 1,112" ABOVE FINISHED GRADE IN GROUNOCOVER ANO SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREAOE'O Fi!TINGS, TY!'IOAL. D, VALVE BOX TO BE INSTALLED AifTOALLOW FOR PROPER OPEP,ATIOH OF BALL VALVE. E. INSTALL•AT RIGHI' ANGLE TO HARDSCAPE EDGE -INSTALL VALVE CENTEREO IN HOK F. BG.LTDOWN VALVE BOX COVER WITH STAINLESSSrEEL BOLT ANO WASHER .. G. All. MAINLINE AMO VALVE Hrrnl<:lS SHt,LL BE SCHEOULEBO FITTINGS. y BALL VALVE NOTTO SCALE u LE:GENO CONTROLLER "N ZONE oONTR-Ot VAt.Vrf. MASTER VN..VE NLq.Jb-L.0050 UNE liECQDER SENEOR DECODSR EXISTiNG COt'fiR-0L V\11:RS fUCOR \'V1R8 rrwo~ 'N:iRE: P-Arn) DE.CCOER WIRES D NLC~3D WIRING SCHEMATIC ADDING VALVES TO E.XISTING WIRES i · · · N\lT TO SCALE NLC-3D,;.2,2 0~----- ®--- 3 D HJ' MINIMUM TO POl'AllLE MAINLINE IN STREET SECTION VIEW , NOT TO SCALE LEGEND: 1. METER BOX WITH METER. 3, CURS. 4. POT,'.8lE SERI/IC~ Ll~lE, S. RECYCLED WATER IRRIGATION MAlfJLINE VVIT,H $LE EVE. NOTE: ,. . . . . . . .. . . . __ i VcRTICAL c;LEAR!\NCE QF}21' MININ\UMIS 1'11/\N.DATOF,Y WHEN CROSSING PATH OF POTABLE WATERLINE. INSTALLATION OF REOYCLEDV'IATER IRRIGATION MP,INLINE24" FROM FACE OF $I02,YALK WILL PR(lVIPE THE NECESSARY 1 O' HOHIZ:ONTAL Cl,EAR/\NCE FROM POTASLE MAINLINE IN S'fREET. ' i,' 18" 36' EX!SITNG CONTROLLERASSEMSL'/ ,,,,--RAIN PROOF / UL L!STEQ I NEMA ,,.--EXISTINGOONfOLLER ~ POWER SWITCH I GFI RECEPTACLE ,,.--NETAFIM NLC-WHYB~JD NLC ,30 06 &It. NlC, 30 ,. 24 STA. .SEE LEGE NO FOR SIZE /\ND TYPE. __..-TI:RMINAL BOARD A. P,ll Q.ROUNOINC REQUIRGME~ITS POR CONTRO.LER ASSEMBLIES SHALL GQNFORM TO LOCAL ELECTRICAL CODES. 8, MUST CHECK INTEGRITY OF TRANSMISSiONWIRE, C. liLC-3 DLP 050 !ORANGE) DECOOEHTO BE USED WITH NLC-3D. NLC~3D WITH EXISTING CONTROLLER IN ENCLOSURE NOT TO SCAU: DETAIL -NLC-$0-lL5 .NOTES: "CHALL~NGE: LEGEND ~ <'.6NTftbUrn ,W 'V'.IA'fEJ'.:M!e';~t BLOG#l li] Dl::CODER iNTf:'.HFAC<:: BOARO- lQj unr: oscot.,tR ~ SEN6QR OECOP6l' _@ \"Lr)W M~'rEt. LJ .::::, I C ·---· ·~· 0-= NNW.1 we _,_____ CQM~ON 1NIRE \#H:11· ,W;-ffff> 1'£PlC:"AtJ ~---...,........, crn.!.J.rnl 'Wl~f. {Jt-H! l m:11-fY('1CA'..,) -• • -T\,.!CG!i"\MR[;{l;H4.t2TYPK'AL) -=:lCJU;NOiO OR BEN$.G"1 Wll1f;:'3 INSTALL N,EW VALVE$ IN AREA WITHOlJTRUNoilNG WIRES EAc,: TO CONTROLLER. SOLUTION: IN$TALLPE.CODEiR IHTl=.RFACE'BOARDAT EXISTING CONTROLLER. USING DECODERS, THE COMMON AND EXISTING C:ONTROL 1/A~VE WIRES. CREATE ATWO,WIRE PATH FOR NEW VALVES (SHOWN ABOVE VALVE A-4 IS NOW CONNECTED ro THETWO-VIIRE PATH THROUGH A DECODER.} Q 11-----{2 1.i,,..~-..-.--{ 3 1. LOVV VOLTAGE V\flRES ~-SES· LEGEND FOR SIZE AND TYPE, 2. POLY TUBEPRE-FILL80 Wl'fK 1AAT~RPROOF G&.:L-.SEE LEGEND FOR TYPE. :3. WlRE CONNEQTOR~ AS r\PPROVEO. §.[~QTION VIEW NOTE'3; A. WIRES SHALL BE PRE-STRIPPED OF/'.\" OF THE INSULATION. JOIN WIRES AND TWl$T TOGETHER PRIOR TO leJSTP.LLING CONHECTOR FOR PROPER cor,NECTION. TWIST CONNECTOR ONTO WIRES TO SEAT FIHML Y. B. ALL WIHE CONNECTION$ SHALL INCLUDE A 1AIRENUTCONNECTOR AND A POLY Tt)BE PRE-FILLED WITH WATERPROOF SEALING GEL. C. DIRE;CT BURY SPLICE KIT MODEL# SA W1 SHALL BE USED TO ELECTRICALLY CONNECT 2. #14 AND/OR ·1 -1118 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL# $1,102, ALI\RCER WIR'° CONNECTOR WIRE CONNECTION IW 1' NOT TO SCALE REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL IJSs ARl::AS ACCESOIBlE TO THE PUBLIC: SHALL BE POSTED WITH SIGNS (M[NIMUM"2 PER Mc·l E;R) THAT ARE VISIBLE TD THE PUBLIC. I _ _::"~;".::__-J---c,L I1:;:::+--'-INSTALL SIGN WITH VANDAi_ 2 'jfl" i.,. S" PROOF 3.18" STA1NLESS·STE-El JRRl(SACIQN GON 1, BOLTS AT/\ M!NIMUM OF TWO AGUA REC[Clf\J)A ~ LOCATIONS--LENGTH N:3 NOtATOM'"----:Pk-REQUIRED. USE i' DiAMETER \'VASHER TD PROTECT SIGN. SECTION VIEW. N.T.S A, SIGN MAT'L: ,063THKALUM(6063T·4) 8. S!GN FAGE.: WHITE REFLECTIVE SHEETING 3M DIAMOND GRADE OR APPROVED EQUAL (PERGAL!F.. D.O,T. MAT'LS SPECIFICATIONS) COLORS: -WHITE WILL BE USED FOR LETTERING ANO THE PICTOGRAM BACKGROUND. -PURPLE (EQUAL TO SPL 71. PERMANENT VIOLET 498) W!LL BE USE:0 FOR THE GENERAL BACKGROUND. ,EllACK WILL ElE USED FOR THE PICTOGRAM OUTLINE -RED WILL BE USED FOR THE "PROHIBIT" SYMBOL. C. SIGN POST INSTALLATION SHALL llE APPROVED BY THE WATER QUALITY TECHNICIAN, 0, LOCATION OF SIGNS SKALL BE APPROVED BY THE CITY ENGINEER. E, VANDAL PROOF HARDWARE SHALL BE USED ON ALL CONNECTIONS FOR THE 1---,----------+i---------N_o_T_To_· ._sc_A_LE_;----N-L_C ___ 3_D_. -_A_D_D_V_A_L_V_E_S_T_O_E_X_IS_T_I_N_G_. _W_l_R_E_S _____ ,/_Hf_. ~-ll'A_ft_M_ .. , ~,-.;:--R-Ec_v_c:L_E□_w_. A_TE_R_s_io_NA_.G_E. ______________ '"1!1 POTABLE SERVICE LINE CROSSING T NOT TQ SCALE NLC-30~2,1 R RECYCLED WATER SIGN io41 Rclt!IC!i Pit lijllU~O liVINE • CA 11618 947.l,7.llll RIOGHACOM 1 ~,--v--v-v~v-, RLA , MINOR CONSTRUCTION CHANGE f::::::::::C:::'.:::~:=::'.~'.:t:=C:::~~~C::::,,~"-',::::~~~c::::,~,::::~~C:::...-----+---1---1----+---~ ·-··DAiE" INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL l O'fllER APPROVAL OAT[ INITIAL CITY APPROVAL NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" EXP, ___ _ REVIEWED 8'/: INSPECTOR .I sHEET 11 c1T·Y·· .··. o. F .. c.·· ARLSBA□ 13 PLANNING DIV!Slml LANDSCAPE IMPROVF.MENT PLANS FOR: DATE DATE psHEETS . ,.,..20'25 LEGOLOAi'lD -WA.TER Pl\RK 1 LEGOLAND DRIVE PLA!<N.[NG I DR\\'f\/ SY· CHKD BY: RS RLA IRRIGATION OETAILS PROJECT ND. SDP 16c25 CDP i -48 1 PLANTING NOTES C. F. G. H. I J. L. N. o. P, Q. R. s. T. u. 1/. w. X. RiaFER TO PLANTIWil SPECIFICATIONS AND DETAILS FOR SOll. PR.c.PARATION, F!icRTILIZATl!JN, MULCHING AND OTHER PLANTING INFORMATION. NOTIFY THE OWN.ER'S AUTHORIZED REPRESENTATIVE AND THE:CITY INSPEiCTOR 48.H.Ql!RS PRlQR TQ COMMENCEMENT OF WORK TO COORDINATE PRO,JECT IHBPECTION SCHE D.ULES. VERIFY ALL EXIST!r!G CONDITIONS, DiMENSIONSAMD ELEVATION$ BEFORE PROCEEDING WITH THE WORK, NOTIFY LANDSCAPE ARCHITECT IMMEDIATEL'/ SHOULD FIELD CONDITIONS I/ARY FROM THOSE SHOWN ON PLAN, REPORT DISCREPANCIES l,J THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS C,lR IN,S'fRUCriON SHALL SE ISSUE[) PRIOR TO THE QOl'JTINUATION OF THIS WORK. AS$UME FULL RESPONSIBIUTY FOR ALL NECESSARY CORREGTIOl'ISOUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALI.. EXISTING UTH.ITIES WrlETHER SHOWN HEREON OR NOT ,'IND PR(,)TECT THEM FROM DAMAGE. NOTIFY THE.OWNER'S flEPHESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT.IN CONJUflCTION WITH DAMAGgD UT!LITIES. LOCATION OF N,LC. CONSTRUCTION ELEMENT$ SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROX!MATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION QF TMESE ITEMS INTERFERE WITH TH.E PROPER EXEQUT!ON OF WORK. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CQNFOF<MANCE Wlfrl PLANTING PLAN DESCRIPTIONS ANO SPECIFICATIOt.JS. ALL PLANT MATERl.,~L IS.SUBJECT TO REVIEW ANO APPROVAL PRiOR TO INSTAU,ATION PROVIDl,. PHOTOS OF REPRESE~JTA!WE EXAMPLES OF EACH TAGGED BLOCK TO LANGSCAPE ARCHITECT MINIMUM "21 DAYS BEFORE ANTICIPATED OELII/ERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES, LANDSCAPE ARCHITECT MAY OPT TO REVIEVV MATEPJAL AT OR.OWING NURSERY. MAT!'cRIAL OELIVERED TO THE SITE MA.Y ElE RE,IF:CTED BASED ON UNHEALTHY APPEARANCE OR e/ON-CONFORMANCE WITH SPECIFlCATrQIIISEI/EN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM, FINAL LOCATION OF ALL PLANT.MATERIALS SHALL BE SUBJECT TOTHE APPROVAL OF THE OWNER'S AUTHORIZED REPRicSENTATII/E. PLANTING QUANTITIES ARE GIVEN FOR CONl/liNIENCE ON~ Y. PLANT SYMBOLS AND SPECiFIEO SPACING SHALL TAKE PRECEDENCE. AT EDGES OF P!.P,NTiNC AREAS, THE CEMTER LINE OF THE LAST ROW OF SHR()BS MHJIQR GROUND COVtR SliALL BE LOCATED NO FARTHER FROM THE EDGE THAN OHE-HALF THE SPECIFIED ON CENTtR SPACING INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS QTHERW1SE INDICATED. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM, REMOI/E ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION !!PON PROVIDING SUPPORT PfcR PLAN. DURING THE LENGTH OF THE GUARAMTEE PERIOD, CONTRACTOR SHALL BE REBPONSIBLE FDR PROPER. STAKING AND/ORGUYINO OF TREES TO ENSl!RE STABILITY. MULCH ALL LAJ4DSCAPE AREAS fE)'.CLUDING TURP) HAI/ING. LESS THAN A 3:1 SLOPE WITH A 3" QEEP LAYER OF M,EDIUM GR.IND BARI, MULCH, PER SPECIFICATIONS, f,T THE CONCLUSION OF PLANTING OPEljATIONS, ANNUAL COLOR TO BE $ELECTED BY LANDSCAPE ARCHITECT ,~T TIME OF INSTALLATION, REQUEST RECOMMENOATION A MINIMIJM OF 48 HOUR3 IN ADVANCE OF NE.ED FOR DE!.JVERY. CGNTRACTORSHALL REPLACE Nil EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS, REPLACEMENT PLANT MATERIAL MUST BE Of MATCHING SPECIES, INSTALLED FROM TH2 FOLLOWING Mll•llMUM SIZE: 1 S-GAlLON TREE, 1-Gft,LLON $KRUS, FLATTED GROUNDGOVER Ai'JD SODDED TURF. INSTALlATIONS THAT ARE ADJACENT OPEN SPACE, fiATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY ROOENTS OR DEErl AND $HALL BE TREATED WITK AN f,PPROPRlATE REPELLENT fi'I;\ SPRAY ANOJOR TA8LET FORM. REPELLEX BY Gl',;OPOWER OR APPROVED EQUAL, TH.AT PROVIDES IMMEDIATE AND LONQ TERM PROTECTION, .SHALL BE USED, THE CONTRACTOR SHAI.L CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BE.GINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN RSVIEWTHE PROJECT IJTlllTY LOCATIONS AND REVISE PLANSACCORD!NGL Y TO FULLY SCREEN ALL UTILITIES FROM VIEW, ----·----------------------------~----------~ NOTE: ANY CHAN:.JES IN 81O-S\"IALELAYOUTIDESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITE;CT PRIOR TO ~1~g;J~~ii~~:¢E1i1~~7~~◊~i: ~itN"s SO Tl~AT THE ACCORQll\GLY TO INSLJRE DESIGN QUAL1n< CITY OF CARLSBAD NOTES • • FO? LANDSCAPE INSTALLATIONS. COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS RER 1,000 SQiJARE FEEi OF·PERMEABLE AREA SHALL BE NCORPORATEO TO ADEPTHOF sIx:1NCHES INTO THE SOil.SOiLS WITH GREATER THAN 6% ORGANIC MATTER INTHE TOP a INCHES Of SO!L ARE EXEMPT FROM ADDING COMPOST ANO TILLl~IG. PRIJR TO PLANTING OF ANY MATERIAL$, COMPACTED SOILS SHALL SE TRINSFORMED TO.A FRIABLE CONDITION. ON ENGINEERE;O $LOPES., ONLY AMENDED PLANTING HOLES NEED MEET THE.REQUIREMENT OF THIS SECTION. THE APPLICATION OF DRG,ANIC MULCH MATERIALS MADE FRQM REQ'{Cl..f:D OR 0 Q$T-GONSUMER MATERIALS. SHALL TAKE PR.E'CEDENCE 01/f.R iNCRGANIC MATERIALS UNLESS RECYCLED.OR PO$T-CONS.UMER ORGANIC PRPDUCTS ARE NOT LOCALLY AVAILABLE. Q 1.0 20 --, (·) ~ BAUHINIA X BLAK!;ANA I HONG KONG ORGHID TRl;(E; 8RACHYCHITON ACERll'OLIUS I Fl-~,ME TR~E CARYOTASPP. / FISH TAIL PALM CHORISIA SPECIOSA I FLOSS .SILK TREE CYATHEACOOPERI I AUSTRALIANTREE FERN (-·--\..\ FICUS BENGHALENSIS I '1! J INDIAN BANYAN ..'-,) >~""".'/ NOTE; " , Pr!QENIX RECLINA T,~ / SENEGAL DATE PALM \' iJ ""'""'"""'' SCHEFFLERA ARBCRICOLA / SCHEFFLER.A SPATr!qPIA CAMP,lll,llJLA TA i AFRICAN,TULW TREE SYAGRUS HYBRID I COCONUT PALM SYAGRUS ROMANZ'.;FFIANUM I QUEEN PALM .. E';Jf ♦ I PLANT LEGEND "SYMBOL TREFS 0 0 CALL OUT BOTANICAL NAMS ARCHONTOPHOeNIX CUNNINGHAM!ANA l'ARYOTA SPP, FICUS M. 'ORE~N GEM1 FICUS RUB!GINOSA PliOENIX OACTYUFEP.A 'MEDJOOL' . SYAGRUS HYBRID 'COCONUT QUEEN' GOMMONNAME KING PALM FISHTAIL PALM INDIAN LAUR!,L FI.G f<USTY LEAF FIG MEOJOOL DATE PALM COCONUT PALM S!ZE 36" BOX 12' BTH MIN. 36" BOX G'BTH MIN. 36" BOX 36" BOX 25' 8TH 36" BOX SPACING PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN Ql'Y. 6 4 1 5 10 WUCOL-8 lJETAIL MOD F MOO H MOO A,B MOD A,S LOW G MOD H SHRUBS ANO GHOUNOGOVERS 0 0 0 O','<l<>'l"Qll<l('C i,:,.cn:,01:n:1wu" O:<:llllll\!fJ.-~q<,' c,:,:,c,,p;, JJ IT<; Ll c; ;o.e,o;:,<1<1de!Qe:i· . .......-.-r,....-...... ..... ' . ' . ,_ .. ' ' ... . . " ...... . . . . . ' " .. " QIIICIIIIIIIIIIG 8AM BAMBUSA TEXTILIS WEAVE,l.'S i5 GAL. 48"0.C. B8. MOD cp,E TE.X BAMBOO 8Ul SlJLBINE STAKED.BlJLBINE 5GAL 24'' o.c. 38 LOW ·c,D,E FRU FRUTESCENS CAE CAESALPINIA MEXICAN alRD OF 1'5 GAL, so·•o.c. 16 LOW C,O,E Mf:X MEXICANA PARADISE CAN CANNATROPICANNA' CANNA LILY 5 GAL. 'TRO' 40" o.c. 78 MOO C,D,E CAR CAREX CALIFORNIA 1 GAL. 24"0.C. 1()6 LOW C,D,E PRA PRAE:Of!ACILLIS FIELD'SEDGS CAR CAREXPANSA SAND DUNE iGAL 24''0.C. 10~ MOD C,D,E PAN SEDGE CHA CHM1AEROPS MEDITERRANEAN 24"BOX PER 10 LOW C,D,E /.!UM HUMILIS FAN PALM PL.AN FES FESTUCA MAIRE! ATLAS FESCUE 1GA_L. 24"0,C, 153 LOW C,D,E MAI JUN J_UNCUS PAHZNS CALIFORNIA i GAi... 18"0.C. 30G LOW C,D,E PAT GRAY RUSH MUH MUHLENBERGIA DEER GRASS ·1 GAL. 30.i O.,C. 45 LOW C,O,E RIG RIGENS OT!\ OTATE'A AOUMINATA MEXICAN WEEPING 24" BOX 60" 0,0_ 16 MOD C,D,E ACU /\ZTECORUM SAMBOO PEN Hc,NN!SEJUM BUNNY TAILS 1 GAL. 24"0.G, 8-i MOO _C,D,E MAS MABSAICUM POL POL'{GALA SWEETPEA 50AL. 30"0,C, 23 MOO C,D,E DAL DALMAISIANA SHftUB RIJS RlJSSELIA CORAL FOUNTAIN 50AL, 30"O.C, 18 MOD C_,D,E E:OU EQUISETIFORMJS TUP TUf'IDANTHUS MALI.ET FLOWER 16GAL 4&''0.G, 41 LOW C,D,E CAL CALYPTRATUS WE:'$ WESTRINGIA COA$T 5-GAL 30" o.c. 20 LOW CJ),E "WG' 'WYNYABBiE GEM' ROSEMARY DENOTES ROOT BARRIER, TO BE INSTALLED Af ALL.TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR. CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7666, INSTALL.i;cll PER MANUFACTURER'.S SPECIFICATIONS. NOTE:: ROO'r BARRIERS SHALL NOT BE \/'/RAPPED AROUND THE: ROOTBALL NOTES: MULCH ALL LANDSCAPE AREAS (~XCLUDING TURF) HAI/ING LESS THANA2:1 SLOPE 'NITH A3" LAY~R OF MEDILIM GRIND BARK MULCH. PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS., NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEME~ffS, TYPICAL. ~~~~~ ( FOR REVISIONS TO THIS SHEET,~ t'-'~~'-'~~~~'-'~~~-)& APPROVED FOR PLANTING Al'\JD IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" TliE LETTER (E) NEXT TO A TREE SYMBOl INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. HIE LETTER (R) NEXT TO A TREE SYM80L INOICATES AN EXISTING TREE TO BE REMOVED .. THE LETTr.RS (REL) NEXT TO A TREE SYM!lOl lNOICATESAN EXISTING TREE TO BE RELOCATED TO THE NEW POSITION INDICATED ON THE PLAN, RLA#---EXP, ___ _ DATE 40 EXISTING SHRUBS, VINES Al,JO GROUNDCOVERS 60 8141 RflEAi(tt. OR ';U,JI[ 200 REVIEWED BY: & .~._,.-.._,.-~.--.,,....._~~~~ 0ATE INSPECTOR ~ ,_,....,_M_1N_o_R_~_o_N_ST_R_u_cT_1o_~_c_~_A_N~_E-+-----+----r··---e,,1-1, ~ CITY OF CARLSBAD SHEETS 0 i::::::==P==c:.i::,::::c:==========----+---1---+--+---l L__:!iJ PLANNING DIVISION ,..2{f25 i--~---'1---"'1----------------+---t----+----t-----i :;:L~AN;D;S:;'C~A,;;PE;;::;;IM::;P;;R;O~V;E~Mt'.~N:;:;l~Pl::A~N;;S:::F:;,,.O~R;:: ===~;;:;;~:;;,'1 INl11AL DATE lNITlAL DATE tNlTIA!_ LEGOLOAND · WATERPARI< APPROVED; PLANNING 1 LEGOLAND DRIVE Pl.ANTIN'= PLAN DRAWING NO. SCALE. AND NORTH 1!111/E , CA n.11 949.iauni !IOnELA.COM DESIGNER Of WORK REVISION DESCRIPTION OlHER APPROVAL Cl fY APPROVAL GHKD BY: Pl~OJf::()T NO. SOP 16•25 CDP 16-48 499-7l • , ~ ! . V \e,-_'.'.'.":'} '=1 ;L 7 1. FRONDS TO BE TIED AND PROTEQTED DURING SHIPMENT. UNTIE FRONDS AF1ER 60 DAYS OR AS DIRECTED BY PALM TREE EXPERT OR L.~NDSCAPE ARCHITECT. 2. PALM TRUNKS TO BE. SKINNED: 3. PLANT BASE OFTREE 4" ABOVE SURROUNDING GRADE DO NOT BURY ANY PART OF TRUNK. d 2" MULCH LAYER PER SPECIFICATIONS. S. WATERING !'JASIN. MIN 4" DEPTH. FlEM0\/6 BASIN AFTER MAINTENANCE PERIOD. 6. WASHED COARSE CONCRETE SAND .JACKFILL. PO NOT USE EARTH OR OTHER TYPES OF SAND. 7. TRUNKHEIGHT: iAEASIJR.ED FROM OR!GINAL GRADE LEVEL AT .BASE OF TRUNK TO TERMINAL 81JO AT BASG OFFRONDS. TRUNKTO BECLEAN, STP.AIGHT AND FREE OF SCARS OR ROT. SE;T TRUNK PLUMS. 8. 4" DIA. BLACK PVC SUP CAP, SET 3'' MAX. ABOVE FINISH .GRADE. DRILL¾" DIA. HOLE! IN ror OF CAP TO ALLOW FOR REMOVAL. 9. FINISH GRADE. 10. ROOTBALL: TO iJE PROTECTED CUP.ING SHIPMENT, MINIMUM 3'·6" X :r,a" X 4' DEEP FOR FIELD·GRDWN PALMS. HOTES; • ·SEE PALM TREE PLANTING AND MAINTE;NANCE SPECIFICATIONS FOR ADDITIONAL REClUIREMENTS. • IN TURF AREAS, MAINTAIN TURF 12"CLEAR FROM PALM TRUNK @ QUEEN PALM/ FISH PALM PLANTING EROSION CONTROL NOTES SLCPES ~'.1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL 8E TREAT!sD Wl1H ONE OR MORE OF THE FOLLOWING PLANTING STANDARD$: a. STNJDARD 111 • COVEf, CROPlm,INFDRCED STRAW MATTING: GOVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP (JF QUICK GERMINATING AND FAST COVER!NG GRASSES, CLOVER. AND/OR WILf>FLOWER$. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPf10VAL Pf,IOR TO APPLICATIOM, TH!;N COVER CROP SHALL BE APPLIED At A F<A"rE AND MANNi"RSUFFICIENT TO PROVIDE 90% COVE;RAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCE STRAW MATTING SHALL BEASAPPROI/ED BY THl:c CITY AND STAKED TO THE SLOf'E AS RECOMMENDED BY THE MANUFACTURER. 1'E!Nf'ORCEO STRAW MATTING SHALL BE REQUIRSO WHEN PLNiTING OCCURS BETWEEN AUGUST 15 AMO APRIL 15. THE COVER CROP AND/QR REIHFORCED STRAWMAT SHALL BE USED THE REMAIHDER OF THE YE;\ft b, STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCEHT OF THE AREA SHALL BE. Pf.ANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL B/NDlHG CHARAClERlSTICS (PLANTED FROM A Mi~IIMUM SiZE OF FLATTED MATERIAL.AND SPACED TO PROVIDE. FULL COVERAGE WITHlt-1 ONEYEAR). c, STANDARD #3 • LOW SHRUSS LOW SPREADIHG WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2,3/4 INCH LINERS) SHALL COVER A MINIMUM OF S£VENTY (70%) PERCENf OF THE SLOPE FACE' (AT MATURE SIZE). d, STANDARD #4. TREES AND/OR LARGE SHRUS$ TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I GALLON COHTAINERS)AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQIJARE FEET. SLOPES· 6:1 OR STEEPER AND: a. 3'0R LESS IN VERTICAL HEIGHTAND ARE ADJACEMT TO PUBUC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b. 3' TO 8' l~i VERTICAL HEIGHT REQUIRE STANDARDS #1 (f.ROSI.ON CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2AND #J, c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS Ill (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A GO\/ER CROP)S#2, #3 ANO i/4. NOTES A. All SHRUBS I Gf<OlJND COVE;RS SHAl.L BE PLANTED AJEQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE lliGICATED ON PLANS, SEE: LE;.GEND FOR.SPACING RE~UIREMENTS. . SHRUB SPACING NOT TO SCALE 6 LEGEND L FRONDS TO BE Tlic:O A~,O PROTE;f)TED DURING SHIPMENT LINTls:FRONDS AFTER60 DA)'S.bRAS DIR.ECil:D BY PALM TREE EXPERT OR LANQSCAPE AROH!TECL 2, PLANT BA.SEOFTREE 4" Ai;\OVESURROUNDING GRADE, DO NOT BURY ANY PART OF TRUNK. 3, 2" MULC:::H LAYER PER SPECIFICATIONS 4. WATERING BAc.,IN • MINA" DEPTH. REMOVE BA$1t-lAFTER MAINTENANCE PERiOD; . :;, \NA$HED .COARSE .C,DNCRETE f:lANO .E!A.CKFILL, DONOTUSE EARTH OR DTH.ER TYPES OF SAND. 6. TRUNK.HEIGHT: ME.ASURED FROM ORIGINAL GF;APE LEVEL AT 8ASE OF TRUNl',TOTERMJNAL s.u'o AT SASE OF FRONDS. TRUNK TO se CL.!;'Ats, 9TRAIGHTANp FREE OF SQARS QR ROT. S.ET TRIJNKPLUMeL xi) 7. 4" QI;\ BLACK PVC SUP CAP, SET 3" MAX; A80Vf. FINISH :C.RA.Di= • QR!I.I. ¾"OJA.HOLE If, TOP OF C.A,P TO ALLOW FDR REMOVAL /r@ / ,;, :.1~, \_.,., -. . . :t . ;;e: ),; ;f:' ./ "' 's }: '; ii @-~if:'~';-' :;>,;;} ' <;:, ' ,' 0) @) 11 S. FlN!SH GRADE, 9. ·10, 11. ROOTBAl,L; TO 8EPROToCTE0 DURING SHJPMEl{L MJNJMUM 3'-6" X 3',<," .X 4' DEEP FORflELD·GROWN PALMS. 4" DIA. X 8' PERFORATE\) PVC PIPE , CENTER !N HOLE, WRAPP~D WITH FILTER FABRIC, 1 t' DIA. X e• DEEP AUGURED HOLE; FILL!=D WITH 1/t .CRUSHED GRAVEL. 12, 4" DIA. PVC SLIP CAP OlLIED TO BOTTOM OF PIPE. NOTES: • SEE PALM TREE PLAci'flNGAflD MA!i'iTEN/\t-lCf. SPECI FICA TIONSFOR AODIT!QN~,L REQUIH8MENTS, · IN TURF AREAS. MAINTAIN TURF ·12'' CLEAR rRoM PALM TRUNK. KING PALM PLANTING NOTTO SCALE 7 ' © ~ _I "' LEGEND 1, FROMDS ro BE TIED AND PROTECTED DURING $rliFMENT. !Jt,JTIE.FRONOS AFl'ER 60 Dt.YS OR AS DIRECTED s·, PALM TREE EXPERT OR LANDS.CAPE ARCHITE;CJ. 2, PALM TRUNKS TO Bf, DIAMOND cur. '.l. PLANT SASE OP TREE 4' ABOVE SURROUNDING GRADE, DO NOT BURY ANY PARTOF TRUNK. A, 2' MULCH LAYER PER SPECIFICATIONS. ~-WATE;RING BASIN•· MIN. 4'' DEPTH, REMOVE BASIN AFTER MAl,ITENANCE PE<RIOD. 6. WASHED COARSE t::Oi,.CRETE ShND BACKPILL. DO NOTIJSE EARTH OR OTH!=R TYPES OF SANQ. 7. TRUNK HEIGHT: . MEASURED FROM ORIGINAL GRADE Uc\/EL AT E!ASE .OF TRUNK. TO TERMI/.IAL BUD AT BASE Of' FRONDS, TRUNK TO BE CLEAN, STRAIGHT AND FREE QF $CARS OR ROT. SETTRIJNK PLUMS. 4" DIA. 8LACKPVr; $LIP CAP, llET 3" MAX ABOVE FIHlSH GRAPE; -DRILL¾" DIA HOLE IN TOP OF CAP TO AJ.1.0WFOR REMOVAL. 9 FINISH GR.ADE. 10. 11. 12. ROOTBAll: TO BE PROTECTED DURING.$HIPMENI. lv11NIMUM 4' X A' X S'. 4'' DIA. X 8' PER FOR/\ TED PVC PIPE IN Fll"TERSOCK · CENTER IN HOLE, 12' .DIA. I( 8' DEEP AUGURED HOLE PILLED WITH¾'.' CRUSHED GRAVEL . . 13. 4" DIA PVC lll.lP CAP GLUED TO BOTTOM OF PIPE. HOTES:. . _ _ -. _ _ . • SEE PALM TREE PLANTING ANP MAINTEt-lANGE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. • iN TURF AREAS, MAINTAIN TURF 12" CLEAR FROM PALM TR.UNI<. DATE PALM PLANTING NOTTO SCALE C -.,..,...,. 1'!'!<Fi'""=-·· 4 'l'lt!;;.;i.J;L._--{ 5 ' '-"'"""'"""'#;,('fl "' I A 'k"---•m ,,,-_,~2-:.· X DIA . .. . : "'-, .. .. .. .. f':;\ OF ROOTfJALL .. . -------v..l LEGEt-lD 3. 4. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLAIJT PERMANENTWATERIMG BASIN-MIN. 4" DEPTH. REMOl,E SASIN AFTER MAINTENANCE PERIOD. FINISH GRADE-; AMENDED.BACKFILL MIX· SEESPECIF.IC:ATIONS. TAMP OR WATER SETTLE c,OTHAT PlANT ODES NOT SINK AFTER PLANTliiG. .FERTILIZING TABLETS PER SPECIFICATIONS ROOT8ALLOF PLANT• MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. E;(ISTING SOIL "CROWrl" OF Pl.ANT. Must NOT BE•BURIED BELOW L!'i',EL OF SURROUNDING SOIL. SHRUB PLANTING NOTE: , I .-(i) m.~nl~ 8 •-····1 1- T,[IJll -··1 . · to I • :,ft;~~~ i4X. Q -. rn;...,_rr 0--,... 2:5 X-DIA. --- lEGF.ND OF RoorBAT:c.if 1. 2 .. 3. 4. 1. 8. ONETHROUG('J flFTEE:el GALL.ON SIZE CONTAINER PLANT PERMANENT WATERING BASIN-Mio!. 6" DEPTH EXISTING SLOPE ;\MENDED BAGKFILl. MIX • SE!; SPECIFIOATIONS. TAMP OR .WATER SRTTi.E SO THAT PLANT DOES NOT SINK AFTER PLANTING. . FERTILIZING TABLETS PER SPE(:IFICATIOHS R.OQJBALL or PLANT -MUST NOT BE ROOTBQUND. LOOS~N ANY TIGrlT•PACKEO R00-(8, EX!ST!NC'sotL "CROWN'' OF PLANT· MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. NOTTO SCALE THE FRONT ANO REAR OF TH",PLI\NT!clGPITS SH1'.LL BE GRADF.O TO A MAXIMUM 1:1 SLOPE. EROSION GONTROL,.FABRIC $H/\LL [!E INSTALLED ON THESE SLOPES TO CONTROL EROSION WHl LE PLANTS ESTABLISH, LEGEND: 1. SLACK RUSSER ''CINCH•TIE" (4 TYP.l, PER SPECif'iOATIONS, ArrACH W!TH ROOPING NAILS . STAKE.LOCATIONS· PLA~lVIEW 2 LODGE POLE PINE $TAKE {2 TYPJ, PER SPECIFICATIONS. KEEP CLEAF{ OF ROOTBALL AND 00 NCT ALL.OW TO EXTEND INTO TREE CANOPY USE ,211 DlA. X ,10'· STAKES. FOR TREES-24" BO!\AflD SMAU.ER. AND 3" DIA. X fO' .STAKES FOR TREE.S 36" BOX THROIJGH 48'' SOX • ®--l ' I • • ' 2 X DiAMITER OF ROOTBl',LL ;f· SECTION 3. WATERIING BASIN, 3" MINIMUM DEPTH. REMOVE Bt,SIN IN LAWN AREAS AND AS DIRECTED BY LP/.'lDSCAPE ARCHiTECT. 4. FINISHED ORAOE, 5. A.MEND.ED BACKFILL PER SPECIFtCATIONS. 6. PLANT TABLET PERSPECIFICAt!ONS. 7. EXtsTlNG S.GlL &. SQ.ARI.FY SIDl':S /1ND BOTTOM OF PL".NTING PIT. g_ ARBOR-GARD TRi.JNK PROTECTOR FOR TREloS LOCATED iN TURF-AREAS, 10. SET TOP OF RDOTBALL 3" ABOVE SURROUNDtNG GPJ\DE NID SLOPE FOR DRAINAGE. L_ 1 Ci\ ii 11. INSTALL #UB24·2 ROOT BARRIER, AS ~ MANUFACTURED BY DEEP ROOT, (&00) 4$8-7608. J AT. ALL TREES VI/ff HIN 5' OF HARD-SCAPE, OH AS · l SHOWN ON PLANTING PLAN, MINIMUM '10' 8 ! LENGTH, INSTALLED AT EDGE OFADJACE~ff HARDSCAPE. ·-0 ·12. ADJACENT HARDSCAPE (W'dERE OCCURS). r,OTE MAIHTAIN ruRF 12'' CLEAR FROM SASE OF TRUNK, @ TREE PLANTING & STAKING NOTTO SCALE LEGENO: ' C) .I ") ~----1-l,EE SPEC. - ' 2X DIA. " or ROO !BALL ,.- SE CTl0t1 STAKE LOCATIONS • PLAN VIEW NOTE: THE FRONT AND REAR OF THE Pl/,NTli;G PITS SHALL. 8E GRAOED TO A MAXIMUM 1~1 SLOPE, EROSION CONTROL FABRIC SHALL BE. INSTALLED ON THE$E SLOPES TO ()ONTROL EF<0$l0N WHILE PLANTS ESTABLISH. 1. BLACKRU8flER"CltiCH·TIE" i4 TYP.), PER SPECIFICATIONS: ATTACHVVITH ROOFING NA!LS, 2, LODGE POLE PINE STAKE (2 TYP.). PF.R SPEC!FlC.ATIONS. KEEP CLEAR.OF RDOTBALL AND DO .NOT ALLOW TO EXTEND INTO TREE CAMOPY. USE 2" OIAX 10' STAKES FOR TREES 24" BOX AND SMALLER.ANO 3' DIA,·X 10' STAKES FOR TREES '36" t~ox tHROUOH 48° BOX, :,. WATERING BASIN. 3" MINIMUM DEPTH REMOVE BASIN IN LAWN ARE':AS !-'.ND AS DIRECT5D BY LAhDSCAPE.ARCHITECT. 4. Fll·IISH GRADE OF EXISTING.SLOPE. 5. AMENDEDBACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. l-©.,,,,-----------------------------------1 ,r. EXISTINGSOIL, ··o·· SHR. UB PLANTING ON SLOPE u. SCARIFYSIDESANOBOTTOMOFPLANTINGPIT. . ·-·. . . . . ·• • . . . NOT TO SCALE $, BET TOP OFROOIBALL ,"ABOVE SURROUNDING GRAQEMID ;,LOPE FOR ORAi NAG~, _ !i.Jl ~EIEAtrn OR IUilt ,QO !RYIIIE -(A 11,Ja !19,1!/.jl2_3 RIVUELHOM 1Q. flNIBH GRADE OF SLOPE AFT!:R Pl;ANTING •.SHAI.L NOT EXCEED 1:1 <JRADIENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTRQLEROSJOtJ DURING PtAHT ESTABLISHMENT. TREE PLANT I NG ON SLOPE NOTTOSCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTiNG AREAS. "AS-BUILT" ---····-- RLA#. DAT£ REVIEY,ED BY: INSP,:CTOR DATE ...--..~~.-._~ •1-l"t n_':i:_ I SH1E5.·ET I CITY OF CARLSBAD RLA , MINOR CONSTRUCTION .. :ccC':'cHA~N2cG:c'E=-}----+--+--+---'c:.:..+-PLANNING D!VISION ~~'-"~..._,,, SHEE:T:f ./4\125 DA TE IN111AL DAit INITIAL DATE INITIAi. DESICNtR QF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROV/\L LANDSCAPE IMPRO\ll;MENTPLANS. Fok LEGOLC)AND -i-VATER PitRK. 1 LEGOLAZ'/D DRNE PLANNING DRWN BY· RLA CHKD BY' RS PLANTING DETAILS PROJECT NO. SDP 16-25 CDP 16·48 .; .\"' -Vi DATE DRAWING NO. 499-7L SECTION 02514 PORTLAND CEMENT CONCRETE PAVING Part 1 -GENERAL 1.01 WORK INCLUDED A. Concrete poving, mow strips, steps, walls. 8. Reln fore em en l. C. Surface finish. D. Speciol Curing. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTI·IER SECTIONS A. Section 03251 -Expansion and Con traction Joints. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preparation of site for paving. B. Section 02223 -Bockfilling; Compacted fill for paving. 1.04 REFERENCES A. !,C! 301 -Specifications for Structural Concrete for Buildings. B. ANSJ/ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. C. ANSI/ASTM A497 -Welded Deformed Steel Wire Fabric for .Concrete Reinforcement. D. ASTM A615 ··· Deformed and Plain Billet ·-Steel for Concrete Re.inforcement. .E. ASTM C33 -Concrete Aggregates. F. ASTM C94 -Ready Mixed Concrete. G. ASTM C150 -Portland Cement. H. ASTM C260 -Air-Entraining Adrni,.tures for Concrete. I. ASHA C309 -Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 -Chemical Admixtures for Concrete. K. FS TT-C-800 -Curing Compound, Concrete, for New and Existing Surfoces, 1.05 QUAI.ITY ASSURANCE A. Perform work in accordance with AC! 301. 8, Obtain maleriols from some source throughout 1.06 TESTS A. Testing and onofysis will be performed under provisions of the USC, curnmt edition. 8. Maker available proposed mix design of eoch class of con'crete to oppointed firm for review prior lo commencement of work. C. Testing firm will toke cylinders ond petform slump ond arr entrainment tests in occordance with ACI 301. D, Tests of Cement Ond oggregoles will be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 75 or less cubic yards of each class of concrete placed each day. F. One oddi.liona! test cylinder will be taken and be cured on site under some candiHons os concrete it represents. G. One slump test will be token for each set of test cylinders taken. L07 SUBMITTALS A. Submit product data under provisions of the UBC, current edit.ion. 8. Include ddta on integral color, admixtures, and curing compounds. C. Submit manvfocl.urer's instructions. 1.08 SAMPLES A. Where directed, provide 4 x 4 /oQt job site sompl,s of eooh povlng finish shown or required, for review end approval prior to instollotion. Provide additional samples until finish is considered occeptoble by the Owner, ot no additional cost to the Owner. Part 2 -PRODUCTS 2.01 CONCRETE MATERIALS A Cement: ASTM C150 PorUond type, gray color. 8. Fine ond Coarse Aggregates: ASTM C33, from a single source throughout projecl:. C. Water: Clean, potable, end not otherwise detrimental to concrete. 2.02 1°0RM MATERIALS A. Conform !o ACI ,301, 8. Wood or Steel form material, profiled to suit condfUons. 2.03 REINFORCEMENT A. Reinforcing Stee:: ASTM A615; 40 ksl yield grade; plaln deforrned billet steel bars, uncoated finish. 8. Welded Steel Wire Fabric; Plain type, ANSI/ASTM A185; uncoated finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: ·1, Engireered synthetic reinforcing fibers sholl be 100% Polypropylene, collated., fibrillated fil;,ers wilh the following properties:· Specfi,; Gravity. , 0. 9 Modclus of Eias\iclty; 0,5 to 0;7 x 1000 ks! Tensle Strength; 80 lo 110 ksi Leng:h; 0.5 inch 2. The approved monufacturer or distribujor .sha.11. provide the services of a Qualified Technician for a pre-job meeting and initial Job Start-Up. 3. Manufacturer .shall .. be Fib<,.rme.sh Inc., (6l9) 259~0901 or approved equoL 4, Fiber, shall be odd~d only atthe concrete botc;h plant to assure uhiform ond complete disps:rsion of the collated-fibrillated fiber bundles into single mbhofilamenls within the concete. 5. Add to the concrete mlx o\ the rote of 1.:i lbs ,per e;~bic yord of ,conorete. 6. Sub~it concrete r.e □elpt from botch plant to Owner, showing name of manufacturer and rote of applic:qtion for fibers. 2.04 ACCESSORIES A. Pre-emecgent Herbicide; Surflan B. C1;ring Compound; FS TT-C-800, Type 1, 30 percent solids; ASTM 0309, Ashford Formula. c. Liq<;Jid SL.rfoce Sealer: ProSbCo Kure/S,eol. D. Integral 1:olar (Non-!mrnersion Conditiom,); L M, Scofield Chr□mix. E. Patch BEnd: Weld-Crete. F, U!hochrcme color hardens: LJ\'I. S,oofield. 2.05 ADMIXTURES A. Air Entrcihmeht; ASTM C260. B. Chemical /\drnixture; ASTM C494, 2.06 CONCRETE MX A. Mix conc-ete in occordanc:e with ASTM 094. 8. Provide ioncr.ete with the. fqllowing choracterislics: -Ccmpre~sive Strer1gth ot 2e days; 2500 psi. 0. Use acceleraUng admixtures in cold weather ynly whee approved by Ownec Us.e of oi;lmixtur;s will not reiax cold weather plocemenl requirements. O. Use se,t-retording odmixtvres during hot w.eather only wh,m approved by Owner. E. Add air mlraining agent to cancr.ete 'mix for concrete work os necessary. Part 3 -EXECUTl:JN 3.01 INSPECTION A. Verify canpacfed sub.grade and/or base is re.ady to support paving and imposed ioods. 8. Veri(y gndien ts ond elevo Uons of base ore correct, C. Beginnfng of Installation means occeptonce of existing conditions. 3.02 PREPARATION A. Moisten ,ubgrade ond/or base ta minimize qbsorp'tion of water ffom fresh concrete. 8, Apply pr,-emergent herbicide, per manufacturer's spedfi<::otio()s, t? soil surfoce below all oreos to re.ceive concrete. If using base moteriol, apply to subgrode prior to inslolling base. C, Notify L(ndscqpe Archltecl anq Owner minirn\lm 24 hours prior to commencement' of concretlrg operations, 3.03 FORMING A. Place and sec~re farms to. c.orreot lo¢□tian, dimension, and profile. Obtain loyout approval prior to pour, B. Assemble formWork to permit easy stripping and dismantling without damaging concrete. Use of perrnonent r;oncrete stre!ld is permissible, C. Place joht fillers vertical in position, in straight lines., Secure to farrnwork during concrete placement. 3.04 REl~WORCEMENT A. Pla.ce rehforcement B. Interrupt reinforcement at expansion joints. C. Piace renforcement to achieve slab and curb qlignrnent as detail.ed. 0, Provide ,Jowelleo joints .ot intl"rruptions of c:oncrete wi(h Ohe end of dowel set in copped sleeve to allow longitudinal movement. 3.05 FOR MEO JOI~ TS A, Place e,pansiOn joints al 20 fob\ intervals unle,ss otherwise shown to correct elevotion and profile. Align curb, gutter, ond sidewalk joints. 8. Place e,ponsion joini between paving components and building or other appurtenances. C. Provide ,:ontrol Joints ot maximum .5 foot intervals of povlng vnless otherwlse shown. 3.06 PLACING CONCRETE A. Pl.ace cmcrel<> in accqrdance with ACI 301, 8. Hot Weather Placement; ACI 301. 0. Ensure reinforcement, Inserts, embedded parts, and formed joints are not disturbed during concrete placernrnt. E. Ploce concrete continuously between predetermined construction joints. Do not breok or interrupt successive pours such that cald joints occur. F, Plac.e concrete to pattern indir;ated. G, Coordinate pours of Integral color concrete to ensure consistency of color throughout. Color inconsistency will not be occep led. H. Far concrete steps, walls or other cast in p[oce elements, settle concrete by vibroti.on to eiirninat.e honeycombs, Concrete with visible honeycombs will be rejected. I. Tolerances In horizontal alignment of hordscope elements such os poVing edges, joints, walls ond steps shd! not exceed 1 / 4" in 10 feet, or 1 /2" in 50 feet 3.07 Fl.N1$HING A. See plan for finishes ond finish !cootfons. 8. C1Jr~s, .Swales and Gutters; Light broom. C. Place curing compound on expos€d concrete surfaces immediately after finishing. Apply in occordance with manufacturer's instructions. D, Finishes; 1, General - Compoct. and tornp concrete os specified herein (unless retardant finish ls specified), to i,ring 3/i:l inch of mortor to surface, float with wood screeds ond /loots only, and apply following finishes after surface by floating. Do not use steel or <JhY plastic screeds, floo\s or "Fresno" for initial floating and screeding operotions. 2. All concrete finishes shall be os listed on the Drawings. Finishes are as follows: a, Rough Trowel Sw.irl Finish - Provide rough trowel finish to slob surfaces. Aft!'Jr placing slabs, consolidate surfoce by floating to a uniform, smooth, granular texture. b. Scratch Finish ~ Provide ,;c:,rotch finish to $lab surfaces lhol are to ,reoeive mortar setting beds for precast tile povers as noted on Drawings. c, Slee! Tro~1el Finish - After surfoce woter disappear,; and flqated surface is sufficiently hardened, .st.eel trowel and re-trowei to smooth, dense, hord finish. After concrete has set enough, re-trowel to a smooth, uniform finish free of trowel rriarks or other blemishes. Avoid excessive trows)ling that produces burned are□s. d. Sondblost Finish - i. All work shall conform to applicot>l'e OSHA and EP,t,, standards. ii. Contractor shall schedule this work to be executed with .a.s little conflict with other trodes as possible. If necessary, Contractor shall be responslple for the protection or masking of odjaceril surfaces. iii. Te$t areas for sample of blasting will be established where surfaced will. not be left exposed. Lo.ndscdp.e Architect shall be present at time or somple blostlng and approve the desired finish. iv, Core shall be taken to protect oil odjocent surfoces from domoge Which are not receiving sandblasting. v. Sandblasting shall be accomplished usih.g qualified workmen fom(llor with lhe proper technique, vi. Sandblasting work ;,holl be by the dry-·sond method, utilizing appropriate equiprnen: and adequate air pressure. Abrasives sh all be wosh.ed sillco sane free from sdlt, c.lay or other foreign materials. Nozzle positlon during the operation shall be os determined fr, the mcking of the approved sornples, viL All concrete oreas requiring patching shall be polched, with all rough spots and unevenness in the, concrete ,urfat:e groun<:I sm.ooth before the. sondblosUng operation is begun. viii. Wosh down con,orete sandblasted surfaces promptly lo remove sond and dust Upon cornplelion, remove from site all surplus and waste materials, e. Retardon t Finish - i. Cpnorete. Mix ... Oeslg. n: . An e.xtremel)'. ,,co ... orne m. ixing. con toin s !he greatest pm,$ible percentage of 3/8 top size aggregate and o minimum amount of :nixing water should be used. Aggregate/sand rot.io to be 70% aggregote tq 30% sand. ii, Prepm'alory Work: Th.e cotJcrete should be. ploced and consolidated 1,0 as tq completely fill c:11 spaces in the forms. Tornpi,ring will not be perrniHed because the aggregate must rernoin near the surfQce for loter exposure. ,l\pply a wood float finish which will. permit 3/16" of aggregote exposure. Iii. App!icr:ilion of Relord~r; As soon as the following hos been completed, opply the retarder and. "Uthotex" by L.M, Scofield (213/725-7112) per Scofield's Application ln,,-truction T ,..zo:t03. Once the retarder hos been applied, cover the svrfoce with plastic sheeting or curling paper to achieve deeper og,Jregote reveal. iv. Aggregate Exposure: The retarder should be removed be.tween efght an.d twenty hours after placement by sandbJasting or with a aodrse-flbered or rust reslstant wire scrub brush and Jet of water. A clean sealer sholl be applied so that the sur.foce shall be covered after aggrs,gqte exposure with new, non-staining paper. f, Lithochrorne color hardener: manufactured by L.M. Scofield Company, The grode shall be heQvy duty. Tne color shall be per plan. Calor~Horderied Concrete System: All concrete flatwork and adjacent vertical surfoces designated in the plans or specifications as having □ colc;ted and hardened surface shall be color-hardened with 'Uthochr □me' color hardener, Q dry-shake hardener manufactured by L.M. Scofield Com pony, Los Angeies CA 90040, (800) 222-4'100, (213) 723-5258. It sh.all. be applied per manufactures recommendations in occordonce with Scofield s Tech-Dato Bulletin A-104, The finish shall be as designotedAe finish schedule. .., .... ~,..--.,.. V V V .., .., .. ~,,,--••v·----··v--'\.~ 05/05117 RLA /'\ MJNOR CONSTRUCTION CHANGE / ., ... ~-..:..-~~ '-'. l "' • ~ .,...._,~....._,,'-''-'~.I E. Concrete Surface Sealer: Surface Sealer; All concrete lhat has either been sandblasted or retardant finished shall be sealed with a clear, penetroting concrete seoier, If efflorescence or olkall-staining in evident ofter the concrete has cured, lightly wash the aggregate suJfOCli: with o mild muriatic aci.d solution ( wsu□l!y a 10; 1 dilution) lhot hos been thoroughly rinsed with water and cleaned with diluted Lithochrorne "Floor Cleaner" by L.M. Scofield or equoL Rinse again and dry thoroughly. After concrete mix hos cured at least o month, the concrete surface sho.11 be thoroughly washed with fresh, clean water. After surface ls thoroughly drleq, apply one coat of Aqua-Mix Penetrating Sealer (213) 946-·5877, al the rate of 200 SF per gallon. Allov1 24 hours before applying water !a verify if water beods. If hot, apply a light seccrid coot. Refer to Aqua-Mix Specifications for complete instructions. 3.0e FIELD QIJAUTY CONTROL A. Field inspection und teslfng will be performed under provision of the UBC, current edition. 8. Maintain record$ of placed concrete items. Record dote, location of pour, quantity, air temperature, and test samples taken. 3.09 PROTECTION A. tmrnediotely after placement, protecl concrete under from premature drying, excessive hot or cold temperatures, and mechonrcol Injury. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PREQISE LOCATION OF PLANTING AREAS. "AS-BUil T" RLA#---EXP. ___ _ REVIEWED SY; INSPECTOR SMEET 16 CITY OF CARLSBAD PLANNING DIVISION DATE DA Tf;_ SHEETS ,,2IJ25 t----+---+-----------------t---7--.-•-··+---1----1 'LANDSCAPE IMPROVEMENT PLANS FOR, LEGOLOAND-WATER PAl?K 1 .LEGOLAl\fD DRIVE 1---+----+----------------+--+---·· ---·---1----1 SPEO!FlCA TlONS SECTION 0261.1 LAMDSC/\PE IRRIGATION SYSTEM RECLAIMED WATER Note; In cose of conflicts, City of Carlsbad Standard specifications shall take precedence. , Part 1 -GENERAL 1.01 SUMMARY A. It i:, the in ten I: of the specificollons ond drawings that the finished system ls complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transp·ortation, and equipment necessary to perform the work as· ind.icoted on the drawings, in these speclflcoUans, and as necessary la complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due la the sc.ole of the drawings, 1t ls not possible lo indicate oil offsl;lts, fittings, sleeves, etc. which may be required. The Controclcr sholl corefully investlgote ihe structural and finished conditions affecting all of his work and plan his work accordingly, furnbhing such. fittings, etc. as may be required to meet such Conditions. Drawings ore generally diagrammatic and indicotive of the work lo be installed. The work shall be installed In such a manner aJ;J to ovoid conflicts between irrigation systems, planting, and architectural feob1res. B. All work called for on the drawings by notes or details shall be furnished ond iristo!led whether or not specifically mentioned in the spedficotions. When an item is shown on the plans but not shown on the specifications or vice verso, It shall be deemed to be a$ shown an both. Th19 Architect shall hove final authority for ciorlflcction, When a conflict occurs between. on item shown on the plan and os shown on the specifications, the Architect shall hove final authority for clarification. C. The Contractor shal.1 not Wilfully instoll the.· irrigation system as shown an the drawings when it is obvious in UHl field that obstructions, grade differences or discreponcies in area dimensions exist that migh\ not hove been .considered in engineering. Such. obstructions or differences should be brought to the o.tten\ion of the Architect os soon as <!elected. In th.e even\ this notification Is not performed, the Irrigation Contractor shall ossume lull responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. B. D. E. Provide ot lea.st one. En .. gli·s·.h speo. king person who shall be presen. t ". t. all times ourina execuUon of this portion of tho work ond who shall be thoroughly familiar with the t;:rpe of rnoteriols being Installed and the monufoctu.rer's recommended metnods of instol!otion and wha shall direct oil work perforrned under this section, Manufacturer's directlons and detailed drowin~s shal.i be followed In all coses where the manufacturer of articles used in tnls contract furnishes direcUons covering points not shown in the drawings and speGifications. All local, municipal and state lows, rules and regulations governing or relating to any oortion of this work are hereby Incorporated into ond mode a part of these specificotions, and their provisions shall be carded out by th<1 Contractor. Anything contoined in these specifications shell not be construed lo conflict with any of lhe above rules cmc.:J regulations of. the. some. However, when these speciflcoU<.ms and drawings call for. or describe materials, workmanship, or ,:on:,tructian of a better quality, higher stondard., or larger size than is required by the above rules arid regulations, the provisions of the.se specifications ond drawings shall toke prece.dence, All materials supplied For this project shall be new and free from any defects, All defe.ctlve materials shall be replaced immediately at no additional cast to Owner. The Contractor shall secure the required iicenses and permit,;; lnc;:ludlng payments of charges and fees, give required naUces to publk: _authorities verify permits secure<! or orrongernents mode by others offect,ng the wa;k of this section. 1.04 SUBMITTALS A. Materials List; s. 1. After qword of controct and before any irrigation .system materials ore delivered to the job site, S\lbmit to the Owner o complete list of oil lrrlga.Uon s. yst. ems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name end calqiog number for each itern, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of inslalloUan. 3. No <il!bstlt.utions will be allowed without pr1or written occep\onoe by the Architect or Owner's authorized repre~entative. 4. Monufodurer's warranties shall not relieve the Contractor of his liobility under the g,;orcntee. Such warranties shall only supplement the guarantee_ Substitutions; l.f the Irrigation Contractor. wis~es to sub.stitut7 any equip1;1ent or materials fer !hose equipment or rnotenals hsted ~n tne 1rngotio~ dr?Wlngs and specifications, he may do sa by providing the following 1nformat,on to the Architect or Owner's authorized representative for opprovol. 1. Provide a written stoternenl indicating lhe reason for making the substitution. 2. Provlde cotolog cut sheets, technical data, ond performance information for each substitute item. 3. Provide in writing the difference in installed price ff the item is occep\ed. 1.05 EXISTING CONDITIONS 8, C. D, E. The Con tractor shall verify and be familiar with \he loc□t!ons, size ond detail of points af cormectior provided as_ th7 sa,;rce of water, e!edricol supply, and telephone line connection to the 1rngat,on system. Irrigation design is bosed on t~e ovall.able static water pressure. shown on the drawings. Contractor shall venfy static water on the pr<)Ject prior .lo the star! cf construction. Should o discrepancy exist, notify \he Architect and owner's o.uthorized representative prior la beginning construction. Prior to cutting into the soil, the Contractor shall locate oll cables, conduits, sewer seotic tanks, ond other utilities as ore. commonly encountered underground and he sholl toke .prope,r _precouUr.ms not to damage or disturb such improvements. If o conflict ex1s1s behveen such obstocles on<J the proposed work, the Con\rodor shall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proceed in the same rnanner if o rock layer or on y other such conditions are encountered. TI1e Contractor shall prob,ct all exi.st_ing utilities ond feat•,res \o remain on . and adjacent ta lhe project site dpnng cons\ructlon_ . Controcaqr _shall repair, at his own cast, all damage resulting from his operations er negligence. The Irrigation Contracta.r shali coordinate with the General Contractor for it,stalloHon of required sleeving as shown on the plans, 1.06 INSPECTIONS The Con\rocfor sh;iit permit \he. Architec\ on<i owner's cuth,;,rized representoUve ta 1isit arid inspect at an lim.es any parl of th<a work and shall provide so fe o ccess for such visits. Wher.e the specific:itlons require work to be .tested by the (iontractor,. it shall not be covered o,er vnUI accepted by lhe Architect. Owners OIJ\horlzed representoUYe, ond/or governing agencies .. The Irrigation Contractor shali be solely responsible far notifying t.he .Arohitect, Owner, onc,1 ,1overning ogenc.ie.s, a minimum of 48 hours in advance, wh.ere and 1Vl7en the. work i"!. reqdy far testing, Sho.uld 01y work. be covered witha,;t (esting or, occeptonce, it shall be, if so ordered, uncovered at \he Irrigation Contractors exp;,nse. C. Inspections. will be required for the foUawin9 o l a minimum: 1. System layout D. E. 2. Pressure test aJ irriga tian rnoin lihe (Four hours at 125 PSI or 120% of static water pressure, which ever is greoler.) 3. Coveroge test of irrigation system 4. Final inspecti,n prior to start of maintenance period 5. Final occeptonce Site observqtions Jnd testing will not commence. wil.hout tbe record drawings ds prepared by tha Irrigation Contractor. Rec.ord drQwings must cornplete and up to date far 1oa~h sile visit Work which foils t-,stirig and is not accepted WI.II be r<,ts1,,ited, H.ourly rotes ond experlses of the Archi~eGt, Owner'.s oul.harized representotive, and governing ogencie, for reinspection or .retesting will tie paid by the Irrigation Contractor at na Jddltional expense tb Owner, 1.07 STORAGE AND HANDLHJG A. Usra oil means neces$ary to protect irrigation system materials before, during, and ofter inslalla!on and to protect the inslallaiion work and rnoterials of. □II other trades. In the. event of damage, lmmediotely ma.ke oil rep.airs and replacements necessary to the occeptonce of th.e Landscape. Architect and Owner dnd al no 1dditionol cost to the Owner. 8. ExercJse. care in hJndltng, loading, unlaotjing, and storlng pfosllc .... pipe and fittings under cover until ready to install. . Trorisport plastic pipe oi;IY on a vel,icle with o bed long enough to allow the pipe to lay flot to ovoid undue. bending and ooncentroted external load. 1.08 CLEANl/P AND DISPOSAL A. Dispose of waste, trash, ;:ind debris in ?<;cordan_ce "!Ith oppHcoble lows and . ordinonoes dll<! <lS prescribed by authorities having ;unsd1cl1on. Bury no ,iucn woste moterfol ond debiis on \he site. Burning of trosh and. debris will not be perrni\ted. Th, Contractor sholl remove and disp9se af rubbish and debris generoted by his vork and workmen at freqWent intervals or when ordered to do so by the Owner's authorized representative. 8. Al the time of ccmplelian the entire site will be deQred of tools, equipment, rubbl.sh and debris which shall be dispo?ed •Of off···sit,;, in a legal dlspo,sol oreo. 1.09 TURNOVER ITEMS A, B. C. Record Drawings: . , . . . ..•. . ... .. . ..... . . . 1. Record accurately on one set or contract drawings. all changes 1n tne work canst/tu ting d-,parl~res f~am the ori9inal contrast drmyi:igs. 2. The chongas ond d1rnens1ons shall be record.ad m o leg1bre and workmanlike nonner l.a the saUsfocHon Of the Architect or Owr,er'.s authorized rep-esentqtlve. Prior lo final Inspection of work, submit rec9rd drowings to tlsl Architect or Owne(s authorized representative., . 3. Dimensions fr<m/to permonent points of rE;ference suc.h o~ _.bu1ld111g~, sidewalks, our~s, etc. sholl be .shown. Date on record drawings sh<lll be recorded an a doy to. day bo.sis .c;,s .the .Projeqt is being installed. Ali lettering 01J drawings shall. be n,inirnum 1/8 inch. in size. 4. Show locotiom and d,;pths of th.e following items; a. Point of qonns>c\ion (including water meter,i, bockflcw preventors, master ¢◊ntral valves, .etc.) b. Routing Jf sprinkler pres,sure lines (dirneosioils shown ota maximum of 100 Het along routing and at all changes in ciirnctian) c. Gate val,es d. Automate r.emote control valves. e; Quick co:,pllng .valves f. Routing .~f control wires g. Irrigation cgntrollers h. Related iquipment ( os niqy be directed) 5. Maintain recor:J drowln<;is on site qt all times. Upon completion cf work, transfer oil os-buil t. information and dimensions t.o a clean set of bon.d prints, using red, WQterproaf ink. and. $ubmit to t~e L~ndse;ope /\rchHecL Londsoope Architect shal! be responsible far. drcftmg ,he final as~bullt plans, bqsed on. dimensions provide.ct by th.e ()oritrac:;tar, ond subrnit~i0g to the City for review, dpproval and signature pr,or to re.leas.a af se.cunties. Controller Charts; ... .. . . . . . . . . ... .. , . . . . . 1. Record draWiri,s must be approved by Architect and/or Owners authorized representative before charts ore prepared. . . 2. Provide one conttbller .chart for each automatic controller. Chart shall show the arec covered by lhe porticulor controller. J. The chart is lo be a ri;,duce.d copy of the ootuol "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall· be enlar9ed lo ·a reodqble size, 4. When completed and opprav_13d, the c~ort sh.SIi be he,r::1eUcally s".ole~ between two p:eces of plastic, each piece being o min.1murn 5 m,ls 1n thickness. Operation and Mohtenance M<;i~uals: . . ..... 1. Two. individ•Ja.ly bol!n. d csp,·e· s of o.pero 11.on ,mo. rno. '.n·. ten ... q.n .. ce m .. · .. o .. n.u .. □1 .. s .. sholl be delivered to the Architect or Owners outhonzed representot.ive :ot least 10 col<andor cays prior to fin.al inspection. The monuols .sholl descdbe the molerial n$\aled and the proper aperotton of (he system. 2. Each complete, bound manual sholl lnolude .the following informoUon: o. Index sh,et stating. contractor's address and telephone numbser, durd\ian of guarantee perl9d, Ii.st of equipment iriqluqing names and oddresses of local manufacturer representatives. b. Ooeratinq and maintenance fnstru.ctio.ns for oil ::,quipment c. Spore perts lists and r<1loted rnanufoctur<1r 1nformotion for all equipment. I. 2. the D. Equipment: Supply os a port of this contract the .following items: a. Two (2) wrenches for disassembly and .. odjustme,1t of eoch type of sprinkler head. used in \he lrrigotion sys.tern. . . b. Three 30-·ihch sprinklerkeys far monyol operotwn of control valves. c, Two keys far e.och automatic controller. d. Two quick caupier keys w1th a 3/4" bron:,;e hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench, f. One 5-Joat tee wrench far operating butterfly v:ilves (if used). g, Six e.xtra. sprlnkl.er r,eods of each ~ize and type. The above equipment shall be turned over to Owner's authorized representative at flnoi inspe.dtlon. 1.1 Q COMPLETION 1.11 A. 8, C. D. At the time af the pre~rnaln.tenonce period inspection, \he Land.scape Architect, Owner's duthotized representative, arid governing ogenci~s will Inspect the work, and if not accepted, will prepare a list of items to be c:ompleted by the Contractor. A( the time of the post-mair:tenarice period or final inspection the w6rk will be reinspected an<! final acceptance will be in writing by the Architect, Owner's authadzed representative, and governing ogenci,s. The Owner's authorized representative shall have final authority on all par\ions of the work. After the system hos been completed, the Controdor sholl instruct. qwn_er's authorized repre$enlat:ve in the operation and rnrnntenQnce of the irngot1on system and shall furnish o c9rnplete set of operating qnd maintenance instructions, Any settling af trenches which may occur during the ane~yeor period following acceptance shall be repaired to the PWner's satisfaction by the. Contractor withouf any oddiUonal expense io the owner. Repairs shall include the cornpl_ete restoration of all damage to planting, paving or other mprovernents of ony kind as a result of the work. GUARANTEE A. The entire sprinkler system, including o.11 work done. under this contract, shell be unconditionally gu9rariteed against aH defects and foult of moterml and , workmanship, including settling df backfilled areas belo~. 9rode, for o penod of one (1) · year foll awing \hs> filing of the Notice of Comp1et,on. Should any problem with the krigotion system be disca,ered within \~e guorante;, period, it shall be correc;ted by the Contract~r at no _odd1\1QnOI expense to owner within ten (10/ colendor days af receipt af written notice frorri Owner. When the nature of the r~poirs, cs determined by the Owner, cansUlutes an emergency (i,e. proken pressure line) th_$ Owner may prqce_ed to make repairs at the Contractors expense. Any ond ail domoge~ to existing Improvement resulting <Jith.er from foul\y materids or workmans~1p, O!' from the necl)ssqry repairs . to corre.cl same, shol}. be repaired ta the satisfoctl!On of tne Owner by the Contractor, oll at no odd1tionol cost to be Owner. 8. Gl!orantee shdll be submitted on Contractors awn letterhead as follows: GUARANTEE FOR SPRINKLER IRRICATJON SYSTEM We h,;,reby guarantee that the sprinkler irrigation system we hove furnished and Installed is free fn)m defec~s In materials and workrnonship, and the work hos been completed in oocordcince with the drawings ond specifica!fons, ordinary wear ond ~eor and unu.suol abuse, or neglect excepted. We ogree to rep?}r or r.eploce ony defective material during the period of one year frcrn date of f1l1ng of -the Notice of Completion on9 also to rep_air or replo¢e any damage ,, • . resulting from· the repainng .or replacing of ~uch defect~ at no ado1t1ona1. cost to the owner. .. We shoH make su,;;h repoirs or replacements within 10. cal!endar days following written notification by the owner. In the ev<,n1 of our fo11ure to. make suc .. ·h. rep. airs or replocernen\s wi\hin .the time specified ofter. recelp,t of written notice from owner, we authorize the owner to proceed lo have said repairs or replacements made at our expense .ond we will pay the casts and charge.s therefore upan demand, PROJECT NAME: PROJEGT l.OCA TION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE; Pqrl 2 -MATERIALS 2.01 SUMMARY Use only new materials of the mohufocturer, size and type shown on the drawings and. specifications; Materials o~ equiprne~t installed or i_urnis~ed, that do not .mewl Architect's, Owners, or governing ogenc1es standards will be reJec\ed and shall be. removed from the site at .ho expense to the Owner. 2.02 PIPE A. Pressure supply fine. from pe>int of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. D. Preosure supply Hnes 2. inches in diome\er and up .\o ~ inches in diameter downstream of basket strainer unfl sho.1I be Class 315 solvent weld PVC. Piping shall conform t.o ASTM D2241.. Non-pressure lines 3/4 inches in i;iiometer and l9rger downstream of lhe remote control valve shall b.e Cloa.s 200 PVG. Non~pressure lines 1" and larger to conform to ASTM 02241. Reclaimed water PVC pipe to be. color coded "purple" in color and morke0d on two s[des with reclaimed wdter wornlng statements "CAUTION -. RECLAIMED WATER". Reclaimed water piping must be accepted by the. locQI reclaimed water gover. ning ogencle.s. Reclaimed w. ater PVC pipe shall .~se sfof1;:Jord Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownl!he A:ertline or eql!al. fe 05/05/17 RLA 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, ,PS Stondord 125 pounds, Schedule 40 screwed pipe. 8, Fittlngs shall Le medi.urn brass, screwed !25-pound class. C, Copper pipe and fittings shall be Type "K'' sweat soldered, 2.04 PLASTIC PIPE AND FiTTINGS A. Pipe shall be marked continuously with monufo,ctt~rer'1s 5narn1e,t.norr;:inof l'f,en size, schedule or class, PVC type end grade, l',o 1ona on, a ion_ ·oun 0.10 approval, Commercial Sfondords designation, and dote of extrusion. B. All plastic p1pe shall be e:<tructed of an improved PVC viqin pipe compound in accordance with ASTM D2241 or ASTM D1754, C. e:. F. AU PVC fittings shall b.e standard weight Schedule 80 ,for. c~n.stont-pressl!re mainline fittings ond Schedule 40 for non-pressure lorero! f1h1ngs and shall be injection molded of an irnprovid virgin PVC fitting _compound. ?lip PVC fittings shall be \he "deep socket bracketed type, T.nreaded plastic . fittings shall be injection molded. All tees and ell_:!. snail be side gotea. All fittings shall conform ta ASTM 02466 and 02401. All threaded nipples shall he sta1;_dord we~ght Schedule 80 with molded thr~ods and shall con form ta AS IM D178!:>. All solvent cementing of plastic pipe and. flttin9s shoil be o two~s.tep , • process, using e•rlrner and solvent cement applied per the rnonufocturer s recornrnendatlons. Cement shall .be af a fluid cons1s1enoy" not ~el;::-llke or ropy. Solvent cementing shall be; in conformance mth A~ TM D25a4 and ASTM 02855. When connection is plastic lo metal, female o.dap~ers shall be h~nd tightened, plus one turn with a strap wrench. Jomt compound shall be non-lead base Teflon paste, lope, or equal. 2,05 BASKET STRAIHER A. The basket stroiner unit shall be of \he rnonufocturer, size, and type indicated on the drawings- 8, The basket strainer unit shall be installed in accordance wi\h the requirements set forth by local codes. 2.06 VALVES A. 8. C. D. Cole Valves: . 1. Gale valves shall be of the manufacturer, size, and type indico·ted on the drawings. . . 2. Gate valve sholl have threaded ASThl B-62_ bro,~ze dosdy, 1 bonnet and wedge,. silicon bronze stern, and '."olleoble iron ,,an wnee. 3, All Gate valves shall hove a rn1nimum workmgdpressure of not less than 150 psi and shall conform ta AWWA ston ards. Quick Coupler Valves: 1. Quick coupler valves shall be of the. mortufocturer, size, and type lndicate.o an the drowings. . . . 2. Qulck coupler valves. s~oll be brass w1tf;, a w':11 (h1ckness guaranteed ;o wlth~tond normal working pressure of 1o0 psi without leakage. v'alve4 sholl hov,e 3/4 Female threads opening ot base,. with two-piece. body. Valves lo be opera led only with . o. coupler key, deslgne.d. for that .. __ purp.ose, Collpler key is. inserted ,nto valve end o pos,bve, woter.t,ght connectfon shall be mode bet.we;en the coupler key and valve. H,n\le cover shall be the locking type constructed of brass with a rubber-like vin),1 cover. Vinyl quick co•;pJer cover to b.e purpl.e in q,olor with the wards "WARNING -RECLAIMEO WATER ~ 00 NOT DRINK permonently marked on the lid. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and typ<1 indicoted on the drawings, 2. Automatic <;iontrol valves shall b,; eledricoliy operated. Anti-drain Valves: . . , . . 1. An\i-clrain valves shall be of the manufacturer, size, ona type indicated an the drawings. 2. Anti-drain valves shall hove 18---6 stainless steel springs and valve stems with Buna-N seals. 3. Anti-drain va.lves will have threaded connections the size of ~he ri~Fr or pipe they are ta be installed onto, or the next available size. "o slip connection ontl~droin valves ore allowed. 2,07 VALVE BOXES A. Valve boxes. shall be. fabricoted from o durable, Weather-resfstcr,t plastic material resistant to sunlight end chemical ac.tlon of soils. B. The valve box cover .~hall be purple. in color and permanent,\y ~1or1kedbwlth the words "WARNING -RECLAIMED WATER -DO NOT. DR.INK . . . ave ox caver sho.11 be secured with a hidden latah me.chani:,rn or bolts. C. The cover and box ~hall be capable of su;J.taJnlng a load of 1,500 pounds. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" EXP.---- DATE REVIEWED BY: INSPECTOR DATE Sf'EClFJCA TIONS 2.08 2.09 0. E. F. Volve box ex.tensions shall be by the sam<, m1.1nufoctvrer as the valve box. Au tomolic control vol ve boxes shall b.e I 6"x11"x12" rectangutor size. Valve box covers shall. be marked "RCY" with the valve identification number ''heat branded" onto the cover in 2 Inch high letters/numbers. Gate valve end quick coupler valve boxes shell be ·10" circular si.ze. Valve box covers shall be marked with either "CV" or "QCV'' "heat bronded" onto the cover in 2-inch high letters/numbers. AU TOMA TIC CONTROLLER A. i\utomotic: controller ;,holl be of the manufacturer, size, ond lype indicated on the drawings. 8. Automatic controller enclosures type lndicated on the drawings. ventilated and waterproof. ELECTRICAL sholl be of the monufodurer, size, and Enclosure sholl be vondol-resistant, A. Ail electrical equipment sholl be NEMA Type 3, waterproofed for exterior installotlons. B. All electrlcol work shall <::onform to local. codes and ardinonc.es. 2,10 LOW VOLTAGE CONTROL WIRING A, Remote control wire shall be direct-burial AWG-Uf type, size os indioated on !he drawings, and in no case smoller than 14 gauge. B. Connections shall be either ep.oxy--seoled packet type or Penn-Tits< connectors. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers ore used, the control wires shall be a different color for eoch controller. These colors shall be noted on the "Record Drawings" plons los:oted on ,;:ontroller door), 2.11 IRRIGATION HEADS A. Sprinkler heads shall be of the manufacturer, slze., type, wrth rodius of throw, operating pressure, and discharge rate indicated on the drawings. B. P1,p--up he.a.ds and rlser heads shall be used os Indicated on the drawings. C. Pop-up heads and geor drrven rotors used on reclulrned water systems shall have a color coded purple cqp with r!lcloimed woter warnings embossed on lhe top surface. Riser heads shall have a self adhesive reclaimed water sticker placed on !he riser directly below the sprfnkler body. All recloirned water wqmings shall b.e in English ond Spanish and ·hove the internotjonol symbol for "Do Not Drink" .. All reclaimed water warnings shall be as required by the local woter utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be. of the manufacturer, size, and type lndlca\ed on the drawings. Port 3 -EXECUTION 3.01 SiTE CONDITIONS A. Inspections: 1. Prior to all work of this section. corefully inspect the installed work of ail other trades and verify that all such work Is complete to the point where this installdtlon may properly commence. 2. Verify that irrigation system may be installed in strict accordance with oil pertinent codes ond regulations, the original design, the referenced standards, and the manufacturer's re corn men datlons. 8. Discrepancies: 1. In the event of discreponcy, Immediately notify the Architect or Owner's outhorizqd representative. 2. Do not proceed wlth installation in orePs of discreponoy until all dlscreponcies have been resolved, C. Grades; L Before starting work, caref1Jlly check all grades to determine that work may safely proceed, keeping within the specified material dep\hs with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on thia section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Conlroclor shall coordinate the instoliai!on of oil irrigation materials with all other work. 2. All scale.d dimensions are approximate. The Contractor shall check and verify oil size dimensions prior to proceeding with work under this section. 3. Exi;;rch,e extreme care in excavating and working near existing utiliti.es. Conlroctor shall be responsible for damages to utilities which are caused by his operations or neglect E. Diagrammatic intent: The drawings ore essentially diPgrammatic:. The sl.ze and location cf equipment and fixtures are drawn to scale where possible. Provide offsets in piping and ohanges in equipment locati.ons as necessary to conform .with strudures and to ovoid obstructions or conflicts with other work ot no odditionol expense to Owner, F. Layout: 1. Prior to instol!otion., the. Contrac. tor. shall stake out all pressure supply linE-H:(, routing and location -of sprinkler heods1 va!ves1 boc',flow preventer, and automatic controller, 2. Layout irrigoiion system and make minor adjustments required due to differences between site and drnwings. Where piping is shown on drawings under paved areas, but running poraliel and adjacent to planted oreas, install the plpihg in the planted areas. 3.02 3.03 3.04 G. Water Supply . . . .. .. . Connections. tq, or the installation of, the. water supply sholl be at the locations shown qn the drawings, Minor Ghanges 9aused by octwal site conditlons shall be made Pt no additional expense to Owner. · H. Electrical Servic~: 1. Conne.ctionsto the electrical supply shall b.e Ol the. la.cations shown on the drawings .. fiinor chPnges caused by actuol site c.oriditlon.s sh.a!/ be made .at no additiond expense to Owner. 2. Cantroctor .,hall make 120 volt· connection ta the 'irrigation· con troll em. El.ec.trlcol pcw1ar source ta controller locotiqns .shall be; provided by others. TRENCHING A. Excavations sha.1 be stroigh t with. ve.rUcal sides, even grade, and suppCJrl pipe continuously on bottom of trench. Trenching excavation sh.all follow layout indicated on drcwings to the depths below finJsheq grade .and 0$ nqted. Where lini,s occur undff paved area, these dimensions sholl .. bE! considered below subgrade. 8. C. 0. E. A 8. r-V• D. E. A B. C. Provide. minimu'n cover of 24 inches cm pressun, $Upply lines 2 ½ lQches and smollerc Provide minimun cover of 18 inches for c.ontrol wires. Provide minimu-n cover of 12 inches for non-pressure lines, Pipes installed in a common trench shall hove a 6 inch minimum space between pipes, BACKFILLING Backfill material on all. lines shofl b<, the some as adjacent sol! free of debris, litter, and rocJ.;s over ½-inch In diameter. Backfill shall b1 tompecl in 4-inch layers und.er the: pipe ond 1uniformly on both sides for the. ful Width of H\e tfen.ch and the fuH length of the pipe . .BPckfi/.I materials shall b.e. sufficiently damp to perrnit thorou9h compaction, free of voids, Backfill shall b.e com~iacted to dry density equal to adjocent undisturbed soil a.nd shal.I conform to odjocerit groqes. Flooding in lieu of tqmping Is not allowed, Ur,der no circurns!onces shall truck wheels be i.rned to oorhpdct backfill. Provide sand b•ickfill a minimum of 6 inches over and under oil piping under· paved areas. PIPING Piping under ei<sting pavement may be ir,stalled by Jocking, boring, or hydraulic driving. No hyd-aulic driving is permiUed under asphalt pavement. Cutting or breaking of existing pavement is not permitted. Carefully inspec1 all pipe and fittings before instaHatloh, removing dirt, scale, burrs and rearnhg. Install pipe with all markings up for visliol Inspection and verification. · D, Remove. all denied ond damage'd pipe sections. E. All lin<;;s sholi hqve o minimum clearance of 6 inches from each other and 12 inches from lines of other trodes. F. PPrallel lines sMII not be installed directly over eoch c.ther. G. H. In solvent welding, use only the ,;;pe.cified primer and solvent cement and. make all joints in stri>:t occordance with the manufacturer's recornms1nd.ed methods including wiping all. excess solvent from each weld. Allow solvent welds at least 15 minutes sett? time before moving or handling ond 24 hours curing time before filling. PVC pipe shall be installed in a rnonner which will provide for expansion and contraction os recommended by the pipe manufacturer. Cenlerlood all pkistic pipe prior to pressure testing. J, Ail threaded pla,tic-to-plastlc connections shall be assembled using Teflon lPpe. K. For plostic-to-tnetal connections,. work .the .111<!l\ol conn~cUons first Use a non-hardening pipe dope an a!I threaded plcistic-to-:metal connections, o~cept where noted otrerwise. AIJ plostic-to-melal connections sholl be made With plastic female adapters. L. All solvent weld moinline piping ls lo be secured with minimum one cubic foot thrust blocks at PII directional chonges. Bell anq gasket pipe to.haye a Leemco joint re1troint system .installed on oll fittings in lieu of thrust blacks, 3.05 CONTROLLER A. The exact location or the controller shall be appro.ved by the Landscape. Architect or Ow11er's aqthorized representative before instollotlon. The electrical service shall be coordinated with this loca.tion, B. The Irrigation CQntractor .shall be responsible for the final eiec\rical hook up to the irrigation cmtroller, C. The irrigation S}Stem shall be programmed tq op!;lrote during the periods of minimal use of the design oreP or in occordonc.~ with the irrigolion schedule provided. 3.06 CONTROL WIRIIJG A. Low voltage cortrol wiring shall occupy the sorne trench and shall be instdlled along the sam1e route os the pressur<i supply lines whens1ver possible. 8. Where more tho1 one wire is placed in d trench, the wiring shall tie taped tog,:,ther ln. a bindle al intervals of 10 fe(!\. Bundle shall. be secured to the mainline with io,e ot intervals o.f 20 fee.L C. All c.onnectlons shall b.e of .an. apprav1ed type ord shall occur In 9 valve box. Provide an 18 inch service loop ot each cormectan. Cl. An expansion loop of 12 inches .sholi be provld.,d at each wire connection ond/or directional change, ond one of 24 inches shall be provided at each remote control valve. E. A conUnuous rµn of remote control valve. prior opprovol. wire shall be used between o controller and each Under no circumstances ah □II splices be used without F. Pull boxes for the low val\oge control wlres shall be provided nl o s,P,acing of 480 fee! on center along the wire route. An expansion loop of 24-Inches sholl be. provided at e0<;h c;pntrol wir.e pull box. 3.07 VALVES A. Autornotic control valves, manual valves, gate voives, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be instaHed in shrub areas whenev<1r possible. C, Install all valves as lndicated. in the de\qil drawings. D. Valves to be installed In valve boxes shall be ins\dlled one valve per box. 3,08 VALVE BOXES A. Valve b.oxes shall be fnstolled In shrub areas wrenever possible. 8, Each valve box shall b.e instol.led on a foundation of 3/4 inch gravel backfill, 3 cubic feet rninirrium. Valve boxes shell be Installed .with their tops ¼-inch ab9ve -\he surface of surrounding finish grade ln lawn areas and 2 inches Pbove finish grode in ground cover areas. 3.0\'.l BASKET STRAINER A. Install basket siroiner Unit os lndicoted in the detail drawings, 8, lnstdll bosket strainer ot location approved ln the fleld and at height required by local code,;. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be Installed as indlcoted 01 the drawings. 8, Spacing of heads shall not exceed rnoximum indicated on tl7e drawings. C, Riser nipples shall be of the some size os lhe r:ser opening in the sprinkler body, D. Pop-up sprtnkler heads shal: nal be installed us'ng side outl,et openings. 3.11 MISCELLANEOUS EQUIPMENT A. lnstoll all assemblies specified herein ocqording lo the. r.,spective detail dratiings or specifications, using best standard practices. 8. Quick coupler valves shall b.e set_ opproxlma\ely 12 inches from walks, curbs, header boards, .or paved oreos where applicable. C. Uhless designed as an integral part of the. irrigation hsod, onti-dro.iri valves will be instolled under every head. The anti-drain valve will be the same diameter as the rls.(;r anq b!l integral to the ris.er assembly. D. Install roih sensors os indiooted on the drawings and as recommended by the manufacturer, 3.12 FLUSHING THE SYSTEM A. Prior to installation of sprinkler no,:;des, the valves shall be opened and a full head of water used to fh,sh out the lines and dsers. 8, Sprinkler nozzles shall be installed after flushing the system hos been completed. 3.13 ADJUSTING THE SYSTEM A Contractor shell adjust vafveJ'l., align heads, ond cheok coverage of eoch system prior to coverage test, B. if H is determined qy the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to providei proper coverage, dll necessary changes or adjustments shall be mode prior lo any planting, C. The entire system shall be operating properly b~fore any plo,.nUng operations commence. D. A\Jtomatio control valves are to b.e adjusted ,;;o that the sprinkler r,eods operate al \he pressure recommended by the rn1nufocturer. 3.14-TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be c.overed up or enclosed until it hos been observed, tested ond accepted by the Architect, Owner, and governing 09encies. 8. The Contr9dor shall be solely responsible /or notifying the .Architect, Owner, and governing agencies., <J minimum of• 48 hours in advance, where and when the work is ready for testing. c. When the sprinkler syst<1m i~ completed, the Car tractor shall perform a coverage test of each system in its en lirety to determine if the waler coverage for the planted 9reas is complete and adequate 1n 'he presence of the Architect. fa ~~~,...----.,,,.~~ 05/05/17 RLA /' \ MINOR CONSTRUCTION CHANGE / . '---"...._,,~...._,,~.....__,,,... / . . . /.<:..~ /#},$ J, ~~ 1,t,•,~_p, o., lfflf ·11~ b-\~ (OJ ,;i ms=-••• ff>,\ {c,,ir.) J. ........ ,-, .. ~, OS/Jl/19 i,41 R!\cAl(H OR ')'; . • sum 200 _Cf> rA1 -·~·~ mm,, cA noJij .. DAT!'. !NrllAL · !4!.Zil.llll REVISION DE'.SCRIPTIO.N RJOGclHOA\ DEelGN!oR OF WORK D, The Conlrootor shall furnish all moteriols ond perform all work required to correct any inadequacies •Of cover-age due. to devfations from the plans, or wh.ere the sy~le.rn ho~ been_ wilfully ins.lol(ed. as Indicated on the drawings when 1t Is obviously inadequate, without bringing thi.s to the attention of the Architect This test shat! be a9cepted by th.e Architect and occornpllshed before starting any pion ling. E. Final inspection will not aommence without record drawings as prepared by the lrrigaUon Contractor. 3.15 M/\INTENANCE During. the mointenan<;e period the Co_ntroctor S~?ll ad]us,t _ Pnd maintain the irrigation system In a full.y aperat1onal cond,uon providing complete irrigation coverage to oil int.ended pkmtings, 3.16 COMPLETION CLEANING. Cleon-up shal) be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, ail .walks and paving shall be broomed, and any damage sustained on the work of others shall be repPlred to original conditions. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA# EXP. DATE REVIEWED BY, INSPECTOR DATE e, .... ~.\; I sr~~:r I CITY OF CARLS.BAD a SHEETS i\ nl::,;-,_,_ PL~NC OIVISIOI:l..,_,_.. . . a _,,2{Jz5 LANDSCAPE IMPROVEMENT PLAN'.CFOR: ~ LEGOLOAND-WATER PARK 1 LBGCJLAND DRIVE SPECIFICATIONS I APPROVED.: ~ ~·e\\.J,\: I 3.:1',.,•\J • DATE PLANNING .. INlliAL IN\llAL OR\1/N BY;_1&,LA -I PROJECT NO. DRA'/IING NO. DATE DATE SOP 16•25 499-?L onirn APPROVAL Ci'Tl' APPROVAL CHKP SY: RS I CDP 1R-48 1 SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparc:ition. B. Planting. C. Stakfng. D. Sodding. E, Cleon up. 1.02 RELATED WORK A Section 0281'1 Landscape lrriga Lion System. 1.0.3 QUALITY ASSURANCE A. Source Quality: 1. Submil documentation at least 60 days prior to planting that all plont materials are available. Materials ore subject (o inspection after confirmation qf ordering, 2. Materials ore subject to inspection at ptoce of growth 9nd upon delivery, for conformity to speclf!cotlons. Inspection, approvof and rejection con oleo toke place ot other times during progress of work. 3. R!lquest, in writing, inspeclion of plant materlofs at ploc;, of growth, Identify place of growth, ond qu.ontity of plonts to be inspected. 4. As described in the plonting notes for tree togging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and Select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to inslo!IOtian subrnit for review and opprovol specifications and product Information on items being used on pr-ojecL Subrnit bound with list of items as c:.over sheet. Conform to Section 01300. 1 .. 05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in originol unopened CfJntainers beoring mon.ufoc.\urer'e guaranteed chemical analysis, name, lrode mork, and conformance to State low. EL Provide copies of receipts for all amendments specified in these specifications or in the Salls R¢port. C, Oeliver plants with legible idenliffcotion labels •. Lobel trees, evergreens, bunoles of containers of like shrubs and groundcover plants, State correct plant name and size indk;oted on plant list. Use durable waterproof labels wlth wotar-resistont ink wh,ch will remain legible for at least 60 days. D. Protect plant male.rial during delivery to prevent domoge to root ball ar desiccation of I.eaves. E. Notify An;hltect 7 days ln advon.ce of delivery of pion\ moteriols and submit itemization of plants in each delivery. F. Store plants in shode and protect from weather. G. Maintain onq protect plant material in .a healthy, vigorous condition. H. E'.xen;lse care in hondlin9, loading, unloading and s\orlng of plant m □lerials. Replace damaged malenols. 1.06 JOB GONDITI.ONS A. Perform actual planting anly when weather and soil conditions ore suitable In occordonce with locally accepted practice, B. Coordinate this work of this section With instollotion al underground irrigation system, utilities, piping and watering heads. 1.07 SAMPt.ES AND TESTS A. Arch1tect reserves the right to t.ake and analyze samples of materials for conformity to specifications. Provide samples for testing upon request Remove rejected materials from site Immediately upon rejection at no odditlonal cost, Testing costs will be pol,;I for by Owner if rnoteriols prove to be in compliance with specifications. B. Prior to ,:,mending soil$, contractor shoil hove soil tested for agriCuliurol suitability os described iri pionling notes. C. Provide. 1 c1Jblc foot sample of medium grind topping mulch to Architect for review and opprovol. 1.08 GUARANTEE A. Guarantee moteriols against poor., inodequote, diseased and inferior· materials and workmanship for one year after 90 day maintenance agreement expiration. Port 2 -PRODUCTS 2.01 MATERIALS A, The following organio, soil amendments ond ferUiizer ore to be u9ed for bid purposes only, Specific amendments and fertilizer will be selected ond specified after rough grading qperotions are complete ot1d Contractor hos hod soil samples tested. 8. Provide standard, approved and first-grade qu"ii.ty materials, in prime condition when installed ond accepted. Deliver commercially processed ond p-ockaged moteriol in m.an1Jfocturer'•s unopened coQtoiners bearing the manufocturelr's guaranteed analysis. Supply a sarnple of all $Uppiied materials occompanled by onalyticoi dota rrom an qppraved laboratory source illustrating compliance, or bearing the manufacturers guaronteed analysis. C. Organic Amendment , 1. Nitrogen Stabilized: 0.56. to 0.84' percent N based on dry weight for wood residual or rice hulls. 2. Particle Size; 95 to 100 percent possing 6.35 mm stondard sieve; 80 to 100 percent passirig •2.::13 mm standard sieve. ,3, Salinity: Ensure that saturoUon extract conductivity does not exceed 3.5 mi!limor1s per centimeter dt 25 degrees C. os determined t,y saturation extract method. 4. Iron Content: Minimum 0.0.8 percent dilute acid soluble Fe an ,;iry W(;>ight basis. 5. As.h: 0 to 6 percent ,;iry weight. 0. Soll Amendment: 1. Soil Sulfur: A;Jricultyral grnd.e suifur qontainihg mfntrnum af 99 percent sulfur expre~sed as elemental. 2. Iron Sulf,:,te: 20 percent iron expressed as. rnetollio iron, derived from ferric and ferrous sulphate, 1 O percent sulfur elxpressed os elementol . .3. Coldurn Carbonate: 95 percent lime as derived from oyster shells. 4. QYPsurn: Agr1:ullural grade product containing 98 percent rninimurr, calcium sulph<Jte. E. Fertilizer: 1. Plantrn9 Fertili.er: pelleted or granular forrn consisting of the following perce1ts by weight and mixed by commercial fertilizer supplier: 6-niirogen, 20-phqsphoric acid, 20-potash. 2, Planting Tablets: Provide sl6w·-relea'se type with pot en Uol acidity of not more th.an .';) percent by weigh! containing the following percents by weight of n . .Hrients listed: 20-nitrogef], 1 Q-phosphoric ocid, 5-potash, 2,6-combined calcium, L6-comb1ned sulphur, 0 . .35-iron elementol frqrn ferrous sulfote. Proside in 21 grom tobl<ets. monufactured 2y Agriform, or other approved. 3. Hydroseeding Fertilizer: . provide ammonium phosphate which .,;;onsists of the foilow.in9 percent by weight ond mixed by .a comrr,,f;lr-cJol fertilizer suppli,r: 16-riltr<igen, 20-pho~phoric qcid, Q-po\o;,h, 4. Pre-Sod fertill!er: Provide type consisting of the following percents by weight and mlx.ed by a commercial fertilizer supplier: 16-hydrogen, .iO-phosphoric o<:i<:i, 8-potosh. 5. Sulphate of potash: 0-0-50. 6, Si11gle super-JY7asphote: Comm<,rcio[ prqdw:;t <;ontainin9 18 to 20 percent ovailatle Phosphoric Pentoxide, or other approved, 7. LJreo formo/detyde: 38-0-.0, . 8. Hydroseeding fortHizer: provide qm9nium phClsphate which .consists of th.e following .percent by we.ight ond mixed by a commercial fertHizer ,i.upplier: 16-nttrogen, 20-phosphoric. odd, O"-potosh. F. Import cir Amended Top Soll.: .. Ensure sHt plus cl.oy content of top son does not ex,::eed 2:l percent by weight, with a minimum 95 percent passing the 2.0 mn sieve, Do not a.Uow the sodiurn. obsprption ratio SAR to exceed 6. The electrical conductivity ([CE) of t.he sa't.uratlon extract cannot excee.d J.0 milllmohs per centimeter at 25 degree!l C. Ensure boron content is less than 1 port per million as rneo,s(.lreo o~ the saturation extract. To ensure complionce with .th·ese requirements, submit samples of sol! far analysis prior to, and following backfillil1g. G. Plont Moteriols: 1.. P,o.vide plant noteriols in accordanc.e with State Deportment of Agrioulturc1's r€gulot[an for nursery inspeqtion:;, ru.les and ratings. Provid9 plants with a no.rmal hol;llt of .growth, sound, healthy, vigorous and fre<> from inse9± .infestatl,ins, pl.ont diseas.es, sunscalds, and ather disfi,uri:,merits ... ~rrsure .tree trunks or.,. sturdy qnd have well hardehect systems and. vigorqp$ dnd. fi~routt roqt systern.s which are not root o-·pat-bound. In. the even_t. .of .disagreement ,os -to cqndition of roof system, ih" raqt. conditions of the furnished plqnts in cont.oiners viii be determined by removal of earlt\ .from \h<o roots of not less thm two plants, or more than 2 percent of the total number of plarts of eoch species or y,:iriety. Where container. grown plants are from several sources, roots of not less than two plonts of eac.h. specie; or variety from each source will be ln$pected. In the event \hot the somple plonts lnspe.:;ted. are fqund to .be defective, the mtire lot_ or lots of pion ts represented l:)y the defective. sornpes moy l:>e rejected •. Plants renderec! unsuitable for pion ting slue t1 thls Inspection will be considered samples anq Villi be provided at no cost to the Owner. . . 2. Size of plants will correspond with that normalJy expected for spedes and .v.criety cit commercially qvqilqbLe nweery stock or as specified on drawing~. The .mlnimL!m ocdeptoble size of plants measured. before pruning wit.h .the bronche.s in normal position, must conform with the measurements specifieq In plant list If opprpved by The Owner, larger 'sl~ed plants moY be used, but without additional cost .. If 1.orger plants are approved for use; th:<, ball of earth lf spread of roots far each plont will be increased proportionately . .. 3. Plants not meeting requirements of these speclficotions ore considered to 9e defect\ve wliethe.r in place or not; They must be immedlately rernoved. and reploOed with new occeptoble ond approved plants of the requirE!d sizEl, species and variety at no additional cost lo the Owner. 4, Prwling: Dq rot prune, trim, top or alter the shope of trees ar plants except 1s approved. 5. Provide plant noforiol true to. botonicol and comm.on name ond variety as specified in Ann.oialed Checklist. of Woody Ornamental Plants in California, Oregon and Washington, published by University of Coilfornlo Schoof of Agriculture (totest edition). 6, N.urs<1ry Grown. and Collected Stock: . Grow under climallc conditions s!milor to th<;>$-s in loc,□!ity of lroject; 9ontoiner .grown sloe~. in vigorous, heoltl1y cond1t1on, no.· root-:_bound or with root system hardened off. Us.e only liner stock pJarrt material which is weJI established in removoble cont.ainers or formed homogeneqws s.ail sectforis. 7. Sod: Provide. f./orothon II or approved equal. 8. Select trees which are aestheJicolly desirol,le and are goqcJ examples of the ,;pedes. Trees with goshes; misshapen trunks or branches, topped leaders, s\ruc.t~rql defects, badly crossed branches, or other visual defects Nill not be occ@pted, · 9. Seed: Label seed and provide in sealed. containers with signed 'copies frorn vendor •certifying that e.och conlalrier is fully lo.beled In compliance with State Agricult\Jrol Code and is i.n cqrnpli.once with minimum reqvirements .of th.es.e. sp.ecificotions. Wet, moldy or damaged seed will nol: be permi\\ed. Provide .. seed rnix per plan. H. Hydraseeding Fiber Mulch: Provide Hydro-mulch as rnonufoclured by Conwed, or other ~pproved equal, composed 6f Wood cellulose fiber and containing no g~rrrinotion or growth irJhibiUng foctars, Ensure o c6nsis\ent texture whichdisperses evenly ond rem.ai.ns su$pen.ded in 09lta.te<;i waler. Provide with a temporary green dye arid the following percentage properlr anol ysii,r moisture content 9 pl.µ s or minus Q,(3; 3 o.d. basis; or9on1c matter 99.2 plus or minus 0.8; ash conten( CJ:,8 pl1Js or minus 0.2; pH 48 pius or minus 0.5; waler holding capacity (grams of H20 per 10Qgrarns of fiber) 1150 minimum, I. Hydroseeding Additve (Binder): Provid.e Ecology .Contrai~M-Binder organic seeding additive, .J. Guying and Staking Matgriols: 1. Wood Tree States: l9dge pole pine, full treote<:J with Coppernaphlhdnote Wood Preservative in strict a.ccorddnce With FS TT~ W-572 Typ, I, Composition B, 2 inc.h minimal normol size diameter by 10 feet long, na split .sto~es, 2. Ties: Provide rigid. tf<1 stock No. GT, size corresponding lo tree box size as rnanufocturei:I by VIT Company or other approved. C. Lcty-Out: Mark lacaHons for p!onts ond outlines af areas lo be planted before any plant pfts are dug, Goin City oppr,:ival. If undergrauno construction or u.tility lines ore encountered in lhe excovatlon of planting areas, othi,r locotlons for plqntIng moy be selected by Owner. Accomplish loyout with flogged grade stakes indicating plant names and specified container size on each stoke. Confirm location and depth of underground utilities and obstructions. K. Tree Paint: Provide Morrison Tree Seal, Cat;,ot Tree Paint, Jr other approved. L, Woter: Provide clean. potoble water. M. Mulch: Provide dork brown, rnediurri grind bar"k, consisting of organic, fibrous, wooqy bark m.ixture 6f v.oried particle size such that 90 to 100 percent passes 1 inch sieve, 80 to 100 percent posses 1/2 Inch sieve, and 20 to 60 percent posses t/ 4 Inch sieve, or approved •qua!. M1Jlch sh.oil be free of contaminants and weed seed and shall hove o pleasant mu,ty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construct:on materials will not be permitted. N. Wood Headerboords: 1. Provide 2-inch by 4-inch pres:;ure treated Douglas fir :ir redwood canstrucUon grade heoderboards. Mak.e splices Wit.h 1-inch by 4-inch pieces na less thon 12 inches long. Place 1 ~inch by J-inch by 16-lnch stokes at intervals of riot more than 5 feet. Cut stake); level and set below top .of heoderboards. 2. On. sharf turns and curves, four ½-inch by 4·-ihch laminated boards, or two · -inch by 4-inch lomfnatecl booros may be perrnitted. 3. Nail sto.kes and splices with galvanized common nails, Noil as r.equired fo;-solid instollation. . 4. Provide header as shown an. drawings,. le.id true ta line ond grode, protect in-place adjacent improvements, shrubbery and other propertlo,s. Place ;,tokes on ground ·cover side of header. o. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Oeep Root Corp., (800)458-766<1. Install at all trees within 5' of concrete paving, curbs or mow strips, or os shown on plans, Install. barrier with vert!co! ribs facing toword the tree and with the lop edge ½" above finish grade" Port 3 -EXECUTION 3.01 INSPECTION />,. Obtain certlfitotion that final 9rodes lo 1/10 faat hove be€11 established prior to ,;ommenclng lon,;iscap:rng op~rotlons. Provide for inclusion of all arnendmen.ts, settH119, etc. Be responsible for shaping all planting areas os indicated on drawings or as required. 8. Inspect trees, shrubs ond liner stock plant rnoteriol for injvry, insect infestation an'd trees and shrubs for Improper pruning. C. Do not begin planting of trees until deficiencies are carrecte.d or plants replaced, .3,02 PRE:PARA.TION A. Soil Preparotlan: 1. After proper finished grades have been verified or estotllshed, cross-rip oH planting areas to o depth of 12", condition and fertilize soil in accordance with .. recornmen.dotions of son testing laboratory ond as approved by Owner. Th.e following. Is for bld purposes only. Unlfgrmly spread and cultivo!e ornendrnents thoroughly by meons of me;;:hqnicql tiller into top 6 inches of .soil. ApplicGtkm rotes/· er 1,000 squar,;i feet: Nitrogen stabilize . organic amendment 4 cubic yords 16-16-16 Commercial Fertilizers 15 lbs. Agricultural gypsum 100 lbs, Soil sqfphur 20 lbs. 2. At time of planting, ensure that top 2 inches of oil anos to be plqnted qr seeded are free of stones, st1Jmps, ond oth-0r deleterious matter 1 inch .In dlqrrieter or larger, ond free from wire, plaster, concrete; wood, and similar materials which would cause hindrance to planting or molntenonce. 8. Final Grades: Make minor modifications to grade as rnay be neces.sory l.o establish ri,qwir~d tina.I grode. Ensure. that finish g,ode provides proper droinog<l of lhe site and surfo,;;e drolnoge Is away from building. Final grades are to be .1 inch below odjocent paved oreas, sidewalks, valve boxes, headers, clean-outs, dral:ns, rnonholes, etc., or os shown on drawings or required by 9Hy. Eliminate erosion sc.ars prior to commencing main ten once p-eriod. 3.03 PLANTING INSTALLATION A. Generol: 1. Perform actual .plahUng only during those periods. when weo\her and sail coridltions are suitoble ahd in accordance with localy accepted practice, as approved. 2. Distribute In plantin9 areas only os many pl<.mts as can be plonted and watersld that some dqy. 3. En.sure tbat containers v;hich are opened and plants rernoved are handled wi\h core such that boll of earth surrounding r:Jots is no\ broken and tho.t plants are planted ond watered immedote!y. Oo not open contoiner~ prior to placing plants in planting ctreo' ~ .. operation cl . e irrigation 4. Th p Ion ting. system B, Pre-Plant Weed Control: shall be and approved prlar to 1. U a a 2, C se a non-\-;elective systemic contact herbicide os recommended and pplied by an op.proved license.d landscape pest control advisor ond pplicator .. Leove sprayed plants Intact for at least 15 days. lear and remove these existing weeds by mowing or grubbing off all lant ports ot leosJ 2 inches below surface of soil over entire oreos f o be planted. fter irrigation system ls operational, apply water for 'O dqys :5. A ( w 4, M 1eeded to achieve. weed germlnotion. Apply contact herbicides oit Q$ needed before planting. Repeo! as reqL1ired. ainta!n weed free site until acceptance by Owner. fa as and E. F. ( . . ~f3~~~~ 05/05/17 RLA ',\ MINOR CONSTRUCTION CHANGE / . . . ~ ~'-..A,._../~'-..,-'-._..,,.............,✓ ·.~~ ,.~----=•=•u-.~-~•"' . --·~•-~-= '4~~ ~--~ ,.,,........_ t-· All! \>J).\ olimls /JJ am &EIE.\i(H UR _ ....... --.--·w $ . SULIE Joi , ..... IRlfiE • (,\ 91,fi OATE INITIAL i4ilii.111J REVlSION OESCRIPTION RIO~HA.CQ/l O.€SIGNER OF WORK Pion lin9 of Trees and Shrubs, . . . . . . . , . 1. Strip and stock approved e~<;ovobon f.or plont1ng w.h. rch I.s e.ncountered wIthIn. oreos for irenches, tree holes, plant pits and planting beds, 2. Remove from site ex.cess soil generated from planting holes ond no! used for bockfilling. . . . . . . • . 3. Protect areas from excessive compac.t1on when truckrng plants or other moterrals to planting areas. 4. Provide. excovoted hol.e.s With. vertical side.s with ro.ughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root ball for oil trees and shrubs. 5. Cut cans on two sld.es with occeptable can cutter only. Do not. Injure root ball. Superfldolly loosen edge roots on three sides after remavir:g frorp can. 6. Remove bottom of planl boxes b1Jfore planting. Remove sides without domage to root ball ofter positioning plont and partially bocl<filling. 7. 8. 9. Cet1ter plant in pit or trench. Foc."e .pion ts. with. fullest. gro.wth. into prevo. iling. wind. Set. plant plumb ond hold rigidly in position until soil hos be.en firmed around boll or roots. 10. Backfill container plants with: 6 pads by volume on-site so.ii 4 parts by volume organic omendment ·1 pound 6-20-20 fertilizer mix/cu. yd, of mix 2 oounds iron sulfate per cublc yard of mix Note: The above is for b.id purposes only. Specific backfill recommendations are mode as a result of the soils lestin9 described on the planting. pion. 11. Raise all plonts which settle deeper than the surro1Jnoing grode. After plant hos been place,;!, add sufficient bock/ill to hole to cover approximately 1/2 o.f root ball. Add woter to the top ond thoroughly soturate :oot boll and adJacent soi!. 12. After woter has completely drained, place plantmg tablets: 1 tablet per 1-gallon container 2 tobfets per 5-goilon container 3 tablet.s per 15-gallon container 4 tablet$ pet 24 Inch oox 5 'l:ablets per 30 inch box 6 tablets per 35 inch box 7 toblets per 42 inch box 8 tablets. per 48 inch and larger boxes . . . . . Set plontin9 tablets with eoch plant on top of root ball while p_lants ore still rn their con to1ners so the requiri,d number of tablets con be venf,ed, 13. Bad,;fill remainder oF hole and lamp firm. Construct on earthen b.asin around eoch plant ofter bocknllir1g. Provid':'. basin of depth ~ufficlent to hold. at. lea.st 2 _inches of water. Conslrvct basins with amended back,1II. Remove basm lfl orl turr areas ofter initial watering. 14. Limit pruning to minJmum ne<:;e~sary. Remavs'J inJu;ed twig,; and bro,nche7, Pnmlng may not be done prror \o delivery of plants. Pain, c•Jts over 3/4 rn.ch In drometer with tree pain!. 15, Stake trees immediotely ofter planting. Install stokes plumb. 16. Do not bring iron sulfate into o_ontoC\ with <;oncrete surf?c;es d~e to potential staining, Contractor is responsrble for cleaning or replacing stained surfaces. Planting Groun.dcover: . , 1. Ensure that groundcover remains in the flats until transp[ontlng. Flats so)! must conta.in sufficient moisture. so it will not fqll o.part wh.en lifting plants; 2. Plant groundoovers in straight rows evenly spaced unless shown otherwise, ond ot intErrvals. required by drowings. Use triangular spacing unless otherwise noted on drOwings. . . . 3. Ptont each rooted plant with lb proportionate: amount of flat soil. Immediately sprinkle after piantmg until ent.ire qreo Is soaked to full depth of each hoie. Protect p!ants from damage and trampling. Hydroseedlng: 1. lnsto.II ldrge trees and shrubs (5 gallon ond larger) If they occur Ir; l1ydroseeded ore.as. 2. fnstoli trees. and shrubs (1 golion) and groundcovers from flats if they occur in hydr<,si,eded oreos. 3, Provide seed mixes os shown on pion. 4, Apply .hydro-seed by on approyed hydro-mulch c'?mpony. . . . . 5. Apply In a form Of slurry cons1strng of ce.llulose frber, .seed. chem:col odd1trves, commercial fertilizer dr1d water .. Whim hydraulically sprayed on soil, ensure lhot hydro -mul.ch forrris o blotter llKe groundcover impregnated uniformly with . see.d end fer\ilizer ond ollo.ws the absorption of moisture and rainfall to percolote to the underlying soil. 6, Prepore \he slurry at the site by firs\ adding wale: \o the t.onk when the en51ine is at half throttle. When water level hos reached height cf ag1totor shaft, provide full circ1.1latran, then add seed, followed by fertilizer, lhen mulch .. Only odd the mulch to the mixture ofter the seed and the t<Jnk is at least 1 /3 filled with water. By the· time the tank is 2/3 ta 3/4 full, all mulch shoil be in. Commence spraying immediately when tonk is full. 7. Spray y,,Jth unifonn visibl~ coot by u.sing the green color as a gu_ide, .. Apply t~e slurry in a sweeprng. matron, In on orched stream so as lo foll ifke rain allowing the wood fibers to bUild on each other until a good coat Is achieved ond the material is spread ot the required roles. 8. Remove sl.urry not used within two hours from the site. 9. Fill out the doily. worksheet.s by the. nozzle man, with the t9liowing inforrnoHon: Seed type and amount, mulch type and omount, numt;,er or laad.s and omount of water, seeding additive type ond amount, oreo covered and equipment used, copacity and licem,e number. APPROVED FOR PLANTING AND CONTINUED ON NEXT SHEET IRRIGATION.ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA# EXP. DATE REVIEWED 6Y, -· --S~,~,m,,mm,,,,,,,,.,. INSPEC10R OATF ~ SHEEIS 11 "" . .. -~ .. ~ CITY OF CARLSBAD, ,!;.,.,, .... ,..,_ 9 .,,2tl'25 Plfa.NNING DIVlSION """'-='"'"' -, ..... -.~ -, __ ,,, LANDSCAPE IMPROVEMEtH PLANS FOR: LEGO.LOAND -~YATER PAl~K 1 LBGOLAND .DRIVE ,.,,........_~---~~ $PEOIFICA TIONS. -~- YON-~· ~-~ APPROVED: (¼/J. C:r, t:.IIA_ s.11-a, V1 PLANNING DATE I PROJ~CT ·~:· · · 1 DRWN BY:.Je!filLA_ DRAWING NO. O.ATE !NJW\L DA11; lfll~AL $DP 16-25 CHKO BY: RS 499-?L OTHER APPRO'IAL Cl rt APPROVAL CPP.J6·4 1 10. Da rmt allow any slurry \o be sprayed inlo onv reservoir basin or drainage ditches, and chonnel c which moy impede the flow of roin or irrigation water, Clean op any spilled slurry. 11. ,After opplic□lion of hydro-rnolch, wash excess moteriol from previously pion ted materials and architeclurol feotures. Avoid washing or eroding mulch materials, 12. Ensure that application equipment hos o built-in agitation syst;;m ond operating copacily sufficient lo agitate, suspend ond mix a slurry containing not less than 40 pounds of fiber mulch plus o combined toloi o.f 7 pounds fertilizer solids for each 100 gallons of woler. 13, Slurry distribution fines shall be large enough to prevent stoppage ond shall be equipped with a set of hydraulic spray nozzles which will provide o continuous n.on-fluctuoting discharge. Capacity reauirement is 1,500 gallons, mo4nted on o troveiing unit, either self-propelled or drawing by o separate unit which will place slurry tank and nozzles within sufficlent proximity of areas to be seeded, 14. Hydraulic equipment us~d far pesticide applications s~all consist. of a clean 150 gallon capacity fiberglass tonK., complete w1.th mechanwal agitotion. Pump volume shall be 10 gallons per minute, whil<, operating at a pressure of 100 poun<Js per square irrch. Distribution lines shall be large enough to carry lhe volr;me of water· necessary for even chemical distribution. Sproy nozzle must cover d 15-foot swo(h, with a minimum output of 5 gallons per minute ot 80 pounds per square inch. C. Sod Planting: L Rernove rocks, weeds and debris frorn oreos to tJe $Odded. Work up soil to o depih of 6 lnchee;, ond break up oil clads; 2, Carefully smooth all surfaces to be sodded, Roll area to expose soil depressions or surfoce irregularities. Re-grade as requir<,d. 3. Spreod turf fertilizer 16-20-0 onto .sail evenly at ra\e of one povnd per 100 souore feet of lown area. Rake ih lightly. Be sure soil is level ond smooth bsfare laying sod. Avoid laying .sod on bane dry soil. 4. Loy first strip of sod slabs along o straight line use o string in irregular areas. Butt joints tightly, do not overlap edges. On second strlp, stagger joints much as in loying mo.$onry, Use a sharp knife to cut sod ta fit curves, edges, .sprinkler heads, 5. Do not lay whole lawn before wotering, When a conveniently large area hos been sodded, water lightly preventing drying, .Cont,nu<, to roy sod, .and to water until installation is complete. 6. After loying sod, roll lightly to eliminate irregulorilies and to form, aood contoct t,;;\ween sod and soiL Av.oid heovy roller or exc-essive lniliol watering which may cause roll;;r marks. 7. Waler thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeal sprinkling at regular intervals to keep sod moist at all tirnes until rooted. After sod is established, d<,crease freqvency and inc;r;:,ase amount of water per application as necessary, 8. Replace all dead or dying sod with equol material. H. Mulch Cover: Dress oil groundcover, perennial and annual beds with 3" layer of mulch, except 2: 1 slopes and turf areas, 3,04 CLEA~/-UP A, After all planting 9peroUons are 7om!)lete, remove oil trash, e_xcess soil, ernply plant containers, and rubbish trQm the property.. Repair scars, · ruts and other marks in the ground ond leave ground in o neat and orderly condi\ion. 8, Leave the site in o broom-clean condition, ond wash down all paved areas within the projed site, Leave walks in a clean aild sofe condition. 3.05 OBSERVATION SCHEDULE A. B. Motify Owner in advance far the fallowing inspection:,, according to the time specified: L Pre-Job conference -7 days, 2. Final arode review -48 hours. . 3. Pion t "rnateriol review -48 hours. 4. Plant layout review -· 48 hours. 5. Soil preporot1on and planting operations 48 hours. 6. Pre-maintenance -7 days. 7, Final inspection -7 dqys. No slte visits shall commence without all ,terns noted in previous observation reports either c<Jmpleted or remedied unle~s such cornpliance hos been waived by the Architect. END OF SECTION SECTION 0.2970 LANDSCAPE MAINTENANCE Part 1 -GE;NERAL 1.01 SECTION INC(.UOES A. 80 day maintenance, 8, Weeding, C. Fertilization. 1,02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 ·-Landscape Irrigation. B, Section 02950 -Londscape Planting. C, SectlOh 02520 -Portland Cement Concrete Paving. 1.03 QUALITY ASSURANCE A. Prov.Ide servlce1 by on experienced landsooping mointerionce company. 1.04 MAINTENANCE PERI.OD A Continuously rrpfntain all site are.as .involved in this contract during lhe progr·ess of wo·k ond during th.~ rnain.tenonce per}ad ~ntiJ find ,o:ceplonce of the work by Cl:y, . lmprop.er maintenance or possible poorcond1t1on of t.he project at the termination of th,e scheduled maintenance period may <;ouse postponement of lhe.flnol co~pletion dote of th<> Co.ntract at no qdd1tionol cost l<J Owner, Continue mo1ntenance. until acceptable to the Owner, 8, Provide sufficle.,t numbers of Workers and oclequaJe equipment to perform work during mdntenance period. C. Ma.intenance pe-iod does not storl until all elements of construction, planting, and irrigation for the complete project ore in acca.rdonce with the contract documents for this project, D. E. F. G, R;;quest an inspection to begin maintenance period ofter all planting and rek;ted work h<S been completed in accardonce with contract docum.ents, Maintenance pe-iod commences os described in written. notification by t.he Owner. Prior ta commencement of maintenanc~ period, .ensure that all g,oL!nd covers ond lawn ar!'las hove been planted and thot oil. lawn areos s.how an even, healthy stand of grass seedlings or sod, grdss having been mown twice, An. Y ... d. ·a·····Y or do,s that t.here is f. a. ilu· .. ·r. e. ··t. o.· .· properly m.o.intai·n ... pkmting.s, .replace suitable plants: perform weed control or matntain hards.cape oreos wH! not 1,e credited os port of the 90 days maintenance. The project ,,vii! not be segmented into maintenance phas.es, Keep paved areas fr.;e of silt, dirt, le.Oves and other planting area debris. Maintain these areas at leost braorn de.on throµgh the du.rOtion of the maintenance p,ri<Jd, deaning .nQ le,;,s often thon once per week. 1.05 GUARAl~TEE AMD REPLACEMENT A. Guarantee: Gl;arantee plant material against any onci Oil pa<Jr, inadequate. or inferior rtwterfcils and workmanship for one year. Replace plants• .found to be dead or In toor conditior\ du.e to· faulty materiol.s or workmanship, ot no extro cost to owner. 8. Replocemenb Replace rnote(iols found to be dead, missing or in poor condition du.rln, the maintenance period lrnmecliotely, . Ttle Architect is .the :sole judge of 6e acceptability of condition, Make replacements of materia.ls within 15 days ofter condition develops ar written notifiaation from Architeot has been sent Architect hos the dgh\ t.o mak.e. emergi;,nr::;y repairs with.out releas:ing Contr,ictor's guarantee and warranty to ArchltecL 1.06 INSPECTIONS A. Request normal progress inspection at least 72 .hours ih odvdnce of an anticipated insFectlon.-lnspsictions. are ag fqllows: 1. lmrnediotel1 prior to commehcemen t of lhls mainten9nece work. 2. Completion of first (90] day maintenance period. 3. Fino! occeplqnce. 1.07 PRO,JECT FINAL ACCEPTAMCE A. 8. Pri<Jr to date of finol inspection,. acquire approved reproducible prints an<,! finally record from the job record se"\, oil changes made during construction and deliver them to. Archllect Deliver 9uaront,es to A.rchiteot Part 2 -PRODUCTS 2.01 MATERIALS A. Ensure thot all materials conform to other sections of these specifications for plonting on{ Irrigation, and as oc¢eptable to Architect. B. Provide manthlr record of oil herbicides, Insecticides and. disease c.ontrol chemicals used on site,, Port 3 -EXECUTION 3.01 MAINTENANCE A Weed ond cul thole all areas at intervals of not more than 10 days. 8. Perform waterlr:g, rnawing, rolling, edging, trimm.lng,. fertilization, spraying, pest control, and clecining qs may be required. D. Street gutters and curbs ore to be included. MaTntain adequofo protection for people ond property, ond be flnandally resporn,ible for damages and in Jude~ .. Mptlfy the Archi\ed immediately should damage occur os a result or mointenonce operations dnd provide repair or remuneration. E. Between the 15th ond 20th cal.end or doy of the main ten once pedod, r_eseed or res.ad all spots or areas within the lawn where normol turf growth ts not evident. 3.02 TREE AND SHRUB CARE A. Wahiring: Maintain a large enough water basin ar,und plants so that enou9h wa{er can be applied la establish mo'1sture through the rhojor root zone. When hand watering, use o water wand ta break force of wo\er. 8. Pruning: 1. Prior ta any pruning abtaiil written approval from \he Architect to proceed. C. D. 2. Trees: a. Prop<Jse tree pruning to the Architect !lhould there be h;i.al th or structural reasons for doing so, including the need to eliminate . . d.iseased or damaged growth, eliminate stn.cturolly unsoun_d g,rowth, r<,duce potenticl for wind toppiing o,, wind d.arnoge, or mmntorn growth within limited space. b. If reqµested b,Y the City provide pr,mlng for aesthetic enhancement according to 'pruning" by Sunset Hook'.;,.. . . , c, Major pruning of deciduous trees shall be during their dormant ,$80SQn. 3., Shrubs: a. The objectives of shrub pruning ar<i the same os fo,r trees; Do not clip shrubs into bailed or boxed forms unless such Is required by the design, . . . . . . . . . . . , b. Make prunlng cuts to laterol branches or buds or flush w1tn trunk. Stubbing wlll not be permitted. Staking an.d guyin9: __ Ensure that slo~es.·. ahd guys remain in ~lo~e throIJgh occeptm\ce .ond monnor to prevent grrdltng of trunks or brononec. and to prevent rrJbbing thot causes bark wounds. All nursery stakes shall be removed. Weed control: Keep approved herbicides. roots, U,;;e mulches germinatlon. all areas free of wee.ds. Use rec◊rnmended legoll y Avoid frequent soil cultivotrcn that destroys shal.iow per specifications to help pr~ven t weed seed E. Insect and diseaI,e control: Maintain a reasonable control with approved moterlals. F. fertilize as ~pecifled by the agronomic soils testing rer;omrnendatians and as follows for bid purposes: L Commencement of maintenance period -6 pounds per 1,000 square feet G. with top dress fertilizer. . . . 2. At end of first 30 days of maintenance period ~ 6 pounds per 1,000 squore feet with top dress fertilt:;;r, 3. At end of maintenance period and at .30 day intervals should maintenance period be. extended for any reason • 6 pounds per 1,000 square feet with fertilizer mix, . . 4. Avoid applying fertilizer to the root boll and base. of rnaIn stem; rather, spread evenly under. plant to drip line. Rotes will vary frorn about a cup of nitrote ferl!lizer ( depending upon nitrogen percent(!ge) arqund ,a rewly installed smoll plant to ot,out 1 /2 pound of actual nrlrogen per tncn of lruok diameter rneosured four feel frorn the ground for mature tr.ees. Replacement of plonts: of a site, condition and cost to the Owner, Replace dead, dying ond mis~ing p!an1ts with ~l~nls variety acceptable to the Arcnltect at no odd1bor al 3.03 GROUND COVER CARE A. 8, Weed control: Control we.eds, preferably wfth pre-emergent herl;iicid_es, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damoge . Watering; Waler .enough that moisture penelrot;;s throughout ro<Jt zone and only <Js frequently cs ls neces:sary to maintain heulthy growth., C. Trash: Remove as it aocurnulates, bu\ no less often than weekly, D. Edging and trimming; Edge ground cover to keep in bounds. E, Replace dead and misslng ptonts at no oddltlonal .cost to the Owner, ::l.04 LAWN AND TURF CARE A. Turf must be well-est9blished prior to final acceptance, 8, Wotering: Water lawns at such frequency as weci!her conditions required to replqn ii;h soil moisture below root tbne, C. Weed control: If needed, control brood leof weeds with selective herbicides. o, Mowing, !, Perform mowing at such times of the doy or w;;ek as rnoy be requested by the Owner so os not to impede the Owner'.s operations. Mowing times may b,a at times other thon normal working hours or days. Perform work at Owner'" convenience at no addHionol cost to the Owner. 2, Cleon ue gross clippin~s during and after mowing, ond remove legally frorn sl e. Use of blowing-type equipment in 1:eu of sweeping or vacuuming is not acoeptable. E. Renovating: 1. If required, rernove thotch by vertlcutting, preferably In the Fall of \he yeor, but otherwise In the Spring. At this tirr,e, fertilize with nitrate and over-s;;ed if heeded, Over-seeding mu.st precede pre-emergent h<"rbicides by at least 4 to 6 weeks. Normollt, thi5 means thot lawns which hove been invaded by crabgrass would be renovated ,and & over~s;;eded in the fall ond treated for crobg0 oss control in the foflol\'lng late Winter. 1 2. Clean up grass dlppings during ond after n:iowing, and rernove legally from site. Use of blowing·-type equ:pment in lfeu of swe;;ping or vac;:uuming is not acceptable. 3.05 IRRIGATION SYSTEM Inspection: Gheck oli systems for proper opernt)o~, . Lateral lfnes must be flushed out after removing the lost sprinKler head or two ot each end .of the lateral. Ad just heads as necessary for unimped.;d coverage and ha oversproy. 3.05 IRRIGATION SYSTEM A. 8, Inspection: Check al! systems fqr proper operot!on. Lo\erol line~ must be flushed out after removing the los, sprinkler head _or two at each end of the lateral. Adjust heads a.s necessory for un1mpede<l covi;rage ond no oversproy. Controllers: Set ond program otJtornotic controllers for s~asonol _, water requirements. Glve Owner a key ta a<Jntrallers ond _1ris\r~ctian OrJ h,ow to turn off system in case of emergency as spec1f1ea In other ~ectlons of these specificat\ans, Repair all dornages to irrigation system ot no a<;iditiorrai cost to the Owner. Moke oil repairs within one watering period. END OF SECTION APPROVED FOR PL.ANTING AND IRRIGATIO.N ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA# EXP, DATE REVIEWED BY: INSPECTOR DATE ;, :~c~;;;;~;~z?t-·-·'-" .... SHEET-CITY OF CARLSBAD SHF,ETS -v-v rv ,, , ~i",. l'l '"' 05/05117 RLA "" 20 ,.,.2025 __,...._,~...._,~,,,, PLANNING DIVISION ---------LANDSCAPE IMPROVEMENT PLANS FOR: ~ =, ··-, .. LEGOLOAND~ '0lATERPARK ~~ ~. ..-" !)<:.. .,. ,;., "" --·~=-~-~-~~-=·"'"'»"~-·· 1 LEGOLAND DRIVE . "'it' .. , ..... SPECIFICATION$ \"' JH -""""---•==--"·-··-=~-~ ('0)] 1 .• /17 r;;ROVEO: e:i-a\A ~-· -'"" ;,, \t,;;i,\ 1 {;,i;p, /,!l:,ffll,2/_ 0841 RmAR(il DR NNINC -, DATE 1um 200 I ~Q\~ ~ DRAWING NOJ IRVl!E • (A 9161? DR'IIN BY: LAlLA PROJECT NO. . DATE INITl>ll. DATE INJllAL SOP 16-25 OAT!: ltllTIAL R" 499-7L !As.lil.!323 REVISION DESCRIPTION CHKO 8Y; ~ CDP 10-48 OCSICNER Of WORK 0 fHER APPROVAL c:!TY Aflf!R:OV/\L L.,,.....:.....,.._._ ., ... ,. ' KIOGHHOM \ WALLS: INTEGRAL COLOR §] CONCRETE DAVIS COLORS PLANTER CURB (800) 356-4848 WALL INTEGRAL COLOR [§] CONCRETE CURB DAVIS COLORS (800) 356-4848 PRESSURE -- [§] TREATED DOUGLAS FIR WOOD RETAINING WALL FENCING: ~ WOOD PLANK -- SCREEN FENCE & GATES §] ROPE NET FENCE -- [fil TRADITIONAL -- WOOD RAILING ~ LOG FENCE -- [§J ALUMINUM -- THEMED BAMBOO QUEUE RAIL WI ROPE LASHING ~ WOOD RETAINING -- WALL SITE FURNISHINGS: I~ §] GIANT UMBRELLA FUNBRELLA STRUCTURE ~ § CABANAS TROPITONE / // , ... ,.,",_ •,~c, .. '··;::1,,,,_ ------- OMAHA TAN, #5084 OMAHA TAN, #5084 DARK BROWN WOOD COLOR STAIN WHITE WASH IN ·< '": <'._ PA• ·---- LIGHT SAND FINISH/ TOP-CAST #05 LIGHT SAND FINISH I TOP-CAST #05 RUFF SAWN PRESSURE TREATED -- MULTIPLE COLORS -TBD NET-NATURAL PAINTED POSTS -DARK WOOD POSTS BROWN TO MATCH EXISTING WHITE PAINTED WOOD DARK BROWN TO PAINTED MATCH EXISTING WOOD MUL Tl-COLOR BAMBOO YELLOW BAMBOO THEME PAINTED DARK BROWN PAINTED WOOD WHITE METAL POST STRUCTURE WITH POWDERCOAT MUL Tl-COLOR FABRIC TBD \ I -- -- -- -- -- -- -- -- -- - EXISTING MAIN PARK PATHWAY COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR PAVING: 11111 INTEGRAL COLOR CONCRETE PAVING WASHED PLAY SAND STAMPED CONCRETE 'PLANKS' NATURAL GRAY CONCRETE PAVING RUBBERIZED FOUNTAIN DRAIN DECK @ WET PLA y I P6I GRAVEL INFILL DAVIS COLORS (800) 356-4848 TBD DAVIS COLORS (800) 356-4848 -- TBD TBD OMAHA TAN, #5084 WHITE ADOBE, #61078 -- DARK BLUE I MEDIUM BLUE ALTERNATING TBD FINISH LIGHT SAND FINISH I TOP-CAST #05 SAND 'BOARDWALK' BY BOMANITE - SEALED MEDIUM BROOM FINISH RUBERIZED DECK 3/4" CRUSHED GRAVEL COMMENTS TOOLED CONTRACTION JOINTS I EXPANSION JOINTS PER PLAN, COLORED AND SANDED PATTERN DIRECTION PER PLAN TOOLED CONTRACTION JOINTS I EXPANSION JOINTS PER PLAN -- NOTE: CONTRACTOR SHALL PREPARE APPROVAL BY OWNER AND LANDSCAP 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND E ARCHITECT PRIOR TO INSTALLATION. [A ~ t~li~-I :. (Slgnirturt) r ~ --07111117 ,t,,.\ ol1i'1il t / 3811 REIEARrn DR ~/;~Exp. Dat-.v- 0 10 20 40 60 f:-OF' CAI.I~ SUITE 200 IRVINE· (A 92613 949.38/.1323 SCALE AND NORTH RIDGElA.(OM \ \ SYMBOL LEGEND ------PA (£)PA TURF (£)TURF FOG n EXPANSION JOINT SCORE I SAWCUT JOINT LIMIT OF WORK PLANTER AREA EXISTING PLANTER AREA TURF AREA EXISTING TURF AREA FACE OF CURB ALIGN ----------------------·----------------- CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF. (1) CONSTRUCT PEDESTRIAN CONCRETE PAVING A, SHT_ 3 (2) CONSTRUCT EXPANSION JOINT B, SHT. 3 (3) CONSTRUCT TOOLED CONTRACTION JOINT B, SHT. 3 (4) CONSTRUCT BAR COUNTER (WHERE OCCURS) C, SHT. 6 ® RUBBERIZED FOUNTAIN DRAIN DECK@ WET PLAY AREA PER WATER 3, SHT. WP-5 FEATURE CONSULTANT -SEE POOL CONSULTANT DRAWINGS (_6) CONSTRUCT UTILITY AREA ACCESS GATE A, SHT. 24 (7) CONSTRUCT CONCRETE PLANTER CURB A, SHT. 6 (BJ CONSTRUCT WOOD RETAINING CURB A, SHT. 5 ® CONSTRUCT WOOD PLANK SCREEN FENCE B, SHT. 6 Qg) CONSTRUCT ROPE NET FENCE C, SHT. 6 & C, SHT. 24 Q_y CONSTRUCT WOOD GUARD RAIL D, SHT. 3 ~?) CONSTRUCT QUEUE RAILING B, SHT. 5 ~ CONSTRUCT LOG BARRIER FENCE TO MATCH EXISTING - (29 CONSTRUCT LOG GUARD RAIL TO MATCH EXISTING - (2§) FURNISH AND INSTALL GIANT UMBRELLA STRUCTURE PER MANUFACTURER'S SPECIFICATIONS -- (1_§) INSTALL 4" LAYER OF GRAVEL OVER SOIL SEPARATOR FABRIC - cw FURNISH AND INSTALL SAND INFILL - Q_§) FURNISH AND INSTALL CABANA STRUCTURE PER MANUFACTURER'S SPECIFICATIONS - ~ PROVIDE TRAY-TYPE ACCESS HATCH LIDS AT GREASE TRAP THAT WILL ACCEPT CONCRETE PAVING TO MATCH ADJACENT. LIDS ARE TO BE - FULLY COMPATIBLE WITH EXISTING GREASE TRAP ASSEMBLY. @) CONSTRUCT POURED-IN-PLACE CONCRETE PLANTER CURB WALL B, SHT. 24 cw CONSTRUCT WOOD PLANK SCREEN GATES D, SHT. 24 A-C, SHT. 25 cw CONSTRUCT CHAIN LINK FENCE WITH BLACK SLATS TO MATCH EXISTING FENCING AT MECHANICAL YARD - THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: (A) RESTROOM BUILDING PER ARCHITECT'S SHEETS. B) PUMP ROOM BUILDING PER ARCHITECT'S SHEETS. (c) CHEMICAL STORAGE BUILDING PER ARCHITECT'S SHEETS. (o) OMIT (E ' FOOD TRUCK LOCATION -PER SEPARATE PERMIT. F > OMIT < G ' WATER SLIDE BY OTHERS. H > LEGO SCULPTURE BY OWNER. < I } ENTRY GATEWAY STRUCTURE BY OWNER. J ) SITE FURNITURE BY OWNER. < K > A.C. PAVING TO MATCH EXISTING, PER CIVIL ENGINEER'S SHEETS < L > OMIT <M> OMIT < N > EXISTING CHANGING ROOM I LOCKER BUILDING TO BE PROTECTED IN PLACE. O> EXISTING PAVING TO BE PROTECTED IN PLACE. ( p } EXISTING FENCING TO BE PROTECTED IN PLACE. GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" NOTE: SHEET 21 REPLACES SHEET 2. DATE RLA# EXP. REVIEWED BY: INSPECTOR DATE w CITY OF CARLSBAD m 05/05/17 RLA f,\ MINOR CONSTRUCTION CHANGE &-i-t, rt~ 1 PLANNING DIVISION 5 LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLOAND -WATER PARK 1 LEGOLAND DRIVE HARDSCAPE PLAN-NEW APPROVED: JW, '(--t"_~)Ae ~•,.11 PLANNING ' -DATE RLA PROJECT NO. DRAWING NO. INITIAL DRWN BY· DATE DATE INITIAL DATE INITIAL SOP 16-25 REVISION DESCRIPTION RS 499-?L DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL CHKD BY: CDP 16-48 IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES CD WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. PERIMETER IRRIGATION NOTE: CD ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF, OR OVER-SPRAY IN ALL AREAS. SYSTEM LAYOUT SHALL APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. THERE ARE NO WELLS ON THIS SITE. OUTDOOR EATING AREAS AND DRINKING FOUNTAINS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. NOTE: PRIOR TO THE START OF GRADING, 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. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACrl LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. 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. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. NOTE: OUTDOOR EATING AREAS AND DRINKING FOUNTAINS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE, DRINKING FOUNTAINS AND EATING AREAS, TYPICAL. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ' CITY NOTE: MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. ' KEYMAP SCALE:NTS / / TEMPORARY PO rABLE WA fEf< P.O.C. LOCATION WITH DIGTRICl APPROVED l EIVIPORNW R/P BACKFl OW DEVICE FOR HIGH LINE WATER FEED. VERIFY EXACT HYDRANT LOCATION IN FIELD WITH DISTf!ICT. (FOR CONSTRUCTION USE ONLY) UI-6 D7-6 I C!)I./ 7 GPM ,'•,1'i,/ MW ,, '' 63' 0) 1" 30 PSI. B 2.£~ ' ,. ,, I EXISTING WATER PARK EXISTING IRRIGATION R/P BACKFLOW DEVICE, FIRE HYDRAelT- MASTER CONTROL VALVE AND FLOW SENSOR LOCATION. SEE ENLARGEMENT PLAN ABOVE. 0 10 20 \ \ NOTE: SHEET 22 REPLACES SHEET 7. NOTE: THE SYMBOL f~ ON THESE PLANS REPRESENT AN IRRIGATION PULL BOX FOR ACCESS TO CONTROL WIRES 40 60 SCALE AND NORTH 8841 RESEARCH DR SUITE 200 IRVINE• CA 92618 949.387.1323 RIDGELA.COM EXISTING CIRCUITS ARE TO REMAIN AND RELOCATED AS NEEDED TO SERVE THE elEW AND EXISTING LANDSCAPE AREA. ADJUST EXISTING IRF{IGATION AS NEEDED , TO PROVIDE FULL COVERAGE WITH NO I OVERSPRAY TYP. REFER TO EXISTING IRRIGATION MOTES, SHEET 9 -----·-· ------ EXISTING CIRCUITS ARE TO REMAIN AND RELOCATED AS NEEDED TO SERVE THE NEW AND EXISTING LANDSCAPE /\REA. ADJUST EXISTING IRRIGATION AS NEEDED TO PROVIDE FULL COVERAGE WITH NO OVERSPRA Y, TYP. REFER TO EXISTING IRRIGATION NOTES, SHEET 9 _j \ [JJ [IJ 1. EXISTING P.O.C. / WATER METER NOTES P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE AN EXISTING 4" RECYCLED WATER IRRIGATION METER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. (EXISTING) RECYCLED WATER METER INFORMATION ADDRESS: WATER PURVEYOR: PALOMAR AIRPORT ROAD CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CA. PH# 760-438-2722 EXT. 7153 (EXISTING) METER SIZE 4" STATIC PRESSURE 104 PSI. SYSTEM DESIGN PRESSURE 56 PSI. MAXIMUM SYSTEM DEMAND 25 GPM REVISED LANDSCAPE AREA 4,669 SQ. FT. EXISTING CONTROLLER NOTES EXISTING CONTROLLER NOTE #2: EXISTING CONTROLLERS SHALL BE UTILIZED FOR PROPOSED VALVES WITHIN THE RENOVATED AREAS. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL VERIFY QUANTITY OF OPEN STATIONS OF EXISTING CONTROLLERS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. SHOULD SAID CONTROLLER NOT CONTAIN ADEQUATE OPEN STATIONS, CONTRACTOR SHALL PROVIDE A NEW CONTROLLER TO REPLACE THE EXISTING CONTROLLER. CONTRACTOR MAY UTILIZE EXISTING SPARE WIRES INSTALLED FROM PREVIOUS PHASE OF CONSTRUCTION. IF CONTRACTOR IS UNABLE TO LOCATE SUFFICIENT QUANTITY OF SPARE WIRES CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A "TUCOR" 24 STATION 2-WIRE DECODER INTERFACE BOARD AND RELATED EQUIPMENT, REFER TO IRRIGATION LEGEND FOR MODEL NUMBER. VERIFY ALL CONDITIONS AND LAYOUT IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED. BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. IRRIGATION VALVE CALLOUT CONTROLLER LETTER/ VALVE NUMBER -__ 82 ; S -VALVE SIZE GALLONS PER MINUTE G.P.M. -I G l:Fli 30 PS, -OPERATING PRESSURE (P.S.I.) HYDROZONE PLANT FACTOR-I','/ _ -IRRIGATION TYPE & (IE) EFFICIENCY-SEE LANDSCAPE HYDROZONE AREA -7:JW''.01~\-~ VALVE HYDROZONE LEGEND (BELOW) SQUARE FOOTAGE '~~-APPLICATION RATE IN INCHES PER HOUR HYDROZONE LEGEND Plant Factor (Water Use), from WUCOLS Selected based on type of plants in hydrozones: VLW = 0.1 -Very Low Waler Use Plants LW ~ 0.1 -0.3 -Low Water Use Plants MW= 0.4 -0.6 -Moderate Water Use Plants HW = 0.7 -0.9 -High Water Use Plants IE -Irrigation Efficiency S = Spray .72 M = Micro Spray .80 R = Rotor .72 B = Bubbler .75 D = Drip .80 IRRIGATION NOTE CALLOUT ~IRRIGATION CONSTRUCTION ~ . CALLOUT NUMBER. r--P.O.C. AND CONTROLLER 1 ·; 1 CALLOUT NUMBER. AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" FOR IRRIGATION LEGEND AND CALCULATIONS-SEE SHEET 8 FOR IRRIGATION NOTES -SEE SHEET 9 FOR IRRIGATION HYDROZONE MAP -SEE SHEET 10 FOR IRRIGATION DETAILS -SEE SHEETS 11 -13 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 16-20 INSPECTOR c....., 10/19/17 DATE 05/05/17 RLA , MINORCONSTRUCTIONCHANGE ~-,,l1 t'<f:c__ fsHml CITY OF CARLSBAD fSHEEfsJ 1----"'='--"---l-'-=-+_,_,,_...="--'--''-"'-'-'C'.".'.:::::,_._.__-"_'_'"--'-''--==--------l---+--+='-'---'-'-'-'--t--'--='-I L__g_gj PLANNING DIVISION ~ ~L~A~N~D~S~CA:;_P;E~IM~P~R~O~V~E~M;E~N~T=:P~L=:A~N;S~FO;,;R,,::===:=:_.:::::== LEGOLOAND -WATER PARK 1 LEGOLAND DRIVE AS-BUILT IRRIGATION PLAN I APPROVED: {~ .~ e1L-At l=•:::r~\I t=====t====t===============================~~====~====~=====~===~ ~P=L::::A::::N=N=IN=G===;--;::=~=::=::~~=;:==;-;:;:=D:=A:=T=E~~ DRWN BY: RLA PROJECT NO, DRAWING NO. SOP 16-25 499 7L CHKD BY: RS CDP 16-48 - DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANTING NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. 0. P. Q. R. s. T. U. V. W. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE.SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RES UL TS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY WAYPOINT ANALYTICAL, (714) 282-8777, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL ;~{;~?i~!;f ;';~!ii;~:::;~:,;~~~~'~~;,;;,~;" ,oc,m,~, ~~< ~/ c) PH · d) EC PART OF THE APPROVED PLANS. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHAN FROM THE OWNER. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. DURING THE LENGTH OF THE GUARANTEE PERIOD, CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVERAND SODDED TURF. !NSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FORM. REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. NOTE: \ J -v-~~,.,, ( AS-BUILT: PLANTER )I · ENLARGED TO ( ACCOMMODATE ) ( EXISTING HYBRID) \. QUEEN PALM ... _ _,A_/ ___,1,-....__/ ANY CHANGES IN BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT THE LANDSCAPE ARCHITECT CAN REVISE PLANS ACCORDINGLY TO INSURE DESIGN QUALITY. CITY OF CARLSBAD NOTES • FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 \NCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. • PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. • THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 0 10 20 EXISTING TREE LEGEND SYMBOL BOTANICAL/COMMON NAME * ARCHTOSTAPHYLOS CUNNINGHAMIANA / KING PALM fl) BAUHINIA X BLAKEANA I HONG KONG ORCHID TREE 0 BRACHYCH\TON ACERIFOLIUS / FLAME TREE $ CARYOTASPP./ FISH TAIL PALM CHORISIA SPEC!OSA / FLOSS SILK TREE SYMBOL 0 0 w 0 BOTANICAL/ COMMON NAME MAGNOLIA SPP. / MAGNOLIA MICH ELIA ALBA/ CHAMPAK PHOENIX RECLINATA/ SENEGAL DATE PALM SCHEFFLERA ARBOR\COLA / SCHEFFLERA SPATHODIA CAMPANULATA/ AFRICAN TULIP TREE PLANT LEGEND SYMBOL TREES 0 0 CALL OUT BOTANICAL NAME ARCHONTOPHOENIX CUNNINGHAMIANA CARYOTA SPP. FICUS M. 'GREEN GEM' FICUS RUB\GINOSA PHOENIX DACTYLIFERA 'MEDJOOL' SYAGRUS HYBRID 'COCONUT QUEEN' COMMON NAME KING PALM FISHTAIL PALM INDIAN LAUREL FIG RUSTY LEAF FIG MEDJOOL DATE PALM COCONUT PALM SIZE 36" BOX 12' BTH MIN. 36" BOX 6' BTH MIN. 36" BOX 36" BOX 25' BTH 36" BOX SPACING PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN QTY. WUCOLS r·,r---- \ l! 3 ~ MOD ( ) [)!3~MOD l '"J,oo -./__/ 1 MOD -~---- \ 23JLOW ~ ,l O JMOD ._..,,J DETAIL F H A,B A,B G H SHRUBS AND GROUNDCOVERS 0 OMIT OMIT 0 """""""""" □□OllOllUUU□ """""""""" □□□CIJllll □OC """""""""" vvvvvv 17vvvvvvv V'VVVVVV p-vvvvvvv BAM TEX BUL FRU CAE MEX CAN 'TRO' CAR PRA CAR PAN CHA HUM FES MAI JUN PAT MUH RIG OTA ACU PEN MAS POL DAL RUS EQU SCH ARB BAMBUSA TEXTILIS BULBINE FRUTESCENS CAESALPINIA MEXICANA CANNA 'TROPICANNA' CAREX PRAEGRAC\LLIS CAREXPANSA CHAMAEROPS HUMIL\S FESTUCA MAIREI JU~IGUS F\l',T~NS MUHLENBERGIA RIGENS OTATEAACUMINATA AZTECORUM PENNISETUW MASSAICUM POLYGALA DALMA\SIANA RUSSELIA EQUISETIFORMIS SCHEFFLERA ARBOR\COLA WES WESTRINGIA 'WG' 'WYNYABBIE GEM' WEAVER'S BAMBOO STAKED BULBINE MEXICAN BIRD OF PARADISE CANNA LILY CALIFORNIA FIELD SEDGE SAND DUNE SEDGE MEDITERRANEAN FAN PALM ATLAS FESCUE CALIFORNIA GRAY RUSH DEER GRASS MEXICAN WEEPING BAMBOO BUNNY TAILS SWEET PEA SHRUB CORAL FOUNTAIN HAWAIIAN ELF SCHEFFLERA COAST ROSEMARY 15 GAL. 5GAL. 15 GAL. 5 GAL. 1 GAL. 1 GAL. 24" BOX 1 GAL. 1 GAL. 1 G/l1L, 24" BOX 1 GAL. 5GAL. 5 GAL. 15GAL. 5 GAL. 48"0,C. 24"0.C. 60"0.C. 40"O.C. 24"0.C. 24"0.C. PER PLAN 24"0.C. 18" o.c. 30"O.G. 60"0.C. 24"0.C. 30"0.C. 30" o.c. 48"O.C. 30"0.C. 72 MOD 84 LOW 12 LOW 120 MOD 63 LOW 162 MOD 6 LOW 254 LOW Q LOW 8 LOW 10 MOD 60 MOO 37 MOD 26 MOD 23 MOD 19 LOW C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E G,E'),E: C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E ••••••• DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24·2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. NOTES: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A _3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. AS-BUILT ® () CYATHEA C.OOPERI / AUSTRALIAN TREE FERN (l) tJ, SYAGRUS HYBRID I COCONUT PALM NOTE: SHEET 23 REPLACES SHEET 14. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FICUS BENGHALENSIS / INDIAN BANYAN NOTE: ~ SYAGRUS ROMANZOFFIANUM / QUEEN PALM THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE REMOVED. THE LETTERS (REL) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE RELOCATED TO THE NEW POSITION INDICATED ON THE PLAN. ,;:;'.'<(cc'f:;{< EXISTING SHRUBS, VINES AND GROUNDCOVERS 0~@« I , "AS-BUil T" 'vllllf:~ RLA# 2809 &· 05/31/19 10/19/17 DATE REVIEWED_ B}/ \ ftvA ~ i8LAt: INSPECTOR 1 l-'0""5"'/0o!!.5/-'-"17+-'R-"'L"'A-+-L''-'---'M""INc,.:OecR,_,C"'O"°N""ST'-"R""U"'-CTc,:IO""Nc..:Cc:cH,:,A'-"NGs:.,E~ ___ -+-_--1--+=-'-'"'c::·':.1...,.+-'~'....::.E'---1 fsiml3 CITY OF CARLS BAD ~5 ~ PLANNING DIVISION ~ 40 60 8841 RESEARCH DR SUITE 2DO ;;:L:;:A;;:ND;S;C;A~P:::::E~l~M;:P;,:RO::;V~E;,:M;E~N:;T::;P;_:;:LA:;:::N;:S::;F;O::;:R=: ===::'....'::==~ LEGOLOAND-WATER PARK 1 LEGOLAND DRIVE PLANTING PLAN-NEW 1-----+-----+------------+----+--+---+-----f I APPROVED: {~ S-E\1--::tt . _PLANNING lo · z,..\: · I :1 DATE DA 'fE INITIAL DA TE INITIAL DA'fE INITIAL DRWN BY: RLA DRAWING NO. SCALE AND NORTH IRVINE• CA 92618 949.387.1323 RIOGHA.COM DESIGNER OF WORK RE:VISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: RS PROJECT NO. SOP 16-25 CDP 16-4 499-?L k 10' OPENING 1 0 DOUBLE SWING GATE 5' OPENING SINGLE SWING GATE 0 WOOD PLANK SCREEN GATES -PLAN VIEWS 1 ' ----"<---------~ ~ CLR. LEGEND: 1. PIP CONCRETE LOW RETAINING WALL-SEE WALL SCHEDULE FOR COLOR AND FINISH. 2. ¾" RADIUS ON EDGES, TYP. 3. SLOPE TOP OF WALL AT 1 % MIN. 4. WATER PROOFING AT PLANTER SIDE OF WALL TO INCLUDE: • MASTIC SEAL AT TERMINATION OF WATERPROOF MEMBRANE. • FLASHING STRIP -BITHUTANE, OR EQUAL. • PROTECTION BOARD OVER WATERPROOF MEMBRANE. • WATERPROOF MEMBRANE. 5. 95% COMPACTED SUBGRADE. 6. #3 BARS AT 10" O.C. HORIZONTAL EACH FACE. 7. #3 BARS AT 18" O.C. VERTICAL. 8. 118" WIDE BY 2" DEEP SAWCUT CONTRACTION JOINT -SEE HARDSCAPE PLAN FOR LOCATION. 9. ISOLATION JOINT. 10. ADJACENT PAVING -SEE HAROSCAPE PLAN FOR COLOR ANO FINISH. 11. FINISH GRADE. NOTES: A. ENSURE THAT FORM SEAMS ARE NOT PRESENT ONCE FORMS ARE STRIPPED. B. REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BIO PURPOSES ONLY. VERIFY ANO COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT AND STRUCTURAL ENGINEER'S SHEETS. . 'I- . ' <.o I . ~ ' ' co I . ~ ~ ' ' <.o . I . -' er, ' ' ' . ~ ' ' ' <.o ' I' ' " ' ", ' 6" , 3" " I, , ,, , ' . 4'-9n 4' MIN. OPENING " \ ! i ' I ~ • --+ ' ' / \ ) i ' ! ' i, . ! ! I i • • i ' <.o .I B P.1.P. CONCRETE PLANTER CURB WALL SCALE: 1" = 1 '-0" A UTILITY AREA ACCESS GATE k 1 LEGEND: 1. PAINTED 6"x6"x1/4" THICK HSS STEEL TUBE GATE HINGE/JAMB POST WITH WELDED CAP. 2. PAINTED 2"x6"x1l4" THICK HSS STEEL TUBE GATE FRAME. 3. ADJACENT CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR, FINISH, AND LAYOUT. 4. RANDOMLY PLACED 2"x1 O" OR 4"x1 O" WOOD PICKETS. SEE DETAIL 'A', SHEET 4 FOR ADDITIONAL INFORMATION. 5. COUNTERSUNK AND PLUGGED GALVANIZED STEEL HARDWARE. 6. GALVANIZED 112" DIAMETER LOCKABLE CANE BOLT. PROVIDE GALVANIZED STEEL INSERTS AT OPEN AND CLOSED POSITIONS OF DOUBLE GATE ONLY. SEE DETAIL 'C', SHEET 25. 7. HEAVY DUTY COMMERCIAL RATE BARREL HINGE WITH GREASE FITTING WELDED TO GATE FRAME AND HINGE POST. 8. 3"x3"x6"x1l4" THICK STEEL ANGLE WELDED TO POST. 9. STRINGER PER DETAIL 'A', SHEET 4. NOTES: A. SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO START OF FABRICATION. B. CONTRACTOR TO VERIFY WITH OWNER'S REPRESENTATIVE FOR CARD READER HARDWARE CONFIGURATION AND PREP GATE ACCORDINGLY PRIOR TO FABRICATION. C. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. D. METAL COMPONENTS TO RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT SHOP-APPLIED RED PRIMER AND (2) COATS SHOP-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. E. ENSURE GATE HINGES ALLOW GATE TO FULLY OPEN WITH USE OF 5 POUNDS OF FORCE OR LESS. F. PROVIDE FINISH SAMPLE AS NOTED IN THE SPECIFICATIONS. G. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE STRUCTURAL SHEETS. H. COORDINATE FENCE FOOTINGS WITH BUILDING AND WALL FOOTINGS PRIOR TO STARTING WORK. G. ALL GATES SHALL BE SELF SELF-CLOSING. SCALE: 314" = 1 '-0" -... , ....... . ;..... . ..... 9 5 1 2 7 • i I i .... f••····:----------"'' .......... , .... . ... ' .. t------t--i----t---t-r-1-r-t----t-i···· ---1---------------------f-+--+-+-+ ....... -·---·· '' f--t--r-7·· ............ I ...... . ..... · ......... 1--t-+---1 ........... ,., .. ,. -f-+-+-+-,. ~· 1 -][ ~ -r---i-t--t-+--+-+-t-+-t-·.--i• ....... •-+ ..... --+-.... +-+-+-+--+-t-H t--'1--t--\-·t--t---r-~ · : . j ' ro .I ", ' co • I ", ' ~ I ", ROPE NET RAIL WITH STANDARD HEIGHT BAR COUNTER 05105117 RLA j,\ MINOR CONSTRUCTION CHANGE ~ ~ ~~~ J •• ,!,()~ ~ ~" . C, ~ I &f /11,'I ~__! . ~ c r1~ , ~ --o 11 niJ ~\ ol1i:% ~ 8841 RESEARCH DR :!l1-,...~1{p, Oat%~ <' OF" CAI..I~ SUITE 2D0 IRVINE· CA 91618 INITIAL DATE 949,387.]323 DESIGNER OF WORK REVISION DESCRIPTION RIDGHA.COM i. ... I! I' ,Ii SECTION AA 4" 1'-6 3/8" / '-\~.·.,; i ; I DATE INITIAL OTHER APPROVAL ~--i-,- DATE LEGEND: 1. 6" DIAMETER LODGE POLE POST WITH 1-112" DIA. BY 1'-6" DEEP DRILLED HOLE IN CENTER OF POST BOTTOM. PRIME ANO PAINT TO MATCH EXISTING. 2. 2" DIAMETER PICKETS AT 5" O.C. AND 3" DISTANCE BETWEEN EDGE OF PICKETS MAX. PICKET BOTTOMS TO ALIGN 3" ABOVE FINISH SURFACE. PICKET TOPS TO VARIE IN HEIGHTS 3" +/-ABOVE POST TOP. 3. GALVANIZED PAINTABLE BARREL HINGES. PROVIDE WELDED CONNECTION BETWEEN HINGE ON GATE FRAME. SECURE HINGES TO POST WITH GALVANIZED LAG BOLTS. MATCH EXISTING. 4. PAINTED 2" SQUARE BY,'j;" THICK TUBE STEEL GATE FRAME. COLOR AND FINISH TO MATCH EXISTING. 5. 2" X4" WOOD GATE FRAME AT JAMB I HINGE POSTS. 6. ISOLATION JOINT . 7. CONCRETE FOOTING. 8. 1-1/2" ROUND SOLID STEEL BAR. CORE DRILL INTO FOOTING AND SET WITH NON-SHRINK GROUT. 9. NEW CONCRETE PAVING. SEE HARDSCAPE PLAN FOR COLOR AND FINISH. 10. (3) 1/2" DIA. X 4" LONG COUNTER LAG BOLTS. COUNTER SINK BOLD HEADS FLUSH WITH FACE OF WOOD FRAME. 11. GALVANIZED, BAR TYPE GATE LATCH. LATCH TO BE LOCKABLE. MOUNT LATCH ON THE INTERIOR SIDE OF GATE WITH GALVANIZED HARDWARE. 12. 90% COMPACTED SUB-GRADE. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT AND STRUCTURAL ENGINEER'S PLANS. 13. BUILDING EDGE. 14. WALL BEYOND GATE. NOTES: A. ALL STEEL MEMBERS AND HARDWARE TO BE HOT DIP GALVANIZED. B. PROVIDE LANDSCAPE ARCHITECT W/ (2) SETS OF SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. C. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. COMPLY WITH STRUCTURAL DRAWINGS AND REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. D. SECURE STEEL BAR AS NEEDED TO ENSURE WOOD POST DOES NOT SEPARATE. COUNTER SINK AND PLUG HARDWARE AS NEEDED . E. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. F. METAL COMPONENTS TO RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT SHOP-APPLIED RED PRIMER AND (2) COATS SHOP-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. ENSURE PAINT PRODUCT IS COMPATIBLE WITH METAL TYPE. G. ENSURE GATE HINGES ALLOW GATE TO FULLY OPEN WITH USE OF 5 POUNDS OF FORCE OR LESS. H. COORDINATE FENCE FOOTINGS WITH BUILDING AND WALL FOOTINGS PRIOR TO STARTING WORK. G. ALL GATES SHALL BE SELF SELF-CLOSING, IN ADDITION TO SELF-LATCHING SCALE: 1" = 1 '-0" LEGEND: 1. 1X6 IPE BOARDS WI t" GAP, ATTACHED TO 2X6 SUPPORTS WI STAINLESS STEEL SCREWS, COUNTERSUNK AND PLUGGED.PROVIDE /i' RADIUS ON ALL EDGES OF COUNTERTOP. 2. 1X3 IPE BOARD SKIRT ON ALL EXPOSED EDGES OF BAR COUNTER TOP, RIPPED AS NECESSARY TO ACHIEVE OVERALL 3" COUNTERTOP HEIGHT, ATTACHED TO 2X WOOD FRAME W/ STAINLESS STEEL SCREWS, COUNTERSUNK AND PLUGGED@ 24" O.C. MAX. PROVIDE f" RADIUS ON BOTTOM EDGE. 3. 2X PRESSURE-TREATED DF FRAMING/BLOCKING BETWEEN 2X6 SUPPORTS 4. 2X6 PRESSURE-TREATED D.F. SUPPORTS, BOLTED TO POSTS WI LAG BOLTS & WASHERS. PROVIDE 1" MAX. DEPTH NOTCH IN POST TO RECEIVE 2X6. CHAMFER CUT BOTTOM EDGES OF SUPPORT TO ALIGN WITH BOTTOM EDGE OF COUNTERTOP, AS SHOWN. 5. GALVANIZED HOOK AT TOP AND BOTTOM OF POST TO SUPPORT ROPE BORDER AT SPECIFIED HEIGHT . 6. 6" DIA. PINE PEELER POSTS (NOT PRESSURE TREATED). SAND SMOOTH AND PAINT TO MATCH EXISTING WATER PARK WOOD RAILS. POST SHALL BE CUT TO HEIGHT AS REQUIRED TO SUPPORT BAR COUNTERTOP, WHERE OCCURS. 7. M1250-SD 2"X2" MESH NETTING WITH PROMANILA ULTRA 1 ¾" WOVEN BORDER (POL '/PROPYLENE ROPE), SAND COLOR, BY INCORD, (800) 596-1066. RUN MESH CONTINUOUS ACROSS OUTSIDE FACE OF POSTS AND SECURE WITH HOOKS PER MANUFACTURER'S SPECIFICATIONS. ROPE SHALL BE ABLE TO BE TAKEN DOWN BY HAND AND WITHOUT TOOLS IN CASE OF EMERGENCY. 8. FINISH SURFACE OF PAVING 9. FULL-HEIGHT POST BEYOND (WHERE NO COUNTERTOP OCCURS) SCALE: 1" = 1 '-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA# EXP. DATE REVIEWED BY: INSPECTOR DATE t'll;:. ~ CITY OF CARLSBAD rn 4 PLANNING DIVISION 5 LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLOAND -WATER PARK 1 LEGOLAND DRIVE HARDSCAPE DETAILS-NEW I APPROVED: {Y0t\ Gr 0\4 I ~-1-~7 DATE PLANNING RLA PROJECT NO. DRAWING NO. DRWN BY: INITIAL SDP 16-25 RS CITY APPROVAL CHKD BY: CDP 16-48 499-?L B SCREEN GATE POST FOOTING 1" 1 ,. --® C CANE BOLT ENLARGEMENT LEGEND: 1. PAINTED 6"x6"x1/4" THICK HSS STEEL TUBE GATE HINGE/JAMB POST WITH WELDED CAP. 2. CONCRETE CAISSON. 3. (6) #5 BARS VERTICAL EQUALLY SPACED. 4. (3) #5 TIES WITHIN TOP 8" OF CAISSON. 5. #5 TIES 12" O.C. REMAINDER OF CAISSON. 6. FINISH SURFACE. 7. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 8. (4) 1/2" DIAMETER BY 6" LONG NELSON STUDS WELDED TO TUBE STEEL COLUMN. 9. ISOLATION JOINT. NOTES: A. SEE DETAIL 'D', SHEET 24. LEGEND: 1. STEEL TUBE GATE FRAME. 2. WOOD PLANK PICKETS. 3. FINISH SURFACE. 4. 45" MITERED CORNER, TYPICAL. SCALE: 1" = 1 '-0" 5. 1/2" DIAMETER PAINTED GALVANIZED STEEL CANE BOLT. 6. 1/4" THICK PAINTED STEEL LOCK TAB WELDED TO GATE FRAME. 7. 1/4" THICK PAINTED STEEL GUIDE TAB WELDED TO GATE FRAME. 8. GALVANIZED STEEL SLEEVE EMBEDDED INTO CONCRETE PAVING. PROVIDE SLEEVES AT CLOSED POSITION O~IL Y. NOTES: A. SEE DETAIL 'D', SHEET 24. SCALE: 1" = 1 '-0" _,_ I I I I I I I I _J ' <o 7 I I 10' OPENING 8 ' 3/4" MAX. I i I I 2 4 LEGEND: 1. PAINTED 6"x6"x1/4" THICK HSS STEEL TUBE GATE HINGE/JAMB POST WITH WELDED CAP. 2. PAINTED 2"x6"x1/4" THICK HSS STEEL TUBE GATE FRAME. 3. PAINTED 2"x6"x1/4" THICK HSS STEEL DIAGONAL BRACE WELDED TO GATE FRAME. 4, ADJACENT CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR, FINISH, AND LAYOUT. 5. RANDOMLY PLACED 2"x10" OR 4"x10" WOOD PICKETS. SEE DETAIL 'A', SHEET 4 FOR ADDITIONAL INFORMATION. 6. GALVANIZED STEEL HARDWARE. 7. GALVANIZED 1/2" DIAMETER LOCKABLE CANE BOLT. PROVIDE GALVANIZED STEEL INSERTS AT OPEN AND CLOSED POSITIONS OF DOUBLE GATE ONLY. SEE DETAIL 'C', SHEET 25. 8. GALVANIZED 112" DIAMETER SLIDE BOLT. 9. HEAVY DUTY COMMERCIAL RATE BARREL HINGE WITH GREASE FITTING WELDED TO GATE FRAME AND HINGE POST. 10. 3"x3"x6"x1/4" THICK STEEL ANGLE WELDED TO POST. 11, STRINGER PER DETAIL 'A', SHEET 4. 12. POST FOOTING-SEE DETAIL 'B', SHEET 25. NOTES: A. SEE DETAIL 'D', SHEET 24. 9 A WOOD PLANK SCREEN GATE ELEVATIONS 8841 RESEARCH DR sum 200 lRVINE • CA 91618 949.387.1323 RIDGHA.COM 05/05117 RLA DATE INITIAL DESIGNER OF WORK t I 1 1---. ~ (j -Q_ 1---. ~ (j c!; c:i <,:; 2:: ± Q_ 2 1---. ' (/J C) C) -Q_ r---,_ G -.._J <,:; I t'.l ci2 § I I I I I t---@ I I I I I I I I I I L _J , MINOR CONSTRUCTION CHANGE REVISION DESCRIPTION ---------- 1---. ~ (j Q 1---. ~ (j c!; c:i <,:; 2:: ± Q_ 2 1---. (/J ' C) C) Q_ - G I r---,_ -.._J <,:; I t'.l ci2 § DATE I I I I I I I I I I I I I I I I L _J ' <o i(J ' Li.J ·a • lei SCALE: 314" = 1 '-0" INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL 5' OPENING 2 4 I I I I I I I I L +-------+---{ 1 ,,---------\6 __ __J__ -3/4" i MAX.! I I j---@ I I I I I _J APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BU IL T" RLA# EXP. DATE REVIEWED BY: INSPECTOR DATE ~ 5 CITY OF CARLSBAD ~ 5 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLOAND -WAT.b-X PARK 1 LEGOLAND DRIVE HARDSCAPE DETAILS-NEW APPROVED: ~-s,• 11 PLANNING DATE DRWN BY: RLA PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-25 499-?L CDP 16-48