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Home My WebLink AboutDWG 445-4L; CUP 05-26; CHEVRON; 01-04• Chevron 2500 EL CAMINO REAL, CARLSBAD, CA PROJECT NUMBER CUP05-26 DRAWING INDEX 8HT.I TITLE LO LANDSCAPE COVER SHEET L1 LANDSCAPE PLANTING PLAN L2 LANDSCAPE IRRIGATION PLAN L3 LANDSCAPE CONSTRUCTION DETAILS NSPECTION PROCEDURES INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE Or REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760)944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760)602-4602 l..AI08CAPE AACH'TECT: MAISHA RUTH RHL DESIGN GROUP, INC. 1137 N. MCDOWELL BLVD. PETALUMA, CA 94954 (707) 765-1660 I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER Of WORK FOR THIS PROJECT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN Of THE PROJECT AS DEFINED IN SECTION 670.) Of THE BUSINESS ANO PROFESSIONS CODE. AHO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANOARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAll'NGS AND SPECIFlCATIONS BY THE CITY Of CARLSBAD IS CONFINED TO REVIEW ONLY ANO DOES NOT RELIEVE WE AS THE UCENSED DESIGNER OF WORK Of UY RESPONSIBILITIES FOR PRO.£CT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROT TION PLArAND ALL CON IONS OF APPROVAL RELATED TO LA/\tD APING. BY: ---¥Jo'-"-• DA TE 7-Zf,-0 7 Preparer VICINITY MAP PACIFIC OCEAN DRAWING NUMBER 445-4L OCEANSIDE BLVD BUENA-~ VISTA LAGOON s<ot;,-,'v. ~'--G'<-- SITE NORTH CL) fNNEERING PLANCHECKER 7.~r.07 DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ARCHITECTURE • ENGINEERING •ENVIRONMENTAL SERVICES 2401 [. kAltlU Ali{. STE. 400. NtAHDi1. CA t2800-5976 .Dfj •. .DINSO<, """'111" [714) """"""' aa.t 09-1312 8CAI f; AS NOTED J081 CHY05005.0 ,, AS BUILT" TITLE _______ _ DATE REV!E'JED BY, INSPECTOR DATE l-----+---+-----------t---1----1----l------l ! ~HEkf j CITY OF CARLSBAD j SH4EETS I LU PLANNING DEPARTMENT ::===:'..c====:::::::::::::::::::::::::::::::::::::::::::::=====..:=::::::::; COVER SHEET ll00 a. CtollNO REAL C ♦R eew. CA --t--~r-------------+---+---+---+--~: APU{ er-£Jl.Jr •-1-0-. t-----t--+-----------------t---l----1f---+---I ~-P~L~A~N~Nl:;:N::G==:::::,;::::=:;::::;:::::::;=:==~=D::::A:::T::E ~ DWN BY: ---PROJECT NO. II DRAWING NO., CHKD BY: ___ ,... __ ,.. RV'JD BY, ......----4415 1l DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DATE INlTIAl CITY APPROVAi. ) J .I I. L (E) 1• WATER ME (SERVICES ornER p Ka) (E) BACKR.OW TO OC REMOVED, SEE Cllf.. _,- SHTS. (N) 1" IRRIGATION BACKR.OW PR€'d:NTER. SEE Olf.. I\ SHTS FOR AODJTIONAL \I INfOOMA TION. SEE DETAl SHEET \ L3 FOR RPBP. SEE CIVL SHT8 FOR~ AND DRAINAGE \ I \ ' i l 'i ,, ~~-. \ 1 MAINLINE IN L.._ JRENCH AND PR0\10£ SLEE\/E AS NEEDED, DP. USC GI'~· 'ft(~,\ \ ,~ 3/4"\ -• I \ -~ u ;-I'" 2" SLEE',£ _j COMUON TRENCH AS POSSIBLE. REPAIR PA\1NG IN Ll<E KIND. RIGHT-CJ'-WAY UN£, SEE NOTE 16. MAINUNE SHOV111 ouruoc PLANTER FOR a.ARITY ONLY. MAINUNE TO OC INSTALlfD 111rnIN CHEVRON PROPERTY AND NOT ~ STREET RIGHT-CJ'-WI.Y. SEE NOTES 4 le 16. 3/4• LAT IN 1-1/2" SLEE WATER SOURCE DATA AND SYSTEM REQUIREMENTS jPRESSURE LOSS CALCULATED FOR VALVES 4 AND 9 AS WORST CASE LOSS! WAlER SOURCE DATA: P.O.C. NUMBER: _1_ 1· METER SIZE: ===-AVAILABLE G.P.M,: __ -_ PRESSURE VERIFIED BY: __ CI_TY_G_RA_D_E ___ AVAILABLE STATIC P.S.I.: 81.9 PRESSURE AFTER P.R.V.: 65 PRESSURE READING TAKEN AT: CALCULATED ELEV. 27.8 -(255X.43) ,============,t SYS1Et.l PRESSURE LOSS CALCULATION: (/ WATER hlETER ;ljA _'" _________________ c__PS.1. BACKFL.OW PkE\IEX!ER ___ _ _____ s_/_A __ p S !. PRESSt...:~tE REDUCER ---~(S_E_T_-.·_o_6_5_P_s~, ) _____ ,_! A __ P. S.I. ELEVATION CHANGE _____________ -o __ P.S.I. 120'@ 1•-1.2 X 3.36 -4 4 PSI ----------------. .. MAIN LINE PIPE CONTROL VAL VE LATERAL LINE PIPE _______________ 2_P.S.I. ______________ 4 __ P.S.I. NOMINAL LOSSES ______________ -_o __ P.S.I. QTI,ER -0 ___________________ P.S.I. TOTAL FRICTION LOSS REQUIRED PRESSURE AT HEAD (TOTAL FRICTION LOSS)+(REQ'O. P.S.I. AT HEAD) 5,C CUSHION SYSTEM REQUIREMENTS: _____ 10 __ P.S.I. _____ 2_5 __ P.S.I. _____ 35 __ P.S.I. 1.75 PSI -------' .. 3&.75 PS' -------..• IRRIGATION SYSIEt.l HAS BEEN DESIGNED BASED ON lHE AVAILABIUlY r#' 12 G.P.M, AT 25 P.S.I. AT 1HE HEAD (MIN). CONTIRACTOR SHALL VERIFY IN WRITING lllAT lHESE REQUIREMENTS ARE IIET PRIOR TO COMMENCING WORK. ANY DISCREPANCY BETWEEN lHE DESIGN REQUIREMENTS AND AC'!\JAL CONDITIONS SHALL BE BROUGHT TO 1HE IMMEDIATE ATTENTION OF 1HE OWNER'S REPRESENTATIV!: AND TI,E PROJECT LANDSCAPE ARCHITECT. . ' Ir, ·o ' ~ ;, l,,--~ ( >-3/4" ·\ 3/4"J . \ 'I!. . . ;) \~ \ r ,.i. ·0 , 3/4" JC \'1-...v-n.\ 1• \ r \ ,'A ~~l~I•" '!~\ -~ 3/4" LAT IN H /2" SLEE,£- '"" -::-' :,_ ~ ,, [( ~ ~'\ □ == /+"sm \\\ 1 \ ( ~,. ~ ••. ,_. -~ ~ '-~.:=::-?.:;:.:_-:_=_ ---=~ 1---------~-----------------------------_ □ VALVE SCHEDULE ALL NOZZLESHr~~TYPHAEVE PURPLE CAPS 1, I , ., " -; -;::... __ -_---,-..,. =~~--~-.. ---_-_---------:-_---l;,I Vt1o~ Vtfzf GPt.l CIRCUIT TYPE (HUNTER"';,RAY NOZZLE i~'e:i >' er-.oo·og, 0 1/. S0,60.£0 N ~ I_J ARC IS ADJUSTABLE\ CONSTRUCTION NOTES 1. CONTRACTOR IS TO CONDUCT A FIELD REVIEW AND IS TO BE FAMILIAR WITH ALL EXISTING AND PROPOSED UTILITIES AND SUBSURFACE FEATURES PRIOR TO START IARIGA TION LEGEND -TYPICAL SYMBOL DESCRIPTION t.lANUf" ACTURER & MODEL NUMBER --, REMARKS OF WORK. SEE ARCHITECTURAL SITE PLANS ANO CIVIL PLANS. 5• POP-UP R;RIGHT CORNER 2. ALL MATERIALS ANO EQUIPMENT SHALL BE PROVIDED ANO INSTALLED AS Q Wf/SPPURRl~iE~APS ~lH/tJi1 ~-~ ~ik~ER SHOWN IN TI,E DETAILS AND AS DESCRIBED IN THE SPECIFICATIONS, EXCEPT AS ~ NOTED OTHERWISE. n AUTOMATIC RAIN SHUT OFF RAINBIRD INSTALL PER MFR ~ RAINCHECK RECOMMENDATIONS J. ALL UTILITIES AND EXISTING IRRIGATION ARE TO BE PRESERVED AND PROTECTED INl----+-==c-cc=--:c==:=-+------1--------~ PLACE. EXISTING REMOTE CONTRCl VALVES SERVICING ADJACENT AREAS MUST 4" POP-UP BUBBLER REMAIN IN OPERATION DURING THE COURSE OF THE PROJECT. SHOULD THERE BE 0 W/ PURPLE CAPS ANY DISRUPTION IN WATER SERVICE AS RESULT OF THIS WORK AND PLANTS IN (SEE DETAIL 5 SHEET L3) SEE VALVE SCHEDULE FLUSH 'MTH GRADE ADJACENT AREAS DIE, THE CONTRACTOR WILL BE RESPONSIBLE TO REPLACE 1------+---------+----,-----t---------·-- PLANTS IN LIKE KIND. THEREFORE THE CONTRACTOR MAY BE REQUIRED TO HOCK '°" REDUCED PRESSURE 1• BACKFLCW PER LOCAL CODE$ UP TEMPORARY IRRIGATION OR HAND WATER FOR THE DURATION UNTIL ~ BACKFLOW PREVENTER SEE CIVIL PLANS PERMANENT REPAIRS CAN BE MADE. THE CONTRACTOR WILL BE RESPONSIBLE TO l----+--======="'-+------f-M=TER=-B=-A:-:Cc-Kc::FL-:O-:cl'l:-cDE=vc::1c-=E":-_Al REPLACE IN LIKE KIND. P.O.C. POINT OF CONNECTlON 1• STUB ' 4. ALL IRRIGATION EQUIPMENT TO BE PLACED IN PLANTERS IF POSSIBLE ANO TO BE • (FUTURE RECLAIMED WATiiR) ROUTED AROUND LIGHTS ANO OTHER OBSTRUCTIONS. LOCATE CONTROL VALVES IN 1----+----,-c-=c-=-==-+------t--------+-I EASILY ACCESSIBLE AREAS OF SHRUB BEDS. LINE SIZE BRONZE 5. ADJUST SPRAY HEADS SO THAT NO WATER IS SPRAYED ON SIGN FACES, BUILDINGS, PAVEMENTS, ETC ... 6. USE PRESSURE COMPENSATING SCREENS TD REDUCE RADIUS OF SPRAY ,j£ADS AND ELIMINATE OVERSPRAY WHERE IT OCCURS. 7. USE IN-HEAD CHECK VALVES TO PREVENT LOW-HEAD DRAINAGE WHERE IT OCCURS. 8. CARE TO BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS AND THEIR ROOTS. NO MECHANICAL TRENCHING BENEATH DRIPLINES. DO NOT CUT ROOTS LARGER lHAN 1-1/2" IN DIAMETER. 9. PIPE SLEEVES IN COMMON TRENCH WHERE POSSIBLE (SEE MECHANICAL AND ELECTRICAL DRAWINGS). 10. REPLACEMENT SPRINKLERS, BUBBLERS, ETC. TO MATCH EXISTING IN DISCHARGE/ APPLICATION RA TES. 11. TI,E CONTRACTOR IS REQUIRED TO PROVIDE THE MATERIALS SHO\\N ON THE PLAN DRAWING. QUANTITIES IN THE LEGEND ARE MERELY A GUIDE. QUANTITIES SHOWN ON THE DRAWING TAKE PRECEDENCE OVER QUANTITIES LISTED IN THE LEGENDS. 100,i HEAD TO HEAD COVERAGE IS REQUIRED. CONTRACTOR TO ADD ADDITIONAL HEADS AS NEEDED AT NO EXTRA CHARGE. 12. P.R.V. TO BE INSTALLED IF ACTUAL FIELD PRESSURE EXCEEDS 80 P.S.I. CONTRACTOR TO VERIFY P.R.V. IS SET TO 80 PSI AND ADJUST AS NEEDED. 13. EXACT LOCATION AND POWER SUPPLY FOR CONTRClLER TO BE DETERMINED ON SITE BY FIELD ENGINEER. 14. LOCATE COPPER STUB-OUT AT AIR AND WATER ISLAND ANO CONNECT TO IRRIGATION MAINLINE \',\TH 3/4" SCHEDULE 40 P.V.C. 15. RUN CONTROL WIRES IN CONDUIT TI-IROUGH BUILDING FROM CONTROLLER TO NEAREST PLAN1ER. 18, AS POSSIBLE, CONTIRACTOR SHALL NOT INSTALL ANY MAINLINE IN STIREET R.O.W, IF MAINLINE MUST BE LOCATED WllHIN RIGHT OF WAY, 1HE CONTIRACTOR 'MLL Bl!: REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT. ►.. GATE VALVE WATTS GV SERIES IN VALVE BOX QUICK COUPLER VALVE W/ FLUSH 'h1TH GRAD£ LOCKING COVER & 2 KEYS, 2 SWIVEL HOSE ELLS. NELSON 7545 MARK PER WATER W/ PURPLE LID DISTRICT NOTES l----+--!!.1...="'-="--=~-+------1---.,-..,..,,.=-,---I N INDIVIDUAL REMOTE CONTROL VALVE SEE VALVE SCHEDULE W/ PURPLE TAGS IRRI TROL 700 SERIES W/ OMNIREG OMR-100 PRESSURE REGLTR VALVE BOX 1----+--------t------t----------A PRESSURE REGULA TOR WILKINS 500 SERIES SET TO 65 PSI '(/ SEE NOTIE 12 'e1 AUTOMATIC CONTROLLER IRRITRCl \!_AL~ ~_vv_i,' 1::.:1 W/ PURPLE TAGS MC-12-PLUS ~~~Fc1RNi'ft1\lf -----1" P.V.C. SCHEDULE 40 MAINLINE (FUlURE RECLAIMED) -PURPLE ALERllJNE PIPE P. V.C. SLEEVE, 2X LINE SIZE, BY GENERAL CONTRACTOR EXCEPT WHERE KEYNOTED. SEE DETAIL, SHT LJ FOR SPECIFIC SIZE & MATERIAL REQUIREMENTS P.V.C. CLASS 200 LATERAL, SIZE PER PLAN, (FIELD CONDITIONS: NOT TO EXCEED FLOWS SHOWN ON PVC LATERAL SIZING CHART ) 18" COVERAGE SEE DETAIL ON SHEU Ll FOR SPECIFIC COVE!f REQUIREMENTS PER SIZING CHART (FUlURE RECLAIMED\ -PoRPLE ALERllJNE PIPE 1-----==--==----==----=---.... -------- PVC LATERAL SIZING CHART LATERAL MAXIMUt.l GPt.l lHRU SIZE 100' t.lAX LENGlH LATERAL 3/4" 1" 1-1/4" 1-1/2" 2· 0---10 GPM 11-16 GPM 17-26 GPM 27-35 GPM 36-55 GPM SEE LEGEND FOR LATERAL MA TERIAl ,.,. ,.-·314• c 1J--..,~-------4 @ HUNTER sRs-04 ,.,;;c:.:.~-~,✓=l'.:'=:==1~==--=====:!'.\~=--··'.±l~_t~•='.:'."-®,~::!o~:'.o~.,-=-=---=---=··=====~/~=====~\~"~='.:o"::'. __ "::'. __ =='.:::".'-~"='l--:1 -+_ 3 --:/~ 4 ·~- 7--=-5 +-rn-E_E::::B--:U::::BB_LER_s-+-P~C'."'_N~2~5;;i;POP~U~P::;B~U~BB"=L=".ER'---t-- 70-:0_-ISTATEOFCALIF.ESTIMATEDWATERUSE(BYHYDROZONE ,. / o· 2 3/4" 1 2• VINES HUNTER SRS 04 700 PROTECTION OF EXISTING PLANT MATERIAL EXJSTINQ Pl.ANTS ™AT ARE DEAD, OAMAQEO, OR MISSID DUE TO CONSlrlUCTION ACTMTY TO BE REPL6.CEO WITH 5 GALLON SPECIMENS OF SIMILAR MATERIAL, 0A AS NOTED ON PLANS. ,. ' ,., . " PCN-25 POP UP BUBBLER ,. ,. -PROTECT (E) UTIUTY UNES WHILE I I SHRUBS AND HUNTER SRS 06 ,' ,.,.-lRENCHING, DP. REPAIR/REPLACE 3 3/4" 10 GROUND COVER 7A, 10A, SERIES SPRAY 0 ,.' PA\1NG IN UKE ~ND. . . LS51~ SS530 SPRAY o. ·---, ' -----'ii 4 3/4" 12 SHRUBS AND 7 l~ir:iklis~RAY = .. -~ _ GROUND COVER RS515, LS515, SS530 SPRAY / \ 0 SHRUBS AND HUNTER SRS-06 700 700 700 s 3/4" 10.2 GROUND COVER R~iJ.°~57,~A g~1~s $fl/ --·--l----+---+------1---"====~=~=~--+-----t 6 3/4" 12 7 3/4" 12 8 9 3/4" 12 10 3/4" 10 1, 12 SHRUBS AND HUNTER SRS-06 GROUND COVER 7 A, 1 OA SERIES SPRAY SHRUBS AND HUNTER SRS-06 GROUND COVER 7A, 10A, 12A SERIES SPRAY SPARE SHRUBS AND GROUND COVER SHRUBS ANO GROUND COVER SPARE SPARE HUNTER SRS-06 7 A, 1 OA SERIES SPRAY RS515 LS515, SS530 SPRAY HUNTER SRS-06 7 A, 10A, SERIES SPRAY 700 700 700 700 TOTAL WATER USE IS CALCULATED BY SUMMING lliE AMOUNT OF WATER ESTIMATED FOR EACH HYOROZONE. WATER USE FOR EACH HYOROZONE IS ESTIMATED WITH THE FOLLOWING FORMULA: £WU (HYOROZONE) -(ETO) (PF) (HA) (.62) (IE) WHERE: EWU (HYDROZONE) = ESTIMATED WATER USE (GAL/YR.) ETO ~ REFERENCE EVAPOTRANSPIRATION (INCHES/YR.) PF= PLANT £TO ADJUSTMENT FACTOR HA = HYDROZONE AREA (S.F.) .62 = CONVERSION FACTOR IE -IRRIGATION EFFICIENCY NO EFFECTIVE PRECIPITATION IS ASSUMED IN lliESE ESTIMATES. REFERENCE EVAPOTRANSPIRATION (ETO) FOR THIS PROJECT IS 42.9 HYDROZONE L (LA\\N -EXISTING) PF = 0.8 HA = 0 S.F. IE=SQ,i EWU (L) = 42.9 (.8) 0 (.8) (.62) 0 GAL/YR. CONTRACTOR 18 RESPONSIBLE FOR COtffiNIJOUS WATER SUPPLY FOR EXISTINQ Pl.ANTS OURINQ CONSlrlUCTION. HAOO WATERJNQ MAY BE NECESSARY F DISAIJPT)ON OP WATER SERVICE TO EXISTlNQ Pl.ANTS OCCURS DUAJNQ CONSTRUCTION. ANf EXISTINQ Pl.ANTS DAMAGED DUE TO LACK OF WATER OURINQ CONSTAIJCTION PERICOTO BE REPLACED WITH 5 GAL SPECIMAN OF SIMLAR MATERIAL 0 10 20 40 60 80 NOATI-1 HYDROZONE A (ANNUAL FLOWERS) PF= 0.5 0 SCALE: 1 "=20' -o• ~~ - AS-BUil T PLANS ARE REQUIRED FINAL AS-BULT PLANS ARE TO BE SU8MTTED TO TH: LANDSCAPE AACHTECT UPON COMPLE110N OF WORK BY TH: LANDSCAPE CONTRACTOR ESTABLISHMENT PERIOD -IRRIGATION SCHEDULE GUIDE PROGRAlot ,, PROGRAM 12 SEASONAL ADJUSlMENT GUIOOJNES< NOTES: SHRUBS/GROUNDCOVER TIREE/VINE BUBBLERS 100:-. 25" 50,C 50,C JUN 15 -SEPT 15 DEC 16 -MAR 14 MAR 15 -JUN 14 SEP 15 -DEC 15 I (1) 6 MINUTE RUN PER DAY 3 DAYS PER WEEK (1) 10 MINUTE RUN PER DAY 3 DAYS PER WEEK 1. FOR PROGRAl~S WITH MULTIPLE RUNS PER DAY, ALLOW 2 HOURS MINIMUt.t BETWEEN RUNS. 2. WATERING TIMES SHALL BE BETWEEN THE HOURS OF 6 P.M. AND 11 A.M. J. WATERING SCHEDULE IS APPROXIMATE PER SEASON, SCHEDULE SHOULD BE •DJUSTED AS NECESSARY FOR PREVAILING WEATHER CONDITIONS. 4. AFTER PLANTS HAVE BEEN IN GROUND FOR TWO SUMMERS, REPROGRAM ALL STATIONS. 5. AVOID WATERING AT 1'11NDY TIIIES. KEEP OVERSPRAY Off" GLASS. WATER SYSTEM STATEMENT HA ~ 0 S.F. EWU (A) = 4~2~.9~{~.5~)~cco~~<·=62=) - IE -80 ,C (.8) HYDROZONE S (DROUGHT TOLERANT SHRUBS) PF = 0.3 HA = 4550 S.F. IE=BQ,:: EWU (S) = 42.9 (.3) 4550 (.62) = (.8) ESTIMATED TOTAL WATER uSE -45382 GAL/YR. MAXIMUM APPLIED WATER ALLOWANCE: (ETO) (.8) (LANDSCAPE AREA) (.62) = M.A. W.A. 42.9 (.8) 4,550 (.62) = 96817 GAL/YR. ESTIMATED WATER USE IS 47 :0: OF M.A,W.A. 0 GAL/YR. 45382 GAL/YR. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. .---------------------· ARCHITECTURE • ENGINEERINJ_} • ENVIRONMENTAL SERVICES 2401 E. KATEU.A Al/£ Slf.. 400, ANAHOt CA 92q-5Jii'1 JOHN W. JOHtiSOM, ARCHITECT (714) 8~0(!:11 --..,.----------- S.S.t SCALa JOBt 09-1J12 AS NOTE!) CHV05005.0 TITLE LANDSCAPE ARCHITECT CA#2238 DATE: REVIEl,IED BY, rt.Jc ( lJ:. ~lJt ·~-:::f: 1---.--r----------....l..----,---,--,--,-,-:-:=:::::;-;:I=N=SP=E=C=T=OR====::::=:::;:::::::::~-;::DA:;:T:::;Et;:;;:;;: I (J'J ~~~~~~o;E ~~~~R :~~R l----+----1-------------t----t---t-=-r=--i I r2 I CITXAN2~ D~~J;~~TBAD LA!.~ , SYSTEM AT TIME OF CONNECTION. C' ....c:::. PURPLE COLORED PIPING, PURPLE CAPS LANDSCAPE IRRIGATION PLAN j ............ OR LIDS, AND T AGGINO IS FOR FUTURE 2500 a CAMINO REAL I - RECLAIMED WATER, NOT AVAILABLE AT ;c======cAAL=SBA=D=, =c=A===== THISTIME,PERCITYWATERDEPARTMENT. IAPPROvqi/ ,._,, !I.. ;J 1-------------------t---l---..J---------------+---t---t--=t-=1 -PL .... ri=N~~IN~~c+~4r-+---~c.-w.~e:IL~-----i;;~!rP DATE INITIAL DATE INITIAL DATE DWN BY: I PROJECT NO. I DR~~~Q4LN(.1 i] CHKD BY: ---CUP05-28 .....,-L ___________________________________________________________________________________ L _______________________ J~EN:G:IN~E~E:R~OF:_:w:o:R:KL---~R:E~V~IS~l~O:N:_D::E:S~C~R:l~P~T~IO:N~---_j~D~T:HE~R~A:P:P:R□~v:AL~L.:c~1T~Y_:A:P:P:R~ov:A~L,l~R~V;:1,i:;:D:::;;B~Y;' ~~=,,::;::;::;::;::;::;::;::;::;;:;;::;::;::;::⇒~ illllllll 0 SEECM..8HT'8 FORORADl«l Al>OOMtWJE 10 20 SCALE: 1 "•20' -0" 40 w ,' 60 I\ I\ \ I ' \ I 80 0 / \ NORTH 1· ~ (N) RAIN SENSOR ~ (N) AUTOMATIC CONTROLU:R °'---... __ PRO'IAOE SLEE\£ THRU WALL FOR CONTROL WIRES TRENCH AND PRO\IIDE SLEE\IE AS NEEDED, T'l'P. USE COMMON TRENCH AS POSSIBLE. REPAIR PA\IING IN LIKE KIND. RtGHT-Of"-WAY LINE, SEE NOTE 16_ MAINLINE SHOWN OUTSIDE PLANTER FOR CLARITY OHL Y. MAINLNE TO BE INSTALLED WITHIN CHE'-'!ON PROPERTY AND NOT IN SlREET RIGHT-Of-WAY. SEE NOTES 4 & 16. ~ PROTECT (E) UTILITY LINES WHILE TRENCHING. T'l'P. REPAIR/REPLACE PA\IING IN LIKE KIND. w \ : I. J 0:· n □ I 0 EL CAMINO REAL AS-BUILT PLANS ARE REQUIRED Fl'W.. AS Bl II T l"LAN8 AAE TO BE I" hC"BJ 10 n-E L..N<l8C.t.l'E AACI-ITcCT I.Pail cot.f'LETION CF WOiie ff'( 11-iE L»Cl8C'"' COlffllACTOR ~ ~ D LJ "' .,,.. WAlER SOIStCE DATA AND SYSTEM REQUIREMENTS !PRESSURE LOSS CALCULATED FOR VAL\IES 4 AND 9 AS WORST CASE LOSS! WATER S0UIICE DATA: P.O.C. NUMBER: _1 _ 1• WETER SIZE: ___ _ AVAU •Bl F G.P.W.: __ -__ PRESSURE \IERIFIEO BY: CITY GRADE AVM.ABI.E STA TIC P.S.I.: 81.9 PRESSURE AFTER P.R.V.: e5 PRESSURE READING TAKEN AT: CALCULATED a.EV. 27.8 -(25!1X,43) SYSlDI ......... IPf LOSS CALO N AllON: WATER METER N/A __________________ P.S.1. BACKFLOW PREVENTER _____________ N_/_A_ P.S.l. PRESSURE REDUCER ---~(Sf_T_T_0_65_P_Sl~) _____ N_/_A_ P.S.I. ELEVATION CHANGE ______________ -_o_P.S.I. 120' e 1"• 1.2 X 3.Jll • 4 4 p S -----------------.• I. MAJN LINE PIPE CONTROL VAI.\IE LATERAL LINE PIPE ________________ 2 __ P.S.I. _______________ 4 __ P.S.I. NOMINAL LOSSES ______________ -_O __ P.S.I. OTHER __________________ -_o __ P.S.I. TOTAi. FRICTION LOSS REQUIRED PRESSURE AT HEAD ______ 10 __ P.S.I. ______ 25 __ P.S.I. (TOTAL FRICTION LOSS)+(REQ'D. P.S.I. AT HEAD) 5'1 CUSHION ______ :ie __ P.S.I. _____ 1._75 __ P.S.I. SYS1DI REQUIREMENTS: ____ a_111 __ P,SJ. IRRIGAllON SY51DI HAS BEEN DESIGNED 8ASED OH THE AVAIL.•PN '"Y OF 12 G.P.11. AT 25 P.S.I. AT THE HEAD (MIN). CONTRACTOR SHAU. lo€RIFY IN \IIRlllNG lllAT THESE REQIJlll£MOITS ARE WET PRIOR TO CCIMWDICING WORK. Nff DISCREPANCY BE I Wt.Eh THE ilESIGN REQUIREMENTS AND ACll.lAI. CONDlllONS SHALL BE llllaJGHT TO THE IIWEDIAlE ATTENllON OF THE 0110'5 REPRESENTATIV£ AND THE PRO.ECT LANDSCAPE ARallECT. VALVE 8CH:Ol.l.E VAI.Vf: VAI.Vf: ClPM NO. SIZE CIIIQIIT 1""E ALL NOZZLES TO HA'vE PURPLE CAPS HEAD 1""E (HUNTER SPRAY NOZZLE ARC IS ADJJSTABLE) VALV£ IICIDlll. CONSTRUCTION NOTES IAAIGA TION LEGEND -TYPICAL 1. CONTRACTOR IS TO CONDUCT A AELD RE\IIEW ANO IS TO BE FAMILIAR WITH ALI. DESCRIPllON W/\NUFACll.lRER .. MODEL fll1 ti II EF REMftRKS EXISTING AND PROPOSED UTILITIES AND SUBSURFACE FEATURES PRIOR TO START OF WORK. SEE ARCHITECTURAi. STE PLANS AND CI\IIL PLANS. 5• POP-UP R=RIGHT CORNc:R 2. ALI. MATERIALS AND EQUIPMENT SHALi. BE PRO\IIDED AND INSTALLED AS O w·. SPRIPURNPKLELECR •ps ~~:1 LS--~DEFT cs=R SHOWN IN THE DETAILS AND AS DESCRIBED IN THE SPECIFICATIONS, EXCEPT AS " ~ NOTED OTHERWISE. r:, RAINBIRD INSTALi. PER MFR I.la AUTCMATIC RAIN SHUT OFF 3. ALI. UTILITIES AND EXISTING IRRIGATION ARE TO BE PRESER\IED AND PROTECTED IN1----t--:-.-=::-====-t---R-AINCH __ E_CK_---,r-_R_E_COMM __ E_N_D_A_TI_ON_s __ PLACE. EXISTING REMOTE CONTROL VAI.\IES SER\IICING ADJACENT AJREAS MUST 4• POP-UP BUBBLER REMAIN IN OPERATION DURING THE COURSE OF THE PROJECT. SHOULD TMERE BE 0 W/ PURPLE CAPS ANY DISRUPTION IN WATER SER\IICE AS RESULT OF THIS WORK ANO PLANTS IN (SEE 0£TAIL 5 SHEET LJ) ADJACENT AREAS DIE, THE CON TRACTOR WILL BE RESPONSIBLE TO REPLACE PLANTS IN LIKE KIND. THEREFORE lME CONTRACTOR MAY BE REQUIRED TO HOOK ~ REDUCED PRESSURE SEE VAI.\IE SCHEDULE 1" BACKFLOW SEE Cl \Ill PLANS FLUSH WITH GRADE PER LOCAL CODES UP TEMPORARY IRRIGATION OR HAND WATER FOR THE DURATION UNTIL '<' BACKFLOW PR[-.,;:NTER PERMANENT REPAJRS CAN 8E MADE. THE CONTRACTOR Will BE R£SPONSIBL£ TO .-------1---------t---------,1----------4 REPLACE IN LIKE KIND. 4. All ll!RIG>.TION EQUIPMENT TO BE PLACED IN PLANTERS IF POSSIBLE AND TO BE ROUTED AROUND LIGHTS AND OTHER OBSTRUCTIONS. LOCATE CONTROL VAI.\IES IN EASILY ACCESSIBLE AREAS OF SHRUB BEDS. o. ADJJST SPRAY HEADS SO THAT NO WATER IS SPRA YEO ON SIGN f ACES, IIUILDINOS, PAIIEMENTS, ETC. .. 6. USE PRESSURE COM PENSA TING SCREENS TO REDUCE RADIUS OF SPRAY HEADS ANO EUMINA TE O\IERSPRAY WHERE IT OCCURS. 7. USE IN-HEAD CHECK VAI.\IES TO PRE\IENT LOW-HEAD DRAINAGE -.HERE IT OCCURS. 8. CARE TO BE TAKEN TO A\1010 DAMAGE TO EXISTING PLANTS AND THEIR ROOTS. NO MECHANICAL TRENCHING BENEATH DRIPLINES. DO NOT CUT ROOTS LARGER THAN 1-1/2" IN DIAMETER. 9. PIPE SLEE\IES IN COMMON TRENCH -.HERE POSSIBLE (SEE MECHANICAi. ANO ELECTRICAi. DRAWINGS). 1 O. REPLACEMENT SPRINKLERS, BUBBLERS, ETC. TO MATCH EXISTING IN DISCHARGE/ APPUCA TION RA TES. 11. THE CONTRACTOR IS REQUIRED TO PRO\IIDE THE MATERIALS SHOWN ON THE PLAN DRA.iNG. QUANTITIES IN THE LEGEND ARE MERELY A GUIDE. QUANTITIES SHOWN ON THE DRAWING TAKE PRECEDENCE o-.,;:R QUANTITIES LISTED IN THE LEGENDS. 100ll HEAD TO HEAD co-.,;:RAGE IS REQUIRED. CONTRACTOR TO ADO ADDITIONAL HEADS AS NEEDED AT NO EXTRA CHARGE. 12. P.R.V. TO BE INSTALLED IF ACTUAL F1£lD PRESSURE EXCEEDS 80 P.S.I. CONTRACTOR TO \IERIFY P.R. V. IS SET TD 80 PSI AND ADJJST AS NEEDED. 13, EXACT LOCATION AND POWER SUPPLY FOR CONTROL.l£R TO BE DETERMINED ON STE BY AELD ENGINEER. 14. LOCATE COPPER STIJB-OUT AT A.IR ANO WATER ISLAND AND CONNECT TO IRRIGATION MAINLINE WITH J/4" SCHEDULE 40 P.V.C. 15. RUN CONTROL WIRES IN CONDUIT THROUGH BUILDING FROM CONTRO!.LER TO NEAREST PLANTER. 1&. AS F"C E OON1RACTOR SHALL NOT INSTAU.. NIY IIAN.JNE Iii SIRE.El ft.O.W. If MAN.JNE MUST BE LOC/\lED WTHIN RIGHT OF WAY, THE COHlllACTOR -.Lo IE REQUIRED 10 OIITAIN AH DICROIC ttn:• PEIIIIIT. P.O.C. • - POINT OF CONNECTION LINE SIZE BRONZE GATE VAL\IE QUICK COUPLER VAi. \IE W / LOCKING COVER & 2 KEY'S. 2 SWIVEL HOSE ELLS. W/ PURPLE LID REMOTE CONTROL VAi.-.,;: SEE VAI.\IE SCHEDULE W/ PURPLE TAGS PRESSURE REGULA TOR WATTS GV SERIES NELSON 7645 IRRITROL 700 SERIES W/ OMNIREG OMR-100 PRESSURE REGL TR 'WILKINS 500 SERIES AUTOMATIC CONTROLLER IRRITROL W/ PURPLE TAGS MC 12 PLUS 1• P.V.C. SCHEOULE 40 MAINLINE (FUTURE RECLAIMED) -PURPLE ALERTUNE PIPE P. V.C. SLEE\IE, 2X LINE SIZE. BY GENERAL CONTRACTOR EXCEPT 'OHERE KEYNOTED. SEE DETAll, SHT LJ FOR SPECIFIC SIZE & MA TERI AL REQUIREMENTS P.V.C. CLASS 200 LATERAL, SIZE PER PLAN, (FIELD CONDITIONS: NOT TO EXCEED FLOWS SHOWN ON PVC LA TERA!. SIZING CHART ) /FUTURE RECLAIMED) -PURPLE ALERTI.INE PIPE PVC LATERAL SIZING CHART LATERAi. ..___,. ClPM 'IHIIU SIZI: 100' MAX IDIG1H LA1DIM. J/4" 1· AFTER BACKFLOW DE\IICE AT 1" Sll.lB (FUTURE RECI.AIWED WATER) IN VAL\IE BOX FWSH WITH GRAD£ MARK PER WA lER DISTRICT NOTES IN INDI\IIDUAL VAL\IE BOX SET TO 65 PSI SEE NOTE 12 18" CO\IERAGE SEE DETAIL ON SHEET LJ FOR SPECIFIC COVER REQUIREMENTS PER SIZING CHART 1-1/4" 1-1/2" 2" 0-10 GPM 11-16 GPM 17-26 GPW 27-35 GPM Jll-55 GPM SEE LEGEND FOR LATERAL MA TERI AL PAPTI:CTION OE EXBTN;I !'LANI MA. Ii JL J..--1-+_3..:_/_4·-+-7·_5+-_TR_EE_aUBBLE __ Rs_.j.....!P~CN:!!:::~!:5:..TER.!'.POP~SRS~UP:_- 04 ~BL~IBB!!!!LE:=!!.R--1~-700_-I STAlE OF CALF. ESTMATED WATER USE (BY H,LHJZ EXIBTNJ PUNT8 'THAT ARE DEAD, DAMAQED, OR 21991.CI DI.Ei TO 001£1~ AC'TMTY TO BE REPI.ACB) Wini fl <Ml I ON 8f'ECIEN8 CF SILAR W.,E 1~ ORM HO'TE0 OH f'lANB. 2 I • HUNTER SRS-04 J 4 1-25 \IINES PCN-25 POP UP BUBBLER 3 J/4" 10 SHRUBS AND 7A "'i'~A~SERlfS-SPRAY J---+---+-+-OR_ou_NO __ c_ollER __ +--"' 15 ,S530 SPRAY J/4" 12 5 J/4" 10.2 6 J/4" 12 7 J/4" 12 8 9 10 J/4" 10 11 12 SHRUBS ANO 7A 1~A-'SE:Rif's -~RAY GROUND CO\IER RS515.' LS515. SS5JO SPRAY SHRUBS •••o HUNTER SRS-06 ~ 7A\ 10A, 12A SERIES SPRAY GRWNO CO~R gr;::,;;\ r:. I c-.., r:. CC'-. V, o;:Da;J & y SHRUBS AND HUNTER SRS-06 OROUNO co-.,;:R 7A, 10A SERIES SPRAY SHRUBS AND HUNTER SRS-06 ORDUNO COVf:R 7 A. 1 OA. 12A SERIES SPRAY SPARE SHRUBS AND GROUND COYER SHRUBS AND GROUND co-.,;:R SPARE SPARE 7A'."l~f'k'll1(s ~RAY RS515. LS515 SS530 SPRAY HUNTER SRS-06 7A. 10A, SERIES SPRAY 700 700 700 700 700 700 700 700 TOTAL WATER USE IS CALCULATED BY SUMMING THE AMOUNT OF WATER ESTIMATED FOR EACH HYDROZONE- WATER USE FOR EACH HYOROZONE IS ESTIMATED WITH THE FOLLOWING FORMULA: WHERE: EW (HYDROZONE) • (ETO) (PF) (HA) (.92) (IE) EM.I (HYDROZONE) • ESTIMATED WATER USE (GAL/YR.) ETO • REFERENCE EVAPOTRANSPIRATION (INCHES/YR.) PF • PLANT ETO ADJUSTMENT FACTOR HA • HYDROZONE AREA (S.f.) .62 • CONVERSION FACTOR IE • IRRIGATION EFFICIENCY NO EFFECTI\o£ PRECIPITATION IS ASSUMED IN THESE ESTIMATES. REFERENCE EVAPOlRl<NSPIRATION (ETO) FOR llilS PROJECT IS 42.t HYDROZONE L (LAWN -EXISTING) PF • 0.8 HA • 0 S.F. IE•80ll EM.I (L) • 42.9(.8) 0 (.8) HYDROZONE A (ANNUAi. FLOWERS) PF • 0.5 {.62) _ 0 GAL/YR. CONTRACTOR E REBPCS 9ll!L E FOR CONTNJOUB WATER Blff'LY Fa. EXIB'TNl l'LANT8 DUll«l CC:£, IIJCTl0N. HAN:> WAl □U«l MAY BE NE::EBB<JlY F Cll8FU"l10N OF WATER i..cE TO ElCBTNl PUNTS~ DlftNQ co,e.:.uc,Klh. N« EXBTNl PUNT8 0,WA<E) DlE TO LACK OF WATER Dl.N«l CONB1RUC110N PERIOD TO BE REPLACED Wini S QAL Bl EC:NAN OF Bl ■ AR MAIS fJ..... ESTABI ISi I.ENT PEFDOD -ffllQATION BCH:Dl.l..E QI IOE I ~A --80 XO S.F. EM.I (A) •42.8(.5) 0 (.8) (.62) ~ 0 GAL/YR. I ARCHITECTURE • ENGINEERING ,1 •ENVIRONMENTAL SERVICES -fl 9111a/QIIOIINDCXMII (1) 8 MINUTE RUN PER DAY 3 OA'l'S PER ll!EEK HYOROZONE S (DROUGHT TOLERANT SHRUBS) PF • 0.3 HA • 4550 S.F. [WU (S) • 42.D (.3) 4550 (.82) _ (.8) 45382 GAL/YR. N01 E. KAJEl.U AW.. S'IE. t0D, AfrWftil, CA 12101-9176 '. .otrl W . .DIIS06, AIICMl(CT (714) ~ i SEASONAi. ADJJS1M£HT Qlll)fJM'S· NO'IEI< lill[[/W<I[ l'IIILlltS 100ll 25'1 SM SM JUN 15 -SEPT 15 DEC 16 -WAR 14 WAR 15 -.IJN 14 SEP 15 -DEC 15 (1) 10 MINUTE RUN PER Df<Y J DAYS PER WEEK 1. FOR PROGRAMS WITH WUL llPLE RUNS PER DAY, ALI.OW 2 HOURS MINIMUM BETWEEN RUNS. 2. WATERING 11MES SHALL BE BETWEEN THE HOURS OF 6 P.W. AND 11 A.W. 3. WATERING SCHEOULE IS APPROXIMATE PER SEASON, SCHEOULE SHOULD BE AD.IJSTED AS NECESSARY FOR PREVAILING WEATHER CONDITIONS. 4. AFTER PLANTS HA lo£ BEEN IN OROUNO FOR T'Ml SUMMERS, REPROGRAM ALI. STATIONS. I!. A\'0111 WllllilNG AT atDY 1IIES. ICIEJ' -.,.y OFF GL111S. WATel S'rSI EM STATBEHT IE•801: ESTIMATED TOTAL WATER USE • 45382 GAL/YR. MAXIMUM APPLIED WATER ALLOWANCE: (ETO) (.8) (LANDSCAPE AREi<) (.82) • M.A. W.A. 42.9 (.8) 4,550 (.82) • 98817 GAL/YR. ESTIMATED WATER USE IS 47 ll OF M.A.W.A. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Bal JCIII 0 AS TITLE ________ _ REVIE'w'ED BY, INSPECTOR 09-1312 AS NOTED CHV0500S.O DATE DATE TIE 11 iklATION sou:ICE FOR lHS PROJECT TO BE A POTABI E WAlER SYSTEM AT TIE OF CONNECTION. PURPLE COL.OfED PIPNl, PURPLE CAPS 0A LIDS, AND TAOGING IS FOR RJTlJFE t------1r---t-----------+--+---+--+----I I SLHE2ET I CITY OF CARLS BAD I SH4EETS I ~==:.!:::==P:::L:::A=N:::N:::IN:::G:::::D:::E:::PA:::R:::T=ME=::N=T ==::::.=:=::::::::===: RECLAIMED WATER, NOT AVAN AB! EAT LANDSCAPE IRAIGA TION PLAN ltl00 a. CIU INC FEAL u, ffl\D. CA t-lHS-_TME_._PER __ CITY_w_A_1_u_,_ou_""_ARTMENT ___ ·--1--+-+----------+---l--l---l---l I ;;._P_Pr,sc_~~-_.,(_6r..._---=bl=~-"'>ft....._____ ._.1.c,.., I t----!--+----------------+--+----1---+---I ~P~L~A~N~Nl~N'::G==::::;-;==:;;;:::;:::;:===;;:::=::::D::::A::::TE=:=~· OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY:___ ,..__,~.,. RV'w'D BY• . .....niv-~ 4115 -41.. DA TE INITIAi. ENGINEER Of" WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL □THER APPR□VAI.. 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UN ..-U, -.t.■i _,. • ..i.,. NOlES: 1. INSTALLATION TO BE COIIPU:TEO IN ACCORDANCE WITH MANUFACTURER"S SPECIFICA llONS. 2. FQA COMPLElE INSTALUTION INSTRUCTIONS. SEf INSTRUCTIONS ENCl0S£0 V,,TH RAIN CHECK. ROOF EDGE AUTOMATIC RAIN SHUTI)ff: RAIN BIRO RAIN CHECK INSTAU. SENSOR IN AN OPEN AREA 'MiERE IT CAN COLLECT NA TUR AL RAIN F AU.. 00 NOT INSTALL SENSOR WHERE IT CAN COLLECT ADDITIONAL WAlER FROM SPRINKLERS, RAIN GUTTERS. TREES, ETC. 15 RAIN CHECK AUTOMATIC RAIN SHUT OFF NOSCAI.E REDWOOD HEADEllll()MI) 11 NO SCAI..E FINISH GRADE (PRIQA TO ROLUNG SOD) 2X4 CON. HRT. REOWOOO (FOR STRAIGHT SECTIONS) QA (4) 1/4"X4" REDWOOO BENDER BOARD (FQA CUR- SHRUB AREA SECTIONS) STAGGER SPUCES. FINISH GRADE (BELOW MULCH) FEDWOOD HEADERBOAAD 3 12" 11111. y;• 11,\X. . .... .. ·1 I 11.,..,~-@--U 7 PUBLIC PRIVA "TE CON SUMERS RESPONSIBILITY llLM 2 REV. APPROVED DAlE H\JjlCI AL A IS IC /,,.,L P--:.... 1..,. 12 T 13 NO SCM.E 1 1/2" • 14 NO ICAI.£ z INCH AND IKIER •l'"'"IY""''""'--..... '4 IACIIFLOW INSTAI..LATION ,,_,.""''" W20 CMWD BACKR.OW DETAIL NAIL OF ST APlE ---..,. WIRE Tl£S --~ RUBBER HOSE 'MTH WIRE INSIDE DETAIL 3"0 X 4" WAlER BASIN. REMO\IE AFlER SA 1\JRA TION. J ~-Jt=-tt-------'WONDER TRIT TIES' Iii SPRING LOADED (2) TREE STAKES 2•• X 10' PRESSURE TllEA TED HAROWOOO (1) FOR CONIFERS J" MULCH SET PLANT 1• ABO\IE FINISH GRAD£. (1) 21 GRAM 20-10--5 FERTIUZER TAB FINISH GRADE N01[S: 1. REMO\IE NURSERY ST AKES. IF O\IER J/ 4" CALIPER 2. 00 NOT SET STAKES TO RUB AGAINST BARK OR BRANCHES OF TREE. 3. SCARIFY SIDES. LOOSEN ROOTBAU.. BACKFILL MIX PER SOILS lEST OR 90X NATI\IE SOIL TO 10" AMENOEOSOIL TFEE PL.ANTING / ST AKNl DTlS\GEH\02SllEWl<\""°""'lS\o:!99004C • • fOR AU. FINGER PLANlERS OR AS INOICAlED ON PLAN, TURF AS OCCURS. SEf PLAN 3" MULCH AS OCCURS, SEE PLAN NOlE: PRO\'lOE CROWN AT CENlERUNE OF PLANlER. SLOPE AT J ll TO CURB. PRO\/IOE POSITI\IE DRAINAGE AWAY f'ROM BUILDING AND WAU.S AT J lll. FffJER ISLAND PLANTER SECTION 011.S\GEH\02SllEWl<\IIOILNllSC\02t0004G DIM "A" -CO\IERAGE MA lERJ ANO SIZING CHART SI ff'xfS UNPfR ROADS· 6" OR LESS IN DIA. -:Ill" CO\IER GREATER THAN 6" DIA. -48" CO\IER SCHffiULE 80 P\IC. CU:AN BACKFIU-SEf: SPEC'S FQA SI ff'tfS lJNPFB PA"1NG {NON-ROADS)· LESS THAN 3" DIA -16" CO\IER J" TO 5-1/2" IN DIA -24" CO\IER 8" OR GREATER IN DIA. -:Ill" CO\IER SCHEDULE 40 PIIC C CONCRElE QA AC PA\/ING >1/) MAlERIAL. _:-.::_:C:OMP=_:ACTl::.::ON:.:._ ___ ~½~g~~'.><~'.>< REQUIRED i •v ,>:, • "" ... '"'/_ • II< PRESSURE MAINLINE SLEE\IE CONTROL WIRE SLEE\IE NON-PRESSURE LATERAL LINE. SNAKE PIP£ IN TllENCH 12" OF Cl.£AN SAND. SETllE 'MTH WAlER NOlES, :✓,'. '"" ... 1/ "· ,. "" ZS c • Ill ,. 1. SEAL WITH DUCT TAPE AT BOTH ENOS. PRIOR TO BACKFIUJNG. 2. SUPPLY LINE OR LA lERAL UN£. 3. WATER-PROOF. •OR1-SPUCE" CONNECTORS. SPUCES TO BE IN VAL\IE BOXES ONLY. NO IN-UN£ SPUCES. 7 PFE SLEEVNl (BELOW PAVN:l) NO SCM.E DlLS\GEN\02SllEWK\81 OlffllG\0281 038G 8 SHAUB/ NO ICAI.£ w N ;;; " 0 IJl ~ g 9 EXlEND ROOT BARRIER- FUU D£PTH OF ROOT BALL FOR TREES J8" BOX ANO LARGER FIOOTBAFRER NO 9CAl£ 011.S\OlN\02SllEWl<\100Pl.NlS\02WJOOG WAlER BASIN -J"• X4" DEEP REMO\IE AFTER THOROUGH PLANTER PiT SATIJRATION SET PLANT 2" ABO\IE FINISH GRADE TO AU.OW FOR S£TTt.EMENT OF SOIL J" DEEP MULCH IN SHRUB AREAS FINISH GRADE FERTILIZER TABS 21 GRAM, 20--10--5 1 TAB -1 GALI.ON 2 TABS-5 GALLONS 4 TABS-15 GALLONS BACKFIU MIX - 1/J AMENDED SOIL & 2/J EXISTING SOIL THOROUGHLY MIXED PLANT PiT -2 TIMES THE DIAIIElER OF THE ROOT BALL SCARIFY SIDES . LOOSEN ROOTBAU.. STAKING -SEE DETAIL 13 NOlE: PIKXlUCT AYAI .. E ._ HOWARD IME Q.OlH COMPANY, IIAYWMD, CA. (1110)117-1717. CONCRElE PA\IEMENT/CURB COPPER MESH BARRIER EXTENDS 1 D" EITHER SIDE OF TRUNK. SEE SPECS BACKFIU MIX ANO PLANT TABLETS FOIi ~ llllEES Wl!IN II' Of PAWlnlENT/SlllUC11JRES PA\IEMENT, WAU., CURB.--~ BUILDING, ETC. (AS OCCURS) CENlER OF INOI\/IOUAL PLANT • • • • • NOTES: 1. COIL 16" SLACK, EACH WIRE. IN VAL\IE BOX 2. SPUCE WIRES ONLY IN VAL\IE BOX 3. USE WATER-PROOF WIRE CONNECTORS FQA AU. WIRE SPLICES. 4. SET VAL\IE BOXES ON BRICKS, (3) FQA ROUND BOXES, (4) FOR RECT. VAL\IE BOX CHRISTY Fl.JO/FLJOO QA EQUAL ELECTRIC VAI.\IE FINISH GRAOE P\IC ADAPlER/UNION PIIC SCH 40 NIPPLE PYC ELL 1 CUBlC FT. DRAIN ROCK CON1ROL WIRES TO CONTROLLER. RUN WIRES Al.ONG MAINLINE 'MiERE POSSIBLE PVC S0t 40 MAINLINE Pl.'C CLASS 200 LA TERA!. 4 a.ECTRIC VALVE. ASSO.&.. Y NO SCAI..E 0TlS\GEH\02SllEWl<\01°"""'\0201011G 1 /2" ABO\IE FINISH GRADE ---- f' r-NOZZLE. PER PLAN r 1 POP-UP SPRINKLER I I BODY I 2" WALK. CURB. OR I ,,__,. HEADER SCH.40 P\IC TxT 90-ELL -+-------- SCH. 40 PVC 90' STREET ELL-+--------J----SCH.40 PYC NIPPLES ( 6" LONG ) NOTE: 1. LOCA 1E HEAD 2' FROM WALKS. OJRB, MOW STRIP. HEADER BOARD, QA EDGE OF LAWN. ,. LOCATE STREAM SPRAY/BUBBLERS 6" FROM AU. STRUCTURES. ANO SPRAY HEADS 12" FROM AU. STRUCTURES . 3. USE lEFLON TAP£ ON AU. MALE THREADS. LAlERAL LINE SEE PLAN FOR Pl~E CLASS ANO MINIMUM BURIAL DEPTH SCH. 40 PYC IIO" SlREET EU SCH. 40 PYC SXSXT lEE 5 4' AN) 6' POP-lP 8PFINKLEA/Blffll ER . "' NO ICAI.£ DTlS\GEH\02SllEWl<\01......,\02111»7G NOlES, 1. CON1ROL WIRES TO BE f14 AWG DIRECT BURIAi. 2. WIRE RUNS TO BE CONTINUOUS. NO IN-LINE SPLICING J. AU WIRE SPLICES TO BE YIITH "PEN-TilE" WATER- PROOF CONNECTORS. ANO OCCUR OHi. Y IN VAi. \IE BOXES z i 6 NO SCALE Cl.£AN BACl<FIU SOIL. AMENDED PER SPECIFICATIONS COMPACTED TO 90,i FINISH GRADE INlERMlT ANT PRESSURE /lfn=mi:!:!:'.W= LATERAL PIPE. CLASS 200 P\IC SNAKE FROM SIDE TO SIDE SUBGRAOE IN TRENCH CONST ANT PRESSURE MAINLINE (SCH 40 P\IC) SNAKE IN TRENCH WAU. OF TRENCH CCIN1ROL WIRES. RUN Al.ONG, BUT NOT ATTACHED TO MAINLINE. BUNDLE ANO TAPE AT 10' INlERVALS. PROVIDE 12" TO 15• COIL AT"" 90' CHANGES IN DIRECTION 2" BED OF SANO. WATER SETTLED lftGA TION PFE TRENCH OTLS\GEM\OZSI TE.-:\e, CIRRIG\0281 Ol9<. 1 NO 9CAl£ 2 NO SCALE 3 NO ICAI.£ (!) • AUTOMATIC CONTROLLER WAU. MOUNlEO PER IIANUF ACTURER"S RECOMMENDATIONS 0 I -:.,. +i --_J JUNCTION BOX & GROUNDED 120 VAC ELECTRICAL SERVICE WITH DISCONNECT BY OTHERS t-------£LECTRICAI. CONDUIT SIZE AS NEEDED FINISH FLOOR TAPE CONTROL WIRES 0 10" O.C. TO BOTTOM OF MAINLINE NOlE, OPERA TING INSTRUCTIONS AND SCHEDULE (IF AVAILABLE) TO BE POSlED INSIDE DOOR OF BOX. WALL MOUNTED CONTROI...LER Dn.5\GEH\02SI mll(\81 OIRRIG\0281001 G QAlE VALVE. OllS\GEN\02SlltOl<\111......,\028101:lG YAL\IE BOX "CARSON-BROOKS 910" OR EQUAL FINISH GRADE GA 1E V Al. \IE P\IC MAINLINE 1 C.F. P£A GRA \IEL QUICK COUPLER VAI.\IE W/ LOCKING CAP FlNls.-1 GRADE VAL\IE BOX CARSON-BROOKS 110 OR EQUAi. 1 C.F. P£A GRA\IEL f< REBAR STAKE W/(2) CLAMPS 24" LENGTH MINIMUM GAi. VANIZED NIPPLE GAI.VANIZED EUS 12" GALVANIZED NIPPLE P\IC MAINLINE P\IC lEE J" GALVANIZED NIPPLE GALVANIZED EU 3" GALVANIZED NIPPLE VAL\IE BOX OUICK COUPLER N VALVE. BOX DllS\GEH \02Slltll<\01 C,RRIG\0201 02 .. 1 • ENVIRONMENTAL SERVICES ~ ARCHITECTURE • ENGINEERING 0.0. ~ N01 E. KA1EU.A AW.. STE. 400, MltiHE'M, Ci, 12906--5976 -I. -IIDl1CCI (7M) - 14DSC4 ~ ftUTH B&I 011-1312 ' ~ AS NOTEO JCa CH\/05005.0 Cf C>' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "AS BUILT" TITLE _______ _ REVIEWED BY, DATE INSPECTOR DATE t---+---t------------+----+----+--+-----11 ;;H~T I CITY OF CARLSBAD I SH4EETS I ;=L='-'==-====PL=A=N=N=IN=G=D=EP=A=R=T=M=EN=T===~=~ NOlES : 1. X • SPACING DIMENSION LISTED IN PLANllNG PLAN LEGEND. 2. Pl.ANTS TO BE ARRANGED IN EQUALA lERAL TRIANGULAR PATTERN. 10 GAOUtO COVE.A PLANT SPACN:l NO ICAI.£ DTlS\OEN\02SllEWl<\ll&OPI.NlS\021I001 :lG OA 1E INITIAi. ENGINEER OF WORK DATE INITIAL OAlE INITIAL REVISION DESCRIPTION OTHER APPROVAL C,TY APPROVAL LANDSCAPE CONSTR. DETAILS 2llOO B_ c.,,,o AEAI... CN'UIBAD, CA I APPrtFJJ 6t-~:dft I, ·I •G7 I PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RV\JD BY, arm-21 115 4.. \ , J